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Instal.lacions de maquinria.>>>kfPQ?)\(?Q?(\?$Y ,Y  333333?BOEObres metl.liques: comportes i canonades de desgus de fons, presa d'aigues i abocadors de preses. Ponts metl.lics. Construccions i estructures metl.liques no urbanes. Hangars. Instal.lacions de maquinria.>>>kf@= ףp=?(\?Y?$Y ,Y333333?CNCDragats en terrenys amb predomini de roca.kf_P(\?Q?Y ףp= ?$Y ,Y  333333?BOEDragats en terrenys amb predomini de roca.kf_@ Gz?)\(?Q?333333?$Y ,Y333333?CNCSuperestructura de ferrocarrils.kfP ? ףp= ??q= ףp?$Y ,Y  333333?BOESuperestructura de ferrocarrils.kf@ (\? ףp= ?{Gz?zG?$Y ,Y333333?CNCObres de formig armat amb forta quantia. Obres de ferrocarrils en general.kfP 333333?{Gz?p= ף?(\?$Y ,Y  333333?BOEObres de formig armat amb forta quantia. Obres de ferrocarrils en general.kf@ Q?)\(?(\?Q?$Y ,Y333333?CNCObres amb gran volum de formig.kfP Q?)\(?{Gz?Q?$Y ,Y  333333?BOEObres amb gran volum de formig.kf@ Q?)\(?333333?333333?$Y ,Y333333?CNCGrans canals. 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Sanejaments. Estacions depuradores. Estacions elevadores. Xarxes de clavegueram. Obres de desguasos. Drenatges. Rases de telecomunicacions.kf@ffffff?p= ף?Q?333333?CNCPistes de paviments bituminosos.kfP(\?(\?)\(?333333?BOEPistes de paviments bituminosos.kf@ ףp= ?HzG?)\(?333333?CNCPistes de formig hidrulic.kf?P(\?(\?)\(?333333?BOEPistes de formig hidrulic.kf?@zG?Q?333333?{Gz?333333?CNCCamins i desguasos rurals.kfPRQ??333333?Q?333333?BOECamins i desguasos rurals.kf@(\??Q?RQ?333333?CNCFerms amb paviments bituminosos. Obres completes amb esplanaci i paviments bituminosos.kfPףp= ??p= ף?{Gz?333333?BOEFerms amb paviments bituminosos. Obres completes amb esplanaci i paviments bituminosos.kf@? ףp= ?RQ?Q?{Gz?333333?CNCObres de fbrica en general. Obres amb predomini de les fbriques. Obres de formig armat. Ferms amb paviments de formig hidrulic. Obres accesries. Infraestructura amb obres de fbrica normals. Obres de reg amb les seves instal.lacions i serveis.fffkfR(\? ףp= ? ףp= ?p= ף?{Gz?333333?BOEObres de fbrica en general. Obres amb predomini de les fbriques. Obres de formig armat. Ferms amb paviments de formig hidrulic. Obres accesries. Infraestructura amb obres de fbrica normals. Obres de reg amb les seves instal.lacions i serveis.fffkfBRQ?{Gz?RQ?Q??333333?CNCTnels de petita secci. Obres de pous, galeries, tnels de petita secci i desguasos subterrnis en obres de mineria.kfR{Gz?333333?(\?p= ף?{Gz?333333?BOETnels de petita secci. Obres de pous, galeries, tnels de petita secci i desguasos subterrnis en obres de mineria.kfBRQ?RQ? ףp= ?333333?CNCEsplanaci amb explosius. Anivellaments i moviments de terres mecanitzats. Escolleres naturals. Reblerts consolidats. Dragats sense roca.kf_Pףp= ?Gz?(\?333333?BOEEsplanaci amb explosius. Anivellaments i moviments de terres mecanitzats. Escolleres naturals. Reblerts consolidats. Dragats sense roca.kf_@= ףp=?HzG???{Gz?333333?CNCEsplanaci en general. Ferms en general amb tractaments superficials. Obra completa de nova carretera amb esplanaci i paviments de formig. Tnels de gran secci. Canals.kfP(\?p= ף?? ףp= ?{Gz?333333?BOEEsplanaci en general. Ferms en general amb tractaments superficials. Obra completa de nova carretera amb esplanaci i paviments de formig. Tnels de gran secci. Canals.kf_r. P & >):?{Gz?p= ף?Q?p= ף?{Gz?333333?CNCEdificis amb estructura de formig armat i pressupost d'instal.lacions inferior al 20 per 100 del pressupost total.kfS ףp= ?{Gz?Q?Q??Q?333333?BOEEdificis amb estructura de formig armat i pressupost d'instal.lacions inferior al 20 per 100 del pressupost total.kfC? ףp= ? ףp= ?{Gz?333333?{Gz?333333?CNCEdificis amb murs de fbrica i pressupost d'instal.lacions superior al 20 per 100 del pressupost total.kfSffffff? ףp= ?{Gz?333333?Q?Q?333333?BOEEdificis amb murs de fbrica i pressupost d'instal.lacions superior al 20 per 100 del pressupost total.kfC?Q?)\(??RQ?Q?333333?CNCEdificis amb murs de fbrica i pressupost d'instal.lacions inferior al 20 per 100 del pressupost total.kfSGz?Q?? ףp= ?{Gz?Q?333333?BOEEdificis amb murs de fbrica i pressupost d'instal.lacions inferior al 20 per 100 del pressupost total.kfC(\?p= ף? ףp= ?Q?333333?CNCObres metl.liques: comportes i canonades de desgus de fons, presa d'aigues i abocadors de preses. Ponts metl.lics. Construccions i estructures metl.liques no urbanes. Hangars. Instal.lacions de maquinria.>>>kfPQ?)\(?Q?(\?333333?BOEObres metl.liques: comportes i canonades de desgus de fons, presa d'aigues i abocadors de preses. Ponts metl.lics. Construccions i estructures metl.liques no urbanes. Hangars. Instal.lacions de maquinria.>>>kf@= ףp=?(\??333333?CNCDragats en terrenys amb predomini de roca.kf_P(\?Q? ףp= ?333333?BOEDragats en terrenys amb predomini de roca.kf_@ Gz?)\(?Q?333333?333333?CNCSuperestructura de ferrocarrils.kfP ? ףp= ??q= ףp?333333?BOESuperestructura de ferrocarrils.kf@ (\? ףp= ?{Gz?zG?333333?CNCObres de formig armat amb forta quantia. Obres de ferrocarrils en general.kfP 333333?{Gz?p= ף?(\?333333?BOEObres de formig armat amb forta quantia. Obres de ferrocarrils en general.kf@ Q?)\(?(\?Q?333333?CNCObres amb gran volum de formig.kfP Q?)\(?{Gz?Q?333333?BOEObres amb gran volum de formig.kf@ Q?)\(?333333?333333?333333?CNCGrans canals. Preses de terra i escollera.kfP HzG?zG?Q??333333?BOEGrans canals. Preses de terra i escollera.kf@ RQ?(\?zG? ףp= ?333333?CNCAbastaments i distribucions d'aigua. Sanejaments. Estacions depuradores. Estacions elevadores. Xarxes de clavegueram. Obres de desguasos. Drenatges. Rases de telecomunicacions.kfP r"9 P g ~  t+p<??{Gz?(\?Q?Q?333333?BOEInstal.lacions arees d'electrificaci en baixa tensi inclosa transformaci i connexi en alta tensi en zones urbanes i rurals.kfoJ?Q?RQ?Q?333333?CNCSubestacions de transformaci.kfoX(\? ףp= ??)\(?333333?BOESubestacions de transformaci.kfoHp= ף?Q?RQ?)\(?333333?CNCLnies de transport d'energia elctrica de tensi fins a 45 Kv.kfoX333333?{Gz?q= ףp?333333?333333?BOELnies de transport d'energia elctrica de tensi fins a 45 Kv.kfoH?Q?p= ף?Q?333333?CNCLnies de transport d'energia elctrica de tensi igual o superior a 45 Kv.kfoTHzG??RQ?333333?333333?BOELnies de transport d'energia elctrica de tensi igual o superior a 45 Kv.kfoDRQ?p= ף??Q?333333?CNCJardineria i plantacions.kfSGz?Q???333333?BOEJardineria i plantacions.kfC= ףp=?? ףp= ?Q??Q?333333?CNCEdificis amb estructura mixta metl.lica-formig i pressupost d'instal.lacions major que el 20 per 100 del pressupost total.kfSQ??{Gz?)\(?Q??333333?BOEEdificis amb estructura mixta metl.lica-formig i pressupost d'instal.lacions major que el 20 per 100 del pressupost total.kfC?{Gz???p= ף?{Gz?333333?CNCEdificis amb estructura mixta metl.lica-formig i pressupost d'instal.lacions menor que el 20 per 100 del pressupost total.kfSffffff?{Gz? ףp= ?(\??Q?333333?BOEEdificis amb estructura mixta metl.lica-formig i pressupost d'instal.lacions menor que el 20 per 100 del pressupost total.kfC= ףp=?Q?Q?p= ף? ףp= ?Q?333333?CNCEdificis amb estructura metl.lica i pressupost d'instal.lacions superior al 20 per 100 del pressupost total.kfSQ?)\(?Q?q= ףp?Q??333333?BOEEdificis amb estructura metl.lica i pressupost d'instal.lacions superior al 20 per 100 del pressupost total.kfC= ףp=? ףp= ?{Gz?)\(?Q?{Gz?333333?CNCEdificis amb estructura metl.lica i pressupost d'instal.lacions inferior al 20 per 100 del pressupost total.kfSffffff? ףp= ?Q?RQ? ףp= ?Q?333333?BOEEdificis amb estructura metl.lica i pressupost d'instal.lacions inferior al 20 per 100 del pressupost total.kfC??)\(???{Gz?333333?CNCEdificis amb estructura de formig armat i pressupost d'instal.lacions superior al 20 per 100 del pressupost total.kfS(\???(\?{Gz?Q?333333?BOEEdificis amb estructura de formig armat i pressupost d'instal.lacions superior al 20 per 100 del pressupost total.kfCr  ' l Du%_Y  Y  Y  Y  Y%)\(??{Gz?Q?Q?333333?BOEInstal.lacions elctriques per a la il.luminaci artstica de monuments o conjunts monumentals.kfoL$Gz? ףp= ?{Gz?Q?333333?CNCInstal.lacions elctriques i electrniques: fabricaci d'equips electrics.kf_X$)\(?Q?(\? ףp= ?333333?BOEInstal.lacions elctriques i electrniques: fabricaci d'equips electrics.kf_H#)\(?{Gz?Q??333333?CNCInstal.lacions elctriques i electrniques: fabricaci d'equips electrnics.kf_X#HzG?Q?Gz?333333?333333?BOEInstal.lacions elctriques i electrniques: fabricaci d'equips electrnics.kf_H"?Q?p= ף??333333?CNCInstal.lacions elctriques i electrniques: instal.lacions de centrals telegrfiques i telefniques.kf_X"?)\(? ףp= ?p= ף?333333?BOEInstal.lacions elctriques i electrniques: instal.lacions de centrals telegrfiques i telefniques.kf_H!Gz?p= ף?(\?{Gz?{Gz?Q?333333?CNCInstal.lacions elctriques i electrniques: instal.lacions de centrals elctriques.kf_^!Q???{Gz?{Gz?{Gz?333333?BOEInstal.lacions elctriques i electrniques: instal.lacions de centrals elctriques.kf_N ףp= ?RQ?(\?p= ף?333333?CNCInstal.lacions elctriques i electrniques: instal.lacions de balisament de pistes.kf_X ?Q??Q?333333?BOEInstal.lacions elctriques i electrniques: instal.lacions de balisament de pistes.kf_H(\?RQ?Q??Q?Q?333333?CNCInstal.lacions elctriques i electrniques: muntatge de lnies.kf_^q= ףp?333333??Q?333333??333333?BOEInstal.lacions elctriques i electrniques: muntatge de lnies.kf_N= ףp=?{Gz?RQ?{Gz?Q?333333?CNCInstal.lacions elctriques i electrniques: instal.lacions d'ajuda a la navegaci. Centres emisors i receptors.kf_Zp= ף?)\(?p= ף?{Gz??333333?BOEInstal.lacions elctriques i electrniques: instal.lacions d'ajuda a la navegaci. Centres emisors i receptors.kf_JQ??Q?333333?333333?CNCInstal.lacions subterrnees d'electrificaci en baixa tensi inclosa transformaci i connexi en alta tensi en zones urbanes i rurals.kfoXQ?Q? ףp= ??333333?BOEInstal.lacions subterrnees d'electrificaci en baixa tensi inclosa transformaci i connexi en alta tensi en zones urbanes i rurals.kfoHGz?Q?Q??p= ף?333333?CNCInstal.lacions arees d'electrificaci en baixa tensi inclosa transformaci i connexi en alta tensi en zones urbanes i rurals.kfoZr%q  E _ y El &C.?)\(?Q?Gz?333333?CNCPaviment bitumins constituit per una o diverses capes de mescles asfltiques, sobre base no asfltica.kfP.)\(?)\(??zG?333333?BOEPaviment bitumins constituit per una o diverses capes de mescles asfltiques, sobre base no asfltica.kf@-ףp= ?{Gz? ףp= ?Q?(\?333333?CNCAfermat i pavimentaci, amb ferm flexible, dotat de base de grava-ciment.kfP-333333?(\?Q?)\(??333333?BOEAfermat i pavimentaci, amb ferm flexible, dotat de base de grava-ciment.kf@,ףp= ?(\?Q?q= ףp?333333?CNCAfermat i pavimentaci, amb ferm flexible, dotat de base bituminosa. 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NO USAT.( CLI_CertificacioDoubleAmidament certificat6 CLI_AmidDetallatOrigenBooleanIndica si l'amidament detallat ha de ser mostrat com "A Origen" o com "Peridic"y'CLI_AmidamentDetallatExtMEMOAmidament detallat de la quantitat certificada per la lnia de seguiment.q& CLI_AmidamentDetallatBooleanIndicador d'amidament detallat de la quantitat certificadab&CLI_AdditiuCAADoubledem per extrapolaci additiva amb CAAFCLI_AdditiuDoubledem per extrapolaci additiva;CES_PLT_IDTextIdentificador de plantilla4CES_IDTextIdentificador de l'estructura32CES_DescripcioTextDescripci de l'estructura8CAM_MON_Id2ByteIdentificador de moneda destino.;CAM_MON_Id1ByteIdentificador de moneda origen.:CAM_FactorDoubleFactor de conversin de moneda origen a moneda destino.SCAL_SIS_IDLongIdentificador d'Unitat de Control;CAL_IDLongIdentificador de calendari02CAL_DescripcioTextDescripci del calendari6BNC_VersioTextBanc Paramtric)BNC_TipusBancLongTipus de banc (treball, de referncia...)FBNC_SisquilloOrigenTextNO USAT*!BNC_SIS_IDLongIdentificador d'Unitat de Control;<BNC_RedactorTextBanc Paramtric+BNC_RecalculPendentBooleanFlag de reclcul pendent>$BNC_RecalculAutomaticBooleanFlag de SI/NO al reccul automticJ&BNC_ProgramaEmisorTextBanc Paramtric1 BNC_PerDespesesIndirectesDouble% desp. indirectes a aplicar a les PO amb justificacia)!BNC_OrdreJerarquicBooleanNO USAT,#BNC_NomDLLTextBanc Paramtric)BNC_IndSisquilloOrigenModBooleanNO USAT3*!BNC_IndBancReferenciaModBooleanNO USAT2) BNC_DSByteBanc Paramtric%BNC_DRByteBanc Paramtric%BNC_DPByteBanc Paramtric%BNC_DNByteBanc Paramtric%BNC_DMByteBanc Paramtric%BNC_DirectoriFIETextBanc Paramtric/BNC_DIByteBanc Paramtric%BNC_DDByteBanc Paramtric%BNC_DCByteBanc Paramtric%BNC_CoefMaterialDoubleCoef. corrector aplicat als ES de materialL BNC_CoefMaquinariaDoubleCoef. corrector aplicat als ES de maquinriaP"BNC_CoefMaDObraDoubleCoef. corrector aplicat als ES de m d'obraLBNC_BancReferenciaTextCodi del banc de referncia del banc actualM J Y( NY Y Y Y Y Y Y Y Y  Y Y Y Y Y  Y  YtYY"Y$PLA_SIS_IDPLA_Progres*PLA_TemporalAutomatic&PLA_EconomicPendent&PLA_TemporalPendent PLA_UltimAnalisi"PLA_ErrorEconomic"PLA_ErrorTemporalPLA_PlanificatPLA_Actual PLA_UltimIdTasca"PLA_UltimIdLligam"PLA_IntervalCodisPLA_CAL_ID PLA_NoRestrictiuPla_ConfigGantt,PLA_AssignatPressupost(PLA_AjustRepartimentPLA_NouGanttYYY.rBPrimaryKeySisquilloPlaTancadaBooleanIndicador de si la certificaci est tancadaN CPR_CertIniciadaBooleanIndicador de si la certificaci est iniciadaP!CPR_CertAOrigenBooleanIndicador de si la certificaci s "A Origen"O CPR_AdjudicatariTextAdjudicatari,CPL_VPL_IDLongIdentificador de versi del pla9CPL_SIS_IDLongIdentificador d'Unitat de Control;CPL_ImportDoubleImport certificat del pla en la certificaciHCPL_CPR_IDLongIdentificador (nmero) de certificaci@CNI_TeoricCAADoubleImport teric certificat amb CAA (acumulat dels seus fills)ZCNI_TeoricDoubleImport teric certificat (acumulat dels seus fills)OCNI_SIS_IDLongIdentificador d'Unitat de Control;CNI_ProporcionalCAADoubleImport final estimat a certificar obtingut per extrapolaci proporcional amb CAA (acumulada dels seus fills)#CNI_ProporcionalDoubleImport final estimat a certificar obtingut per extrapolaci proporcional (acumulada dels seus fills) CNI_PressupostCAADoubleImport pressupostat amb coeficient d'adjudicaci aplicat (CAA)a!CNI_NIV_IDLongIdentificador del node a certificar del pressupostLCNI_EstimacioCAADoubleImport final estimat a certificar amb CAA (acumulat dels seus fills)f CNI_EstimacioDoubleImport final estimat a certificar (acumulat dels seus fills)[CNI_CPR_IDLongNmero de certificaci0CNI_CertificacioCAADoubleImport certificat amb CAA (acumulat dels seus fills)Y#CNI_CertificacioAnteriorDoubleImport del primer perode certificat anterior a l'actual. NO USAT.l( CNI_CertificacioDoubleImport certificat (acumulat dels seus fills)N CNI_AdditiuCAADoubledem per extrapolaci additiva amb CAA (acumulat dels seus fills)aCNI_AdditiuDoubledem per extrapolaci additiva (acumulat dels seus fills)VCLI_TeoricCAADoubleAmidament teric certificat amb CAABCLI_TeoricDoubleAmidament teric certificat7CLI_SituacioAdministrativaByteIndica si la linia te increment d'amidament, Est no aprovada, est aprovada o Liquidada("CLI_SIS_IDLongIdentificador d'Unitat de Control;CLI_ProporcionalCAADoubleAmidament final estimat a certificar obtingut per extrapolaci proporcional amb CAAx# v1/ B D > ' k  `Nt1lT[.d2DAG_EmpresaAssDOTextEmpresa d'assistncia tcnica a la Direcci d'ObraR2DAG_EmpresaAssCCTextEmpresa d'assistncia tcnica al Control de QualitatT2DAG_DelegatObraTextNom del delegat d'obra52DAG_ConstructoraTextDescripci de la constructora de l'obraG2DAG_CapObraTextNom del cap d'obra-2DAG_CapAssDOTextNom del cap de l'empresa d'assist. tc. a la Direcci d'ObraXCUF_ValorDoubleValor de la lnia (import o percentatge)CCUF_TexteTextText de la lnia.*CUF_SIS_IDLongIdentificador d'Unitat de Control.<CUF_PerBooleanIndicador de percentatge (0-import/1-percentatge)KCUF_IDIntegerIdentificador de nmero de lnia (nic per Unitat de Control)VCUF_CPR_IDLongIdentificador de certificaci7CTM_TEL_IDTextIdentificador del tipus d'element;CTM_SIS_IDLongIdentificador d'unitat de control;CTM_FAM_IDTextIdentificador de familia2CTM_ELE_PAR_IDTextIdentificador de l'element constructiuDCTM_ApartatMEMOPlec per aquest mbit0CTM_AMBITByteIdentificador de l'ambit geogrfic;CTL_VPL_IDLongIdentificador de versi del pla9CTL_TAS_IDLongIdentificador de tasca del pla8CTL_SIS_IDLongIdentificador d'Unitat de Control;CTL_PerAssignatDouble% Assignat ajust certificaci>CTL_NIV_IDLongIdentificador de nivell del pressupost@CTL_LIN_IDTextIdentificador de lnia del pressupost?CTL_ImportDoubleImport certificat-CTL_CPR_IDLongIdentificador (nmero) de certificaci@CTE_TEL_IDTextIdentificador de tipus d'element:CTE_SIS_IDLongIdentificador d'Unitat de Control;CTE_ProcedenciaTextCodi de la unitat de control de la que prov la condici tcnica_CTE_OriginalSizeLongMida original de l'arxiu de condicions tcniquesPCTE_FAM_IDTextIdentificador de famlia2CTE_ELE_PAR_IDTextIdentificador d'element o partida (a blancs si la condici tcnica s per una famlia)t2CTE_DescripcioTextDescripci identificativa de la condici tcnicaNCTE_CompressSizeLongMida de l'arxiu comprimit9CTE_ApartatMEMOCondici tcnica+CTA_VPL_IDLongIdentificador de versi del pla9CTA_TAS_IDLongIdentificador de tasca del pla8CTA_SIS_IDLongIdentificador d'Unitat de Control;CTA_PerImportIntegerPercentatge certificat respecte l'import total assignat a la taca en aquest momentrCTA_PerAvansIntegerPercentage d'aven de la tasca en aquest momentNCTA_ImportDoubleImport certificat de la tasca en la certificaciL@h h m          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!oeficient d'alumini (Al)6FRP_AcerDoubleCoeficient d'acer (S)/FPE_PRF_IDLongIdentificador de perfil12FPE_NivellSeguretatTextNivell de seguretat per defecteB! FPE_FUN_STM_IDTextIdentificador de sistema6FPE_FUN_IDLongIdentificador de funci1FOR_IDLongIdentificador de frmula.FOR_FormulaTextFrmula"2FOR_DescripcioTextDescripci de la frmula6FLA_ValorBooleanEstat del flag*FLA_SIS_IDLongCodi d'Unitat de Control2FLA_IDLongCodi de flag"FIO_SIS_IDLongIdentificador d'Unitat de Control;FIO_DataFiDate/TimeData final de l'obra que s'ha trobat en l'anlisi temporalYFIO_DataAnalisiDate/TimeData d'anlisi en la que s'ha trobat un final d'obra diferenta"FAM_TEL_IDTextIdentificador de tipus d'element:FAM_SIS_IDLongIdentificador d'Unitat de Control;FAM_RenumerableBooleanIndicador de si la famlia s modificable o noP FAM_ProcedenciaTextUnitat de Control de la que procedeix la famliaOFAM_IndSisquilloOrigenBooleanNO USAT0'FAM_IndBancReferenciaBooleanNO USAT/& FAM_ID_FIETextCodi de la familia en format FIEBDC-3?FAM_IDTextIdentificador de la famlia1FAM_DescripcioTextDescripci de la famlia6EXC_TipusTextTipus de l'excepci (genric, interval de dates, ...)NEXC_SIS_IDLongIdentificador d'Unitat de Control;EXC_IDLongIdentificador de festiu-EXC_FinsDate/TimeData fi del rang vlid3EXC_DesdeDate/TimeData inici del rang vlid7EXC_CAL_IDLongIdentificador del calendari5EST_TSI_IDLongCodi Tipus d'Unitat de Control8EST_PNO_IDTextIdentificador del literal de nivell (codi de consolidaci)T2EST_PNI_IDTextIdentificador del ttol de nivell;EST_PLT_IDTextIdentificador de plantilla4EST_NES_IDLongIdentificador de profunditat6EST_IDLongCodi d'estat"EST_EST_IDLongIdentificador del node pare52EST_DescripcioTextDescripci de l'estat3EST_CES_IDTextIdentificador de l'estructura7ESP_PAR_TEL_IDTextIdentificador de tipus de partida?ESP_PAR_SIS_IDLongIdentificador de la Unitat de Control ofertaJESP_PAR_IDTextIdentificador de la partida5ESP_PAR_FAM_IDTextIdentificador de famlia6O YN Y Y  Y dY  Y D Y cdY  Y R( PLT_IDPLT_DataPLT_DescripcioPLT_DataCreacioPLT_UsrCreacioPLT_EnUS&PLT_DataModificacio$PLT_UsrModificacioaraKYYY.rB.rCPrimaryKeyI_TipusTextTipus de lligam(LLI_TAS_2_IDLongIdentificador de tasca dest8LLI_TAS_1_IDLongIdentificador de tasca origen9LLI_SIS_IDLongIdentificador d'Unitat de Control;LLI_PrimerIniciDate/TimeData de primer inici del lligamC"LLI_PrimerFinalDate/TimeData de primer fi del lligam@"LLI_IndPerDuradaBooleanIndicador de si la durada s en % sobre la durada de la tasca origen del lligamr!LLI_IDLongIdentificador de lligam-LLI_FolgLongFolgana del lligam+LLI_DuradaLongDurada del lligam+LLI_CAL_IDLongIdentificador de calendari4LIN_SIS_IDLongIdentificador d'Unitat de Control;LIN_PeriodeLongNumero de perode de seguiment en que s'ha creat la lniaTLIN_PAR_TEL_IDTextCodi de tipus de PO (Carcters 1 del codi de PO)NLIN_PAR_IDTextCodi identificador de la PO (Carcters 5,6,7,8 del codi de PO)XLIN_PAR_FAM_IDTextCodi de famlia de la PO (Carcters 2,3,4 del codi de PO)WLIN_NIV_IDLongCodi de l'activitat a la que pertanyen les lnies de pressupostYLIN_ImportDoubleImport de la lnia de pressupost<LIN_IDTextIdentificador de la lnia de pressupost (000..999) (nic per activitat)]LIN_AmidamentDetallatExtMEMOCamp pels amid. detallats de la lnia de pressupost.\& LIN_AmidamentDetallatBooleanIndicador de si l'amidament s detallatO&LIN_AmidamentDoubleQuantitat d'amidament (directe o resultat dels amidaments detallats)c2LIC_VencimentCertificacionsTextVenciment certificacions. NOUS SISTEMES. No s'usa.])#LIC_UsrModificacioTextUsuari darrera modificaci. No s'usa.G LIC_UsrCreacioTextUsuari creaci de la licitaci. No s'usa.GLIC_TLI_IDLongCodi de tipus de licitaci. NOUS SISTEMES. No s'usa.NLIC_TerminiGarantiaDoubleTermini de garantia. NOUS SISTEMES. No s'usa.R#LIC_TerminiDoubleTermini$LIC_SIS_IDLongIdentificador de l'oferta base (SISQUILLO)D2LIC_RevisioPreusTextRevisi de preus. NOUS SISTEMES. No s'usa.J2LIC_PressupostTextPressupost de licitaci5LIC_OFE_IDLongCodi d'oferta adjudicada. NOUS SISTEMES. No s'usa.LLIC_ImportMaxCreditDoubleImport mxim de crdit. NOUS SISTEMES. No s'usa.U#LIC_IDTextIdentificador de la licitaci3LIC_Homo_IniciadaBooleanIndicador de si ja hi ha ofertes homogenetzades.U"2LIC_GarantiaProvTextGarantia provisional. NOUS SISTEMES. No s'usa.N2LIC_GarantiaDefTextGarantia definitiva. NOUS SISTEMES. No s'usa.L2LIC_EnUSTextMarca de si la licitaci est en s (oberta per alg). No s'usa.X2LIC_DescripcioTextDescripci de la licitaci8LIC_DataPresentacioOfertesDate/TimeData de presentaci d'ofertes. NOUS SISTEMES. No s'usa.f-"LIC_DataOberturaOfertesDate/TimeData d'obertura d'ofertes. NOUS SISTEMES. No s'usa._*v16 g % T B 7 \ 2t2hX`*{PAR_CTE_FAM_IDTextIdentificador de famlia de la condici tcnicaMPAR_CTE_ELE_PAR_IDTextIdentificador d'element o partida (a blancs si la condici tcnica s per una famlia) de la condici tcnica PAR_CodiITECTextCodi ITEC%PAR_ClaseLongPer identificar tipus especials de PO>PAE_ValorBooleanActiva/Inactiva+PAE_PAR_IDLongCodi de parmetre+PAE_EST_TSI_IDLongTipus d'Unitat de Control7PAE_EST_IDLongCodi d'estat&OPC_SIS_IDLongIdentificador de sisquillo4OPC_PGL_IDByteIdentificador de parmetre global;OPC_IDByteIdentificador d'opci+dOPC_DescripcioLlargaTextDescripci Llarga5"2OPC_DescripcioTextDescripci(OFE_VersioLongIdentificador de l'oferta base presentada pel mateix licitador que presenta aquesta variant (noms per ofertes variants)OFE_TerminiDoubleTermini d'execuci de l'obra ofertada pel licitador (en mesos).\OFE_SIS_IDInicialLongId. de la Unitat de Control abans de l'homogenetzaci.XOFE_SIS_IDLongIdentificador de la unitat de control ofertaFOFE_ReportHMGMEMOIncidncies detectades en el procs d'homogenetzaci.SOFE_PathInicialTextPath del cam del .mdb que cont la UC abans de l'homogenetzaci`OFE_PathTextCam on es troba l'oferta presentada pel licitador abans d'homogenetzar.aOFE_ObservacionsTextObservacions de l'oferta.9OFE_LIC_IDTextIdentificador de la licitaci7OFE_LIC_CIA_IDLongIdentificador de la companyia que convoca la licitaciTOFE_InclosaBooleanL'oferta homogenetzada est inclosa en la comparaci?TOFE_ImportInicialDoubleImport de l'oferta abans de l'homogenetzaciP!OFE_ImportDoubleImport de l'oferta.OFE_IDLongIdentificador de l'oferta/OFE_HomogeneitzadaBooleanIndicador de si l'oferta est homogenetzadaQ#OFE_EXT_IDLongIdentificador del provedor (entitat externa) NOUS SISTEMES. 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NO USAT.   0   mCLI_AmidamentDetallatExt   Q IAmidament detallat de la quantitat certificada per la lnia de seguiment.    CLI_SituacioAdministrativa   ` XIndica si la linia te increment d'amidament, Est no aprovada, est aprovada o Liquidada    m" CLI_ADEstimat  .CLI_ADEstimatExt    Cą|?ԷuG*bj[_* Lz LyMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p L{ H Cą|?ԷuG*bj[_* Hz HyMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p H{ E Cą|?ԷuG*bj[_* E  ! HȿY缳'ˎ?VvWx{* Ez EyMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p E{ A Cą|?ԷuG*bj[_* A  ! HȿY缳'ˎ?VvWx{* Az AyMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p A{ = Cą|?ԷuG*bj[_* =  ! HȿY缳'ˎ?VvWx{* =z =yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p ={ : Cą|?ԷuG*bj[_* :  ! HȿY缳'ˎ?VvWx{* :z :yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p :{ 7 Cą|?ԷuG*bj[_* 7  ! HȿY缳'ˎ?VvWx{* 7z 7yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p 7{ 4 Cą|?ԷuG*bj[_* 4  ! HȿY缳'ˎ?VvWx{* 4z 4yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p 4{ 1 Cą|?ԷuG*bj[_* 1  ! HȿY缳'ˎ?VvWx{* 1z 1yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p 1{ . Cą|?ԷuG*bj[_* .z .yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p .{ + Cą|?ԷuG*bj[_* +  ! HȿY缳'ˎ?VvWx{* +z +yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p +{ ( Cą|?ԷuG*bj[_* (  ! HȿY缳'ˎ?VvWx{* (z (yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p ({ % Cą|?ԷuG*bj[_* %z %yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p %{ " Cą|?ԷuG*bj[_* "  ! HȿY缳'ˎ?VvWx{* "z "yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p "{  Cą|?ԷuG*bj[_* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_* l YNY  Y  Y  Y  Y AMC_SIS_ID AMC_ID"AMC_DescripcioCAT"AMC_DescripcioCAS AMC_UAQ_tNumQ_ccndYYYiYY.rB.rC.rDPrimaryKeyQualitatQ_ACeguiment a que fa referncia. CPR_ID       m; 3Nmero de certificaci (nic per Unitat de Control) CPR_DataCert     F >Data de la certificaci (sol coincidir amb el dia del consell)q CPR_DataInici     . &Data inici del perode de certificaciq CPR_DataFinal     . &Data final del perode de certificaciCPR_CertTancada      m4 ,Indicador de si la certificaci est tancadaCPR_CertIniciada      m5 -Indicador de si la certificaci est iniciadaCPR_CertAOrigen      m5 -Indicador de si la certificaci s "A Origen"CPR_RecalculPendentCert      mh `Indicador de si est pendent el reclcul de les certificacions. NO USAT. Sempre est recalculat.CPR_RecalculPendentDesv      me ]Indicador de si est pendent el reclcul de les desviacions. NO USAT. Sempre est recalculat.CPR_ImprevistosInicials       m(  Import dels imprevistos inicialsCPR_ImprevistosActuals       m' Import dels imprevistos actualsCPR_RevisioPreus      m1 )Indicador de si s'aplica revisi de preus CPR_FRP_ID       m. &Codi de la frmula de revisi de preusCPR_FRP_BOE_CNC       m- %Procedncia de la frmula (BOE o CNC) CPR_IRP_MES       mD <Codi (mes) de l'ndex de la revisi de preus (tipus Mes&Any) CPR_IRP_ANY       mD <Codi (any) de l'ndex de la revisi de preus (tipus Mes&Any)CPR_IRP_BOE_CNC       m* "Procedncia de l'ndex (BOE o CNC) CPR_CoeficientRevisioPreus       m& Coeficient de revisi de preusCPR_NumDecimalsCoef       m- %Decimals significatius del coeficientCPR_PerSenseRevisio       m1 )Percentatge sense dret a revisi de preus} CPR_SIS_ID       m* "Identificador d'Unitat de Control. CPR_UltimFull   5 -Text variable per l'ltim Full per signatures   CPR_FormatDataCert   ) !Format de la data de certificaci    mmCPR_Adjudicatari     Adjudicatari    m CPR_CoefBaixa     Coeficient d'adjudicaci   0   mv1t h 1 . F  IZc Z1kK)KAfY@AfY@Q_AssaigQ_EncAssaig{HHHHHHHHHHF J̴fY@̴fY@Q_AssaigQ_Conjunt{DDDDDDDDDDB I̴fY@̴fY@Q_AssaigQ_AssaigPropRes{PPPPPPPPPPN HAfY@AfY@Q_AssaigQ_AcTcAssaig{JJJJJJJJJJH GpxfY@pxfY@Q_AssaigPropResQ_SerAssaigPropRes{ddddddddddb FpxfY@pxfY@Q_AssaigPropResQ_EspecPropRes{\\\\\\\\\\Z E#fY@#fY@Q_ALQ_ALMOSTRA{>>>>>>>>>>< D#fY@#fY@Q_ALQ_AlLotSer{>>>>>>>>>>< C#fY@#fY@Q_ALQ_ALEST{88888888886 B̴fY@̴fY@Q_ACQ_POFamAC{<<<<<<<<<<: A̴fY@̴fY@Q_ACQ_CondFreq{>>>>>>>>>>< @̴fY@̴fY@Q_ACQ_AcTcAssaig{BBBBBBBBBB@ ?@t6@@t6@PressupostUltimFull{HHHHHHHHHHF >t6@t6@PressupostTitolNivell{LLLLLLLLLLJ = t6@ t6@PressupostCertPressupost{RRRRRRRRRRP <`!uu6@`!uu6@PlaVersioPla{::::::::::8 ;/u6@/u6@PlantillaLiteralNivell{NNNNNNNNNNL :u6@u6@PlantillaCapEstructura{NNNNNNNNNNL 9DfY@DfY@PartidaQ_TramPO{@@@@@@@@@@> 8DfY@DfY@PartidaQ_POTcAssaig{HHHHHHHHHHF 7DfY@DfY@PartidaQ_FreqAssaigPO{LLLLLLLLLLJ 6*nfY@*nfY@PartidaPartidaComposta1{PPPPPPPPPPN 5lfY@lfY@PartidaPartidaComposta{NNNNNNNNNNL 4*nfY@*nfY@PartidaLinia{::::::::::8 3lfY@lfY@PartidaJustificacio{HHHHHHHHHHF 2l1"@l1"@OfertaEstadisticaPartidas{TTTTTTTTTTR 1l1"@l1"@OfertaEstadisticaComponentes{ZZZZZZZZZZX 0DfY@DfY@NivellQ_Tram{::::::::::8 /t6@t6@NivellNivell{::::::::::8 .`t6@`t6@NivellLinia{88888888886 -@u6@@u6@NivellCertNivell{BBBBBBBBBB@ , ?6Q@ ?6Q@LiteralNodeEstructura{LLLLLLLLLLJ +w77Q@w77Q@LiteralNivellLiteralNode{RRRRRRRRRRP * @7Q@ @7Q@LiteralNivellLiteralNivell_Estructura{llllllllllj ) C7Q@ C7Q@LiteralNivell_EstructuraEstructura{ffffffffffd (`f)%S@`f)%S@LiniaTasca_Linia{BBBBBBBBBB@ 't6@t           "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(khoQ`JMQimYSYMJMYdOJmJMQimYSYMJMYd'SJ`Y^YJfJimYOJ ^YMYmJMYdMiYmQiYkQkfQMYJ^k ^YMYmJMYddSQimJ ^YbYJMQim^YbYJ ^YbYJmJkMJ+^YbYJ ^YmQiJ^bYqQ^^+QkmioMmoiJQkmioMmoiJ ^YmQiJ^bYqQ^^^YmQiJ^bYqQ^^+QkmioMmoiJ ^YmQiJ^bYqQ^^^YmQiJ^bdOQ ^YmQiJ^bdOQQkmioMmoiJ bYqQ^^MQimbYqQ^^ bYqQ^^^YbYJ bYqQ^^bYqQ^^ bYqQ^^h+miJ` 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l'element o la PO componentJUS_ELE_FAM_ID       m? 7Identificador de famlia de l'element o la PO component JUS_ELE_ID       m4 ,Identificador de l'element o la PO component JUS_Amidament       m0 (Amidament de l'element o la PO component JUS_Import       mD <Import component * amidament component [/ rendiment compost]| JUS_SIS_ID       m) !Identificador d'Unitat de Control) JUS_MASCARA   KKD OrderByOn Description ColumnWidth ColumnOrder ColumnHidden DecimalPlacesRequiredDisplayControlAllowZeroLength DefaultValue^ I ACont els coeficients dels diferents ndexs de Revisi de Preus.m IRP_MES      m Codi de l'ndex (Mes)m IRP_ANY      m Codi de l'ndex (Any)~ IRP_BOE_CNC      m* "ProcedKKDFilterOrderByValidationRuleValidationText OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLengthDisplayControl DecimalPlaces  Cont la justificaci de les partides que en tenen, indicant el codi de la partida, el codi del component, l'amidament del component, i l'import resultant.JUS_PAR_TEL_ID       m0 (Identificador de tipus de la PO compostaJUS_PAR_FAM_ID       m2 *Identificador de famlia de la PO compostaz JUS_PAR_ID       m' Identificador de la PO compostaJUS_ELE_TEL_ID       m> 6Identificador del tipus de l'element o la PO componentJUS_ELE_FAM_ID       m? 7Identificador de famlia de l'element o la PO component JUS_ELE_ID       m4 ,Identificador de l'element o la PO component JUS_Amidament       m0 (Amidament de l'element o la PO component JUS_Import       mD <Import component * amidament component [/ rendiment compost]| JUS_SIS_ID       m) !Identificador d'Unitat de Control) JUS_MASCARA   v1wF3 x G 4 y f z g { h | i $%W&%ubvubaN;{ z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p { z TyMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p { y2b2_ҋՄfZdG"zOGZ:Me']՞ԛԁN?h5qb qND &ei5ޗP\{:c\ ? 2p z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p { y2b2_ҋՄfZdG"zOGZ:Me']՞ԛԁN?h5qb qND &ei5ޗP\{:c\ ? 2p  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  z  yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p  {  z  yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p  { y2b2_ҋՄfZdG"zOGZ:Me']՞ԛԁN?h5qb qND &ei5ޗP\{:c\ ? 2p  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p { TyMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\ Z          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWELFOGOHOIOJOKRLRRRRVVVVVZ Z Z Z Z ^^^^^aaaaddddhhhhhl l!l"l#l$o%o&o'o(o)r*r+r,r-{.{/{0{1{23456789:;<=>?@ABCDEFGHIJK      !"#$%&'(+,-./0123456789:;<=>?@      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJK                !"#$%&'()*+,-./0123456789:;!<!=!>!?!@$A$B$C$D$E'F'G'H'I'J*K****---     !t YN  ^^Y Y  Y  Y Y Y   Y  Y dY  Y  Y   Y  d Y   dLOT_SIS_ID LOT_IDLOT_GRA_IDLOT_CND_IDLOT_ACCEPTATLOT_ACCEPTATDO LOT_OBSERVACIONSLOT_TIPUSCAPALOT_TRA_IDLOT_PK1LOT_PK2LOT_CAPALOT_ZONA_SAO^_CUY Y`YcY.rB.rC.rDPrimaryKeymp MON_Simbolo    Smbolo de la moneda   mKKDValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLengthDisplayControl DecimalPlacesZ E =Cont les dades de cada un dels lligams d'una versi del Pla.n LLI_ID       m Identificador de lligamz LLI_TAS_1_IDKKDValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat DecimalPlaces InputMaskCaption DefaultValueRequiredDisplayControlAllowZeroLengthD / 'Cont el nom i el simbol de cada moneda MON_Id   3 +Identificador de Moneda (1-Peseta / 2-Euro)    0  ms MON_Nombre     Descripcin de la moneda   mp MON_Simbolo    Smbolo de la moneda   mKKDValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLengthDisplayControl DecimalPlacesZ E =Cont les dades de cada un dels lligams d'una versi del Pla.n LLI_ID       m Identificador de lligamz LLI_TAS_1_ID       m% Identificador de tasca origeny LLI_TAS_2_ID       m$ Identificador de tasca dest| LLI_SIS_ID       m) !Identificador d'Unitat de Controli LLI_Tipus       m Tipus de lligaml LLI_Durada       m Durada del lligamlLLI_Folg       m Folgana del lligamu LLI_CAL_ID       m" Identificador de calendari} LLI_VPL_ID       mKKDValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat DecimalPlaces InputMaskCaption DefaultValueRequiredDisplayControlAllowZeroLengthD / 'Cont el nom i el simbol de cada moneda MON_Id   3 +Identificador de Moneda (1-Peseta / 2-Euro)    0  ms MON_Nombre     Descripcin de la moneda   mp MON_Simbolo    Smbolo de la moneda   mv1      !"#$%&'(ABC)*DEFG56789:;<=>?@ABCDEFGHI""""" % % % % (((((+++++....11111 4!4"4#4$4%7&7'7(7)7*:+:,:-:.:/=0=1=2=3=4A5A6A7A8A9E:E;E<E=E>H?H@HAHBLCLDLELFOGOHOIOJOKRLRRRRVVVVVZ Z Z Z Z ^^^^^aaaaddddhhhhhl l!l"l#l$o%o&o'o(o)r*r+r,r-{.{/{0{1{23456789:;<=>?@ABCDEFGHIJK     KKDFilterOrderByValidationRuleValidationText OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLengthDisplayControl DecimalPlaces  Per un pressupost, cont la seva estructura en forma d'arbre. Cont les relacions pare-fill dels nodes que composen l'estructura. NIV_ID       m; 3Identificador del node (nic per Unitat de Control)v NIV_NIV_ID       m# Identificador del node pare| NIV_TNI_ID       m) !Identificador del ttol de nivellx NIV_TNO_ID       m% Codi de consolidaci del noderNIV_Descripcio       m Descripci del node NIV_Total       m; 3Import acumulat en base als imports dels seus fills| NIV_SIS_ID       m) !Identificador d'Unitat de Controlx NIV_Repeticio   " Codi de repetici del node    mNIV_ID_OfertaBase   k cCamp a utilitzar en les homogenetzacions. Cont el nmero d'aquest mateix nivell en l ]          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ    Descripci mlPGL_OpcioTriada        Opci triada   mD/ 'Parmetres globals d'un banc paramtric KKD OrderByOn ColumnWidth ColumnOrder ColumnHidden Description DecimalPlaces DefaultValueRequirKKDRequiredAllowZeroLength DescriptionValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHiddenFormat DecimalPlaces InputMaskCaption DefaultValueDisplayControlu PGL_SIS_ID      " Identificador de Sisquillo   mx PGL_ID      ) !Identificador de parmetre global   miPGL_Descripcio         Descripci KKDRequiredAllowZeroLength DescriptionValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHiddenFormat DecimalPlaces InputMaskCaption DefaultValueDisplayControlu PGL_SIS_ID      " Identificador de Sisquillo   mx PGL_ID      ) !Identificador de parmetre global   miPGL_Descripcio         Descripci mlPGL_OpcioTriada        Opci triada   mD/ 'Parmetres globals d'un banc paramtric KKD OrderByOn ColumnWidth ColumnOrder ColumnHidden Description DecimalPlaces DefaultValueRequiredDisplayControlFormatFilterOrderByValidationRulKKDRequiredAllowZeroLength DescriptionValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHiddenFormat DecimalPlaces InputMaskCaption DefaultValueDisplayControlu PGL_SIS_ID      " Identificador de Sisquillo   mx PGL_ID      ) !Identificador de parmetre global   miPGL_Descripcio         Descripci mlPGL_OpcioTriada        Opci triada   mD/ 'Parmetres globals d'un banc paramtric $ Y( NaaY Y  Y 0 Y I Y  Y m Y eY  Y  Y  tY  Y   Y  (Y  "Y *Y 2Y :YBYJLOE_SIS_IDLOE_LOT_IDLOE_ASS_IDLOE_PRR_IDLOE_NPROPIETATLOE_UACatLOE_UACasLOE_PROMIGLOE_DESVIACIOLOE_CUMPLEIX LOE_NUMRESULTATSLOE_NUMFORAESPLOE_ESPALFALOE_ESPMINLOE_ESPMAXLOE_TOLMINLOE_TOLMAXLOE_VALORMINLOE_VALORMAXabaYuYY]PrimaryKeyQ_LotQ_LotEst11 4!4"4#4$4%7&7'7(7)7*:+:,:-:.:/=0=1=2=3=4A5A6A7A8A9E:E;E<E=E>H?H@HAHBLCLDLELFOGOHOIOJOKRLRRRRVVVVVZ Z Z Z Z ^^^^^aaaaddddhhhhhl l!l"l#l$o%o&o'KKD OrderByOn Description ColumnWidth ColumnOrder ColumnHiddenRequiredAllowZeroLengthDisplayControlValidationRuleValidationTextFilterOrderByFormatCaption InputMask DefaultValue  {Perfil de l'usuari, a NOUS SISTEMES coincideix amb el perfil de l'usuari connectat. En Local s el perfil definit a TCQ.INIU PRF_ID   " Identificador de la funcitPRF_Descripcio    Descripci del perfil   mKKDFilterOrderByValidationRuleValidationText OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLengthDisplayControl DecimalPlaces  Cont les justificacions dels conjunts de partides d'obra que sn partides d'obra, indicant el codi de la partida composta, el codi de la partida component, l'amidament i l'import resultant. PCO_1_TEL_ID       m0 (Identificador de tipus de la PO composta PCO_1_FAM_ID       m2 *Identificador de famlia de la PO composta| PCO_1_PAR_ID       m' Identificador de la PO composta PCO_2_TEL_ID       m1 )Identificador de tipus de la PO component PCO_2_FAM_ID      KKD OrderByOn Description ColumnWidth ColumnOrder ColumnHiddenRequiredAllowZeroLengthDisplayControlValidationRuleValidationTextFilterOrderByFormatCaption InputMask DefaultValue  {Perfil de l'usuari, a NOUS SISTEMES coincideix amb el perfil de l'usuari connectat. En Local s el perfil definit a TCQ.INIU PRF_ID   " Identificador de la funcitPRF_Descripcio    Descripci del perfil   mv1KKDValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLengthDisplayControld O GEn el submdul de Plantilles, cont les dades generals d'una plantilla.q PLT_ID   " Identificador de plantilla    mPLT_Data b  q iData de l'ltima modificaci de la plantilla. S'utilitza per la validaci de la plantilla d'un pressupost General Date  yPLT_Descripcio   " Descripci de la plantilla    miPLT_DataCreacio   $ Data creaci de la plantilla  iPLT_DataModificacio     Data darrera modificaci  }PLT_UsrModificacio   " Usuari darrera modificaci    msPLT_UsrCreacio   & Usuari creaci de la plantilla   PLT_EnUS   = 5Marca de si la plantilla est en s (oberta per alg)    mKKDValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLengthDisplayControl DecimalPlaces> ) !Cont les dades generals del Pla.PLA_TemporalAutomatic     0   m/ 'Indicador d'anlisi temporal automticax PLA_Progres     0   j$ Indicador d'estat de progrsPLA_EconomicPendent     0   m- %Indicador d'anlisi econmica pendentPLA_TemporalPendent     0   m, $Indicador d'anlisi temporal pendentpPLA_UltimAnalisi     * "Data de l'ltima anlisi efectuadaPLA_ErrorEconomic  KKDValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLengthDisplayControld O GEn el submdul de Plantilles, cont les dades generals d'una plantilla.q PLT_ID   " Identificador de plantilla    mPLT_Data b  q iData de l'ltima modificaci de la plantilla. S'utilitza per la validaci de la plantilla d'un pressupost General Date  yPLT_Descripcio   " Descripci de la plantilla    miPLT_DataCreacio   $ Data creaci de la plantilla  iPLT_DataModificacio     Data darrera modificaci  }PLT_UsrModificacio   " Usuari darrera modificaci  X `          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ] Relaci d'atributsKKD.RequiredAllowZeroLength DescriptionD APR_SIS_ID % Identificador de l'U.C.(banc)@ APR_ASS_ID  KKD>RequiredAllowZeroLengthValidationRule DescriptionD ATR_SIS_ID % Identificador de l'U.C.(banc)F ATR_ID  " Identificador de l'atributKATR_DescripcioCat   Descripci en catalMATR_DescripcioCas   Descripci en castell ATR_Tipus   "A" OR "N" OR "D"\ TIndica si l'atribut de la propietat s de tipus Alfanumric: A, Numric: N o Data: D& Relaci d'atributsKKD.RequiredAllowZeroLength DescriptionD APR_SIS_ID % Identificador de l'U.C.(banc)@ APR_ASS_ID   Codi de l'assaigM APR_PRR_ID  % Identificador de la propietatY APR_Ordre ; 3Nmero d'ordenaci de la propietat dins de l'assaigH< 4Associaci assaigs - propietats. assaig amb nic = 2KKD.RequiredAllowZeroLength DescriptionD ALE_SIS_ID % Identificador de l'U.C.(banc)K ALE_AGL_ID , $Identificador de l'Agrupaci de LotsI ALE_ASS_ID  ! Identificador de l'AssaigY ALE_PRR_ID  1 )Identificador de la Propietat de l'Assaig7ALE_NPROPIETAT KKD>RequiredAllowZeroLengthValidationRule DescriptionD ATR_SIS_ID % Identificador de l'U.C.(banc)F ATR_ID  " Identificador de l'atributKATR_DescripcioCat   Descripci en catalMATR_DescripcioCas   Descripci en castell ATR_Tipus   "A" OR "N" OR "D"KKD>RequiredAllowZeroLengthValidationRule DescriptionD ATR_SIS_ID % Identificador de l'U.C.(banc)F ATR_ID  " Identificador de l'atributKATR_DescripcioCat   Descripci en catalMATR_DescripcioCas   Descripci en castell ATR_Tipus   "A" OR "N" OR "D"\ TIndica si l'atribut de la propietat s de tipus Alfanumric: A, Numric: N o Data: D& Relaci d'atributs JY80NddY Y  Y @<Y Y Y Y Y "Y *Y  2Y  4Y  < Y  s Y  YDLEF_SIS_IDLEF_LOT_IDLEF_TIP_FORLEF_RESLEF_TIP_CONLEF_RES_MITLEF_RES_DESLEF_RES_MIT_EST$LEF_RES_MIT_EST_DOLEF_NUM_SERIESLEF_VOLUMLEF_RECORREGUT LEF_LOCALITZACIO(LEF_LOCALITZACIO_AUXLEF_MODALITATdeD6dZD6YY]PrimaryKey(Q_LotQ_LotEstFormigoF ASS_GRA_ID   Codi del grup d'assaig] ASS_Tefitxa 3 +Boole que indica si l'assaig t fitxa o no jTASS_Preu 7 /Preu de l'assaig (No usat a les dades generals)I ASS_UACat  " Unitat de mesura en catalK ASS_UACas  $ UniKKDNRequiredAllowZeroLengthValidationRule DescriptionDisplayControlD ASS_SIS_ID % Identificador de l'U.C.(banc)M ASS_REF 1 )Referncia del codi de l'assaig o conjuntF ASS_ID  " Codi de l'assaig o conjuntl ASS_Part_FAM  B :Part del codi d'assaig o conjunt corresponent a la famliap ASS_Part_ID  G ?PartKKDNRequiredAllowZeroLengthValidationRule DescriptionDisplayControlD ASS_SIS_ID % Identificador de l'U.C.(banc)M ASS_REF 1 )Referncia del codi de l'assaig o conjuntF ASS_ID  " Codi de l'assaig o conjuntl ASS_Part_FAM  B :Part del codi d'assaig o conjunt corresponent a la famliap ASS_Part_ID  G ?Part del codi d'assaig o conjunt corresponent a l'identificadorJASS_NomReduitCAT   Nom redut en catalKKDNRequiredAllowZeroLengthValidationRule DescriptionDisplayControlD ASS_SIS_ID % Identificador de l'U.C.(banc)M ASS_REF 1 )Referncia del codi de l'assaig o conjuntF ASS_ID  " Codi de l'assaig o conjuntl ASS_Part_FAM  B :Part del codi d'assaig o conjunt corresponent a la famliap ASS_Part_ID  G ?Part del codi d'assaig o conjunt corresponent a l'identificadorJASS_NomReduitCAT   Nom redut en catalLASS_NomReduitCAS   Nom redut en castellKASS_DescripcioCAT   Descripci en catalMASS_DescripcioCAS   Descripci en castell_ ASS_EsConjunt 3 +Boole que indica si s un assaig o conjunt jF ASS_GRA_ID   Codi del grup d'assaig] ASS_Tefitxa 3 +Boole que indica si l'assaig t fitxa o no jTASS_Preu 7 /Preu de l'assaig (No usat a les dades generals)I ASS_UACat  " Unitat de mesura en catalK ASS_UACas  $ Unitat de mesura en castellASS_Realitzacio   "P" OR "E" OR "F"K CMoment de realitzaci de l'assaig. P: previ , E: execuci, F: Final; ASS_Termini  Duraci del Termini:. &Relaci d'assaigs i conjunts d'assaigsv1      !"#$%&'(ABC)*KKD.RequiredAllowZeroLength DescriptionD CON_SIS_ID % Identificador de l'U.C.(banc)< CON_ID   Codi del conjunt@ CON_ASS_ID   Codi de l'assaig9- %Justificaci dels conjunts en assaigsKKD.RequiredAllowZeroLength DescriptionD CTT_SIS_ID % Identificador de l'U.C.(banc)N CTT_CND_ID  & Identificador del condicionantG CTT_PO  # Identificador de la partidaQ CTT_TC_ID  * "Identificador del tipus de control= CTT_TRA_ID  Identificador del tramIKKD.RequiredAllowZeroLength DescriptionD CON_SIS_ID % Identificador de l'U.C.(banc)< CON_ID   Codi del conjunt@ CON_ASS_ID   Codi de l'assaig9- %Justificaci dels conjunts en assaigsKKD.RequiredAllowZeroLength DescriptionD CTT_SIS_ID % Identificador de l'U.C.(banc)N CTT_CND_ID  & Identificador del condicionantG CTT_PO  # Identificador de la partidaQ CTT_TC_ID  * "Identificador del tipus de control= CTT_TRA_ID  Identificador del tramKKD.RequiredAllowZeroLength DescriptionD CON_SIS_ID % Identificador de l'U.C.(banc)< CON_ID   Codi del conjunt@ CON_ASS_ID   Codi de l'assaig9- %Justificaci dels conjunts en assaigsKKD.RequiredAllowZeroLength DescriptionD CTT_SIS_ID % Identificador de l'U.C.(banc)N CTT_CND_ID  & Identificador del condicionantG CTT_PO  #KKD.RequiredAllowZeroLength DescriptionD CON_SIS_ID % Identificador de l'U.C.(banc)< CON_ID   Codi del conjunt@ CON_ASS_ID   Codi de l'assaig9- %Justificaci dels conjunts en assaigsKKD.RequiredAllowZeroLength DescriptionD CTT_SIS_ID % Identificador de l'U.C.(banc)N CTT_CND_ID  & Identificador del condicionantG CTT_PO  # Identificador de la partidaQ CTTKKD.RequiredAllowZeroLength DescriptionD CON_SIS_ID % Identificador de l'U.C.(banc)< CON_ID   Codi del conjunt@ CON_ASS_ID   Codi de l'assaig9- %Justificaci dels conjunts en assaigsKKD.RequiredAllowZeroLength DescriptionD CTT_SIS_ID % Identificador de l'U.C.(banc)N CTT_CND_ID  & Identificador delKKD.RequiredAX  c          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`SIS_ID % Identificador de l'U.C.(banc)E FRG_COD_ID   Codi del condicionantJ FRG_ASS_ID  " Codi de l'assaig o conjuntFFRG_Unic  L'assaig ha de ser nic j< FRG_Minim  Nombre d'assaigs mnim; FRG_FVolum KKD>RequiredAllowZeroLength DescriptionDisplayControlD FRG_SIS_ID % Identificador de l'U.C.(banc)E FRG_COD_ID   Codi del condicionantJ FRG_ASS_ID  " Codi de l'assaig o conjuntFFRG_Unic  L'assaig ha de ser nic j< FRG_Minim  Nombre d'assaigs mnim; FRG_FVolum  Freqncia per volumL FRG_UVolum  $ Unitat d'amidament per volumE FRG_FTemps & Freqncia per temps (No Usat)V FRG_UTemps  . &Unitat d'amidament per temps (No Usat)LFRG_TipusCalcul (  Tipus KKD>RequiredAllowZeroLength DescriptionDisplayControlD FRG_SIS_ID % Identificador de l'U.C.(banc)E FRG_COD_ID   Codi del condicionantJ FRG_ASS_ID  " Codi de l'assaig o conjuntFFRG_Unic  L'assaig ha de ser nic j< FRG_Minim  KKD>RequiredAllowZeroLength DescriptionDisplayControlD FRG_SIS_ID % Identificador de l'U.C.(banc)E FRG_COD_ID   Codi del condicionantJ FRG_ASS_ID  " Codi de l'assaig o conjuntFFRG_Unic  L'assaig ha de ser nic j< FRG_Minim  Nombre d'assaigs mnim; FRG_FVolum  Freqncia per volumL FRG_UVolum  $ Unitat d'amidament per volumE FRG_FTemps & Freqncia per temps (No Usat)V FRG_UTemps  . &Unitat d'amidament per temps (No Usat)LFRG_TipusCalcul (  Tipus de clcul de la freqnciaQ FRG_DisTemps 0 (Tipus de distribuci per temps (No Usat)P FRG_Corrector . &Corrector d'amidament de la freqnciag[ SAgrupacions de freqncies d'assaigs segons condicionant (del AC i TC corresponent)ZYNggY  Y <Y Y  Y TCP_SIS_IDTCP_TIP_FORTCP_RESTCP_TIPUSTCP_COMPTADORER_TghYPrimaryKeyequiredAllowZeroLength DescriptionD GPM_SIS_ID % Identificador de l'U.C.(banc)F GPM_GRA_ID   Codi del grup d'assaigM GPM_PRM_ID  % Identificador de la propietatY GPM_Ordre ; 3Nmero d'ordenaci de la propietat dins de l'assaig[ GPM_FaLot = 5Boole que indica que el atribut s relevant per tots2& Associaci Mostra - PropietatsKKD.RequiredAllowZeroLength DescriptionD GAL_SIS_ID % Identificador de l'U.C.(banc)F GAL_GRA_ID   Identificador del full= GAL_GAF_ID  Identificador del fullJ GAL_ASS_ID  " Codi de l'assaig o conjunt GAL_MAXIM 4(  Nmero mxim de fulls per assaigKKD.RequiredAllowZeroLength DescriptionD GAF_SIS_ID % Identificador de l'U.C.(banc)O GAF_GRA_ID  ' Identificador del grup d'assaig9 GAF_ID  Identificador del full4 GAF_Ordre  Ordre del fullKGAF_DescripcioCat   Descripci en catalMGAF_DescripcioCas   Descripci en castell9GAF_Data  Data d'alta del full:GAF_Full    Full d'excel1 GAF_XML   Full) Full associat a un GAKKD.RequiredAllowZeroLength DescriptionD GRA_SIS_ID % Identificador de l'U.C.(banc)BKKD.RequiredAllowZeroLength DescriptionD GPM_SIS_ID % Identificador de l'U.C.(banc)F GPM_GRA_ID   Codi del grup d'assaigM GPM_PRM_ID  % Identificador de la propietatY GPM_Ordre ; 3Nmero d'ordenaci de la propietat dins de l'assaig[ GPM_FaLot = 5Boole que indica que el atribut s relevant KKD.RequiredAllowZeroLength DescriptionD GPM_SIS_ID % Identificador de l'U.C.(banc)F GPM_GRA_ID   Codi del grup d'assaigM GPM_PRM_ID  % Identificador de la propietatY GPM_Ordre ; 3Nmero d'ordenaci de la propietat dins de l'assaig[ GPM_FaLot = 5Boole que indica que el atribut s relevant per tots2& Associaci Mostra - PropietatsKKD.RequiredAllowZeroLength DescriptionD GAL_SIS_ID % Identificador de l'U.C.(banc)F GAL_GRA_ID   IdKKD.RequiredAllowZeroLength DescriptionD GPM_SIS_ID % Identificador de l'U.C.(banc)F GPM_GRA_ID   Codi del grup d'assaigM GPM_PRM_ID  % Identificador de la propietatY GPM_Ordre ; 3Nmero d'ordenaci de la propietat dins de l'assaig[ GPM_FaLot = 5Boole que inKKD.RequiredAllowZeroLength DescriptionD GPM_SIS_ID % Identificador de l'U.C.(banc)F GPM_GRA_ID   Codi del grup d'assaigM GPM_PRM_ID  % Identificador de la propietatY GPM_Ordre ; 3Nmero d'ordenaci de la propietat dins de l'assaig[ GPM_FaLot = 5Boole que indica que el atribut s relevant per tots2& Associaci Mostra - Propietatsv1KKD>RequiredAllowZeroLengthValidationRule Description> LEF_SIS_ID  Identificador de l'U.C.; LEF_LOT_ID  Identificador de LotN LEF_TIP_FOR  % Tipus de Formig (HA, HM, HP)F LEF_RES * "Resistncia dessitjada del formig LEF_TIP_CON  1 OR 2 OR 3 OR 4 OR 5b ZTipus de control de producci: 1-A amb seKKD>RequiredAllowZeroLengthValidationRule Description> LEF_SIS_ID  Identificador de l'U.C.; LEF_LOT_ID  Identificador de LotN LEF_TIP_FOR  % Tipus de Formig (HA, HM, HP)F LEF_RES * "Resistncia dessitjada del formig LEF_TIP_CON  1 OR 2 OR 3 OR 4 OR 5b ZTipus de control de producci: 1-A amb seg qualitat; 2-A sense seg qualitat; 3-B; 4-C, 5-D9 LEF_RES_MIT  Resistncia MitjaC LEF_RES_DES # Desviaci de la ResistnciaFLEF_RES_MIT_EST " Resistncia Mitja EstimadaLLEF_RES_MIT_EST_DO % Resistncia Mitja Estimada DOQLEF_NUM_SERIES . &Nmero de series de provetes a 28 dies? LEF_VOLUM ! Volum acumulat d'amassada5LEF_RECORREGUT   RecorregutBLEF_LOCALITZACIO    LocalitzaciFKKD>RequiredAllowZeroLengthValidationRule Description> LEF_SIS_ID  Identificador de l'U.C.; LEF_LOT_ID  Identificador de LotN LEF_TIP_FOR  % Tipus de Formig (HA, HM, HP)F LEF_RES * "Resistncia dessitjada del formig LEF_TIP_CON  1 OR 2 OR 3 OR 4 OR 5b ZTipus de control de producci: 1-A amb seg qualitat; 2-A sense seg qualitat; 3-B; 4-C, 5-D9 LEF_RES_MIT  Resistncia MitjaC LEF_RES_DES # Desviaci de la ResistnciaFLEF_RES_MIT_EST " Resistncia Mitja EstimadaLLEF_RES_MIT_EST_DO % Resistncia Mitja Estimada DOQLEF_NUM_SERIES . &Nmero de series de provetes a 28 dies? LEF_VOLUM ! Volum acumulat d'amassada5LEF_RECORREGUT   RecorregutBLEF_LOCALITZACIO    LocalitzaciFLEF_LOCALITZACIO_AUX    Localitzaci# Lots de FormigKKD.RequiredAllowZeroLength DescriptionD LOE_SIS_ID % Identificador de l'U.C.(banc)< LOE_LOT_ID  Identificador del LotI LOE_ASS_ID KKD>RequiredAllowZeroLengthValidationRule Description> LEF_SIS_ID  Identificador de l'U.C.; LEF_LOT_ID  Identificador de LotN LEF_TIP_FOR  % Tipus de Formig (HA, HM, HP)F LEF_RES * "Resistncia dessitjada del formig LEF_TIP_CON  1 OR 2 OR 3 OR 4 OR 5b ZTipus de control de producci: 1-A amb seg qualitat; 2-A sense seg qualitat; 3-B; 4-C, 5-D9 LEF_RES_MIT  Resistncia MitjaC LEF_RES_DES # Desviaci de la ResistnciaFLEF_RES_MIT_EST " Resistncia Mitja EstimadaLLEF_RES_MIT_EST_DO % Resistncia Mitja Estimada DOQLEF_NUM_SERIES . &Nmero de series de provetes a 28 dies? LEF_VOLUM ! Volum acumulat d'amassada5LEF_R f          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`c! Identificador de la srieF SPM_GRA_ID   Codi del grup d'assaigM SPM_PRM_ID  % Identificador de la propietatk SPM_VALOR_T  B :Resultat de la propietat si no s atribut i s tipus texted SPM_VALOR_N D KKD.RequiredAllowZeroLength DescriptionD SPM_SIS_ID % Identificador de l'U.C.(banc)K SPM_ENC_ID  # Identificador de l'EncrrecI SPM_SER_ID  ! Identificador de la srieF SPM_GRA_ID   Codi del grup d'assaigM SPM_PRM_ID  % Identificador de la propietatk SPM_VALOR_T  B :Resultat de la propietat si no s atribut i s tipus texted SPM_VALOR_N D <Resultat de la propietat si no s atribut i s tipus numrica SPM_VALOR_D A 9Resultat de la propietat si no s atribut i s tipus data4(  Informaci de mostra de la srieKKD.RequiredAllowZeroLength DescriptionD SDP_SIS_ID % Identificador de l'U.C.(banc)K SDP_ENC_ID  # IdenKKD.RequiredAllowZeroLength DescriptionD SPM_SIS_ID % Identificador de l'U.C.(banc)K SPM_ENC_ID  # Identificador de l'EncrrecI SPM_SER_ID  ! Identificador de la srieF SPM_GRA_ID   Codi del grup d'assaigM SPM_PRM_ID  % Identificador de la propietatk SPM_VALOR_T  B :Resultat de laKKD.RequiredAllowZeroLength DescriptionD SPM_SIS_ID % Identificador de l'U.C.(banc)K SPM_ENC_ID  # Identificador de l'EncrrecI SPM_SER_ID  ! Identificador de la srieF SPM_GRA_ID   Codi del grup d'assaigM SPM_PRM_ID  % Identificador de la propietatk SPM_VALOR_T  B :Resultat de la propietat si no s atribut i s tipus texted SPM_VALOR_N D <Resultat de la propietat si no s atribut i s tipus numrica SPM_VALOR_D A 9Resultat de la propietat si no s atribut i s tipus data4(  Informaci de mostra de la srie YNjjY  Y  Y Y Y POA_SIS_IDPOA_PO_IDPOA_AC_IDPOA_EsFamPOA_Correctorjkj,YYPrimaryKeyQ_ACQ_POFamAC8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_*   ! HȿY缳'ˎ?VvWx{* z yMgvҋՄfZ/e{8ѝo#ge']՞ԛԁN5U~>_:uߨdP\{:c\ ? 2p {  Cą|?ԷuG*bj[_*   ! 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Descripci del propietariEQUA_DireccioObra   Direcci d'obraKQUA_Contratista   Descripci contratista2QUA_CohepressPendent   j QUA_UltimFull  ? 7Text variable per l'ultim full, separador de Signatures." Dades generals de qualitatKKD.RequiredAllowZeroLength Description> UFQ_SIS_ID  Identificador de l'U.C.` UFQ_ID E =Identificador de nmero de lnia (nic per Unitat de Control)K UFQ_Texte  $ Texte de la lnia en el formN UFQ_Valor KKD>RequiredAllowZeroLength DescriptionDisplayControlD QUA_SIS_ID % Identificador de l'U.C.(banc)Z QUA_Estat  3 +Estat de la qualitat, planejament o progrsAQUA_NumMaxTrams  Nombre mxim de trams2QUA_RecalculPendent  j; QUA_Termini  Duraci del TerminiL QUA_Propietat  ! Descripci del propietariEQUA_DireccioObra   Direcci d'obraKKKD>RequiredAllowZeroLength DescriptionDisplayControlD QUA_SIS_ID % Identificador de l'U.C.(banc)Z QUA_Estat  3 +Estat de la qualitat, planejament o progrsAQUA_NumMaxTrams  Nombre mxim de trams2QUA_RecalculPendent  j; QUA_Termini  Duraci del TerminiL QUA_Propietat  ! Descripci del propietariEQUA_DireccioObra   Direcci d'obraKQUA_Contratista   Descripci contratista2QUA_CohepressPendent   j QUA_UltimFull  ? 7Text variable per l'ultim full, separador de Signatures." Dades generals de qualitatKKD.RKKD>RequiredAllowZeroLength DescriptionDisplayControlD QUA_SIS_ID % Identificador de l'U.C.(banc)Z QUA_Estat  3 +Estat de la qualitat, planejament o progrsAQUA_NumMaxTrams  Nombre mxim de trams2QUA_RecalculPendent  j; QUA_Termini  Duraci del TerminiL QUA_Propietat  ! 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CAL_ID       m< 4Identificador de calendariCAL_SIS_ID       mJ BIdentificador d'Unitat de Control"CAL_Descripcio A     m8 0Descripci del calendariMR2AccessVersion Build"Show Values Limit,Show Values in Indexed4Show Values in Non-Indexed*Show Values in RemoteAppTitleStartUpForm&StartUpShowDBWindow(StartUpShowStatusBarStartUpMenuBar$AllowShortcutMenusAllowFullMenus(AllowBuiltInToolbars&AllowToolbarChanges$AllowBreakIntoCode AllowSpecialKeysAppIcon,StartUpShortcutMenuBarAllowByPassKeyVersioUpsize 07.53                  v1 W $ &d!ʈm0ÆnnQ򃅃2ׂxa[*&B`E#Y@Y@Esqia`1@?XQe@Excepcio{@>>>22222220 @^B5@|7e@TitolNode{0@@@@44444442 @O2@lfY@SubFamilies{y@DDD88888886 @ fY@DfY@Q_TRAM{k@:::......., @fY@#fY@Q_SerDepen{@BBB66666664 @rQfY@pxfY@Q_PropAdic{r@BBB66666664 @`ǤfY@#fY@Q_LotEst{8@>>>22222220 @N؁sfY@;fY@Q_GA{@666*******( @9WfY@pxfY@Q_EncGAPropMostra{@PPPDDDDDDDB @$թfY@DfY@Q_CondTCPO{E@BBB66666664 @tfY@pxfY@Q_Assaig{#@>>>22222220 @fY@AfY@Q_AcTcAssaig{@FFF:::::::8 @`j0@lfY@Pressupost{ @BBB66666664 @V0@KԂ @MSysModules2{*KKD KeepLocal  T- Zvp:::::::8 ,@wCu@Moneda{@:::......., @`40@*nfY@Linia{@888,,,,,,,* @ myH@ "$Qe@FuncioDistribucio{? @PPPDDDDDDDB @d`X0@lfY@Familia{@<<<0000000. @R`Ko]@HjfY@EstadisticaComponentes{W@ZZZNNNNNNNL @:U4"@6"@CriterisEspecials{@PPPDDDDDDDB @(zH@+Pe@CertTasca{@@@@44444442 @0'@<kq@Cambio{@:::......., @  -e@5 @Diccionari{n@LWF000f@`TBB6666664 ;fY@;fY@SisquilloQualitat{DDDDDDDDDDB VpxfY@pxfY@Q_AtributsQ_PropRes{HHHHHHHHHHF &l1"@l1"@LicitacioOferta{@@@@@@@@@@> >>>>>>>>>< `5Y@`5Y@VersioPlaEsquemaCertificacio{ZZZZZZZZZZX %:Y@%:Y@VersioPlaCertPla{BBBBBBBBBB@ 87@87@TitolNodeNivell{@@@@@@@@@@> @t6@@t6@TitolNivellTitolNode{JJJJJJJJJJH XM@XM@TipusSisqu & Banc Paramtric  m{ BNC_DP     & Banc Paramtric h8@ o          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfil:::......., @`40@*nfY@Linia{@888,,,,,,,* @ myH@ "$Qe@FuncioDistribucio{? @P!   @   CLI_SIS_ID       mJ BIdentificador d'Unitat de Control(2,CLI_AmidDetallatOrigen    Indica si l'amidament detallat ha de ser mostrat com "A Origen" o com "Peridic" Yes/No   j_60CLI_CertificacioAnterior    Indica la certificaci "A Origen" del primer perode anterior amb certificaci per aquesta lnia. NO USAT.   0   m 60CLI_AmidamentDetallatExt    Amidament detallat de la quantitat certificada per la lnia de seguiment.   5:4CLI_SituacioAdministrativa    Indica si la linia te increment d'amidament, Est no aprovada, est aprovada o Liquidada    m/ CLI_ADEstimat  >& CLI_ADEstimatExt    'YNssY  Y  Y  P Y  P Y d Y PRA_SIS_ID PRA_ID"PRA_DescripcioCat"PRA_DescripcioCasPRA_ATR_IDPRA_Tipus_st Y<YY.rB.rCPrimaryKeyDw<Æ0R†58 GDwD<ÆR†GDw<ÆR†58GDw<ÆDS†GDwX<ÆS† GDw<ÆS†58 GDw<ÆXT†580 GDwl<ÆT†58@ GDw<ÆU†58P GDw$<ÆlU†58` GDw<ÆU†58p GDw<Æ$V†58 GDw8<ÆV†58 GDw<ÆV†58 % GDw<Æ8W† GDwL<ÆW† GDw<ÆW†58 GDw<ÆLX†58 G Dw`<Æ X† GDw<Æ Y† GDw<Æ `Y† GDwt<Æ Y† GDw<Æ Z†580 GDw,<ÆtZ†58@ GDw<ÆZ†58P GDw<Æ,[† G Dw@<Æ[†` GbDw<Æ[†58  GDw<Æ@\†p GDwT<Æ\† G`Dw<Æ\†58 GDw <ÆT]†58 GDwh<Æ]†58 GDw<Æ ^† GDw <Æh^† GDw|<Æ^†58  GDw<Æ _†58  GDwd<Æ|_†58 G@v1KKDFilterOrderByValidationRuleValidationText OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLengthDisplayControl DecimalPlaces  Cont les quantitats certificades i estimades per lnia i perode. Noms es creen registres per aquelles lnies i perode en les que s'ha introdut alguna dada. CLI_NIV_ID       mM EIdentificador d'activitat pare de la lnea de pressupost a certificar CLI_LIN_ID       m< 4Identificador de la lnea de pressupost a certificar CLI_CPR_ID       m. &Identificador (nmero) de certificaciCLI_AmidamentDetallat      mB :Indicador d'amidament detallat de la quantitat certificadauCLI_Certificacio       m Amidament certificatv CLI_Teoric       m# Amidament teric certificatCLI_Proporcional       mS KAmidament final estimat a certificar obtingut per extrapolaci proporcionalz CLI_Additiu       m& dem per extrapolaci additiva CLI_Estimacio       m, $Amidament final estimat a certificarCLI_EstimacioConfirmada      mY QIndicador de que l'usuari ha confirmat ha introdut o confirmat l'estimaci finalCLI_PressupostCAA       mI AAmidament pressupostat amb coeficient d'adjudicaci aplicat (CAA)CLI_CertificacioCAA       m$ Amidament certificat amb CAA CLI_TeoricCAA       m+ #Amidament teric certificat amb CAACLI_ProporcionalCAA       m[ SAmidament final estimat a certificar obtingut per extrapolaci proporcional amb CAACLI_AdditiuCAA       m. &dem per extrapolaci additiva amb CAACLI_EstimacioCAA       m4 ,Amidament final estimat a certificar amb CAA| CLI_SIS_ID       m) !Identificador d'Unitat de ControlCLI_AmidDetallatOrigen   X PIndica si l'amidament detallat ha de ser mostrat com "A Origen" o com "Peridic" Yes/No   jCLI_CertificacioAnterior   r jIndica la certificaci "A Origen" del primer perode anterior amb certificaci per aquesta lnia. NO USAT.   0   mCLI_AmidamentDetallatExt   Q IAmidament detallat de la quantitat certificada per la lnia de seguiment.    CLI_SituacioAdministrativa    r          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfiloa aplicatsELE_CodiITEC       m$ Codi de l'ITEC& ELE_TotalMaDObra       mt lSuma dels imports dels ES de m d'obra que el composen,&ELE_TotalMaquinaria       mv nSuma dels imports dels ES de maquinria que el composen("ELE_TotalMaterial       mr jSuma dels imports dels ES de material que el composen2,ELE_TotalSenseDespeses       m8 0Suma dels tres anteriors& ELE_Justificacio      mB :Flag de SI/NO t justificaciELE_SIS_ID       mJ BIdentificador d'Unitat de Control"ELE_Descripcio      6 .Descripci de l'element"ELE_CTE_TEL_ID   v nIdentificador de tipus d'element de la condici tcnica    m"ELE_CTE_FAM_ID   f ^Identificador de famlia de la condici tcnica    mO*$ELE_CTE_ELE_PAR_ID    Identificador d'element o partida (a blancs si la condici tcnica s per una famlia) de la condici tcnica    m60ELE_PerDespesesAuxiliars   J BPercentatge de despeses auxiliars    m0*ELE_DespesesAuxilia ]YUNvvUY  Y  Y P Y P Y  Y  Y  Y SPRM_SIS_ID PRM_ID"PRM_DescripcioCat"PRM_DescripcioCasPRM_ATR_IDPRM_UACatPRM_UACasPRM_TipusvwYWY.rBPrimaryKey FormatInputMaskCaptionDefaultValue  Donat un perode de seguiment, cont les dades econmiques (del separador Imports) de l'ltim Full. CUF_ID      m zIdentificador de nmero de lnia (nic per Unitat de Control)CUF_Texte      m* "Text de la lnia.CUF_Valor      mX PValor de la lnia (import o percentatge)CUF_Per     mj bIndicador de percentatge (0-import/1-percentatge)CUF_SIS_ID      mL DIdentificador d'Unitat de Control.CUF_CPR_ID   B :Identificador de certificaci   mMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength ~ vPer cada perode de certificaci, i per cada relaci entre tasca i lnea de pressupost, cont el que s'ha certificat de la lnia per aquella tasca i el % d'associaci entre lnea i tasca.CTL_SIS_ID   J BIdentificador d'Unitat de Control    mCTL_VPL_ID   F >Identificador de versi del pla    mCTL_TAS_ID   D <Identificador de tasca del pla    mCTL_NIV_ID   T LIdentificador de nivell del pressupost    mCTL_LIN_ID   R JIdentificador de lnia del pressupost   mCTL_CPR_ID   T LIdentificador (nmero) de certificaci    mCTL_Import   * "Import certificat    m$CTL_PerAssignat   B :% Assignat ajust certificaci    m  -1V_ Z  w * Kz J k  HR=FiD"NBSa`1@?XQe@Excepcio{@>>>22222220 @^v5@0O6e@Estructura{+@BBB66666664 @Z"O@@abVe@Estat{@888,,,,,,,* @Vo]@HjfY@EstadisticaPartidas{S@TTTHHHHHHHF @OYzH@HPe@EsquemaCertificacio{@TTTHHHHHHHF @L`0@*nfY@ElementCompost{e@JJJ>>>>>>>< @H0@}fY@Element{G<<<0000000. @ES@VŐ6\@DiariTraspassos{@LLL@@@@@@@> @AQzH@ ~Pe@DataCertificacio{,@NNNBBBBBBB@ @=؄xP@}fY@DadesGenerals{$@HHH<<<<<<<: @7`#N2@hfY@CondicioTecnica{@LLL@@@@@@@> @4LcM@HjfY@CondicionsTecniquesSubfamiliesAmbits{@vvvjjjjjjjh @1̙2@hfY@CondicionsTecniquesAmbits{@```TTTTTTTR @.p2@ 6e@CertUltimFull{U@HHH<<<<<<<: @+ @E@@i{Pe@CertTasca_Linia{]@LLL@@@@@@@> @%0@6e@CertPressupost{GJJJ>>>>>>>< @"ȍH@RPe@CertPla{@<<<0000000. @f0@`6e@CertNivell{GBBB66666664 @D0@<"@CertLinia{G@@@44444442 @" 5@@{7e@CapEstruMR28RequiredAllowZeroLength)CSA_SIS_ID 2CSA_TEL_ID  2CSA_FAM_ID  H0*CSA_SFA_SubfamiliaFIE  'CSA_AMBIT 4CSA_Apartat  MR2RequiredAllowZeroLengthDescriptionValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHidden FormatDecimalPlacesInputMaskCaptionDefaultValueDisplayControlCTM_SIS_ID      J BIdentificador d'unitat de control   mCTM_TEL_ID       J BIdentificador del tipus d'element mCTM_FAM_ID       8 0Identificador de familia m"CTM_ELE_PAR_ID       T LIdentificador de l'element constructiu mCTM_AMBIT      L DIdentificador de l'ambit geogrfic   mCTM_Apartat      H p &u@@@@@@@@@@@@@@@@@@@@@J^LJi8 uJ`Jkk8 uJ`ffJ8 IJi`JO8 u1MJ`fM8 uMJfJJM uMJm`S8 uMdbk68 IMdbk6: uMdid68 u2OJJkk8 u5OJQMMf uOJSJLf uOJiQMf uOQU66> u9OQU66D IOQUJOO u OQUMY` u OQU^^Y I OQbQWQ u OSY^S8 IOSY^S: IQ^Q`68 u QuJ`JM u QuJ`UQ uSJ6668 u6Sofi68 uUi`JJO uWJii68 uWMJi68 uWQMMfi uWSJLfi uWSfiQk uWYfiQk uWiQMfi uWoQMMf uWoSJLf uWofiQ8 uWoiQMf uWoiQ^8 I^^dMJk u^dM668 u3^dbUf8 I`66668 u7`Jm668 u`dkfi: uf\8668 uf\:668 u f^Jb68 u!fdifi8 u"fidM6< IfidM6> I hoMY`8 u#iQJUMY u$iQ^JM8 IiQkYk8 u%k66668 IkQf^d8 IkQfmi8 I kdbOJ8 u4koL668 IkoL66: IkoL66< IkoL66> IkoL66@ IkoL66B u&koL688 Im66668 Im6666< ImJMQi8 u8mQ6668 I mQJ`L8 u'mQQMMf u(mQSJLf u)mQSdi8 u*mQ`dim ImQiQMf u+mYSd68 u,m`J^^8 I m`Jm6: Im`dim8 ImiJbk8 u-oLfid8 u.qQbm68 u/xQ6668 u0idthColumnOrderColumnHiddenDescription FormatRequiredAllowZeroLengthDisplayControlDecimalPlacesDefaultValueValidationRuleValidationText FilterOrderByInputMaskCaption= (  Cont la relaci de totes les operacions de cpies en les que ha participat la base de dades, ja sigui com a origen o com a dest de l'operaci.DIA_Data   (  Data del trasps Short Date DIA_Hora   (  Hora del trasps Long Time "DIA_Descripcio   X PDescripci Sisquillo (Unitat de Control)   m"DIA_Propietari   l dEquip Propietari del sisquillo (Unitat de Control)    0  mDIA_Usuari   D <Usuari que realitza el trasps   mDIA_Car_Des   , $Crrega/Descrrega   mDIA_Tipus    0    m: 2Tipus d'Unitat de Control DIA_BD   : 2Base de dades del trasps   mB*$DIA_CODITRASPASSAT  >& DIA_CODIORIGINAL  w YNyyY  Y  Y P Y  P Y  Y  Y P Y RPRR_SIS_ID PRR_ID"PRR_DescripcioCat"PRR_DescripcioCasPRR_ATR_IDPRR_UACatPRR_UACasPRR_TipusyzYYY.rB.rCPrimaryKey. DCO_ID   n fIdentificador de la funci de distribuci de costos    mDCO_SIS_ID   J BIdentificador d'Unitat de Control    mDCO_VPL_ID   F >Identificador de versi del pla    m"DCO_Descripcio   T LDescripci de la funci de distribuci   m DCO_PerAvans1   2 *Percentatge d'aven 1    m"DCO_PerImport1   \ TPercentatge de l'import respecte l'aven 1    m DCO_PerAvans2   2 *Percentatge d'aven 2    m"DCO_PerImport2   \ TPercentatge de l'import respecte l'aven 2    m DCO_PerAvans3   2 *Percentatge d'aven 3    m"DCO_PerImport3   \ TPercentatge de l'import respecte l'aven 3    m DCO_PerAvans4   2 *Percentatge d'aven 4    m"DCO_PerImport4   \ TPercentatge de l'import respecte l'aven 4    m DCO_PerAvans9   2 *Percentatge d'aven 9    m"DCO_PerImport9   \ TPercentatge de l'import respecte l'aven 9    m DCO_PerAvans8   2 *Percentatge d'aven 8    m"DCO_PerImport8   \ TPercentatge de l'import respecte l'aven 8    m DCO_PerAvans7   2 *Percentatge d'aven 7    m"DCO_PerImport7   \ TPercentatge de l'import respecte l'aven 7    m DCO_PerAvans6   2 *Percentatge d'aven 6    m"DCO_PerImport6   \ TPercentatge de l'import respecte l'aven 6    mZN   : k & C t  @ ]jeKKDFilterOrderByValidationRuleValidationText OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLengthDisplayControl DecimalPlaces  Cont la justificaci dels elements compostos, indicant el codi de l'element compost, el codi del component, l'amidament, i l'import resultant. ECO_1_TEL_ID       m7 /Identificador del tipus d'element del component ECO_1_FAM_ID       m1 )Identificador de la MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces; & Cont la justificaci dels elements compostos, indicant el codi de l'element compost, el codi del component, l'amidament, i l'import resultant.ECO_1_TEL_ID       mf ^Identificador del tipus d'element del componentECO_1_FAM_ID       mZ RIdentificador de la famlia del componentECO_1_ELE_ID       mP HIdentificador de l'element componentECO_2_TEL_ID       mb ZIdentificador del tipus d'element del compostECO_2_FAM_ID       mV NIdentificador de la famlia del compostECO_2_ELE_ID       mL DIdentificador de l'element compost ECO_Amidament       mH @Amidament de l'element componentECO_Import       m xImport component * amidament component [/ rendiment 8 @@x@@@@@@@@ J66@M8 J8@M68 J8@M6: J8H6M8 J::@M8 J:@M68 J:@M6: J:B6M8 J<8BM8 JLJ`Ju< JLJfi8<'JLJfi:< JLkdi8<(J^J^68 *J^Ji`u< J^M868 $J^MSYkJ^Md68 %J^Mfi8<%J^MidmJ^mi68 J J^mi6: JJ`f668 J`fid8<Jk^668 JkfQM8<*Jkm668 &Jkm66: Jkm66< JJoUfi8 5LJkSi8 MJOQk8 MJUQd8 JMJ^Q68 JMJmi68 JM^Jkd^Md`OQ8 J Md`Od8 J Md`Y68 "MdbO6: Mdbfi8 OJmmL8<OJmmL:<OJmmL<<OJmmL><OQb668 OQbkJf<+OQkqQ8 J OQm868 OQm86:<OQm:68 OQm:6:<OQm<68 OYSY^S OYSf68 4OY`WoQ JO`Jb68 !Ob6668 'Od^^Y8<Oifi`d<&Ok6668 QOJmL8<QOJmL:<QOJmL<<QOJmL><QOJm`8< QOJm`:<QbQJLk JQkfiU8<QkfiU: Qu6668<SSiJJk S^oOQ8 S`JuJi<$S`JuMJ<#SmiJ`u< Soi866 ,Soi:@M +Soi qJ^6B@<qJ^6BD qJ^6BF qJ^6D@ qJ^6DB qJ^6DF -qJ^6DH 2qJ^6F: 1qJ^886 qJ^88><qJ^88@ qJ^88B qJ^88D qJ^88F qJ^88H qJ^8:8 qJ^8:@ J$qJ^8B@qJ^8BFqJ^8H6 J!qJ^:66 qJ`J68 JqJ`Y68 JqJho68<q`6668 .qfiQ68 iQ`:F8 iQ`Q68 iQi`iQ JiQkQq8 3iQmi68 JiQmi:F iQmiDO iQmm68 JikQfJi<kQM:68 JkQMJ68 JkQML68 JkQMQ68 JkQMQ`8 J kQMbQ8 J kQMd68 ,kQfLO8 J)kQf^68 J(kQfmi8 J'kd^d68 J&kdmi68 J%mMdb68<mMdb6:<mMdk68 mQ`fMi<-mQ`fSY<,obY866 &obY:6M %obY:@M 0obY qJ^6B@<qJ^6BD qJ^6BF qJ^6D@ qJ^6DB qJ^6DF -qJ^6DH 2qJ^6F: 1qJ^886 qJ^88><qJ^88@ qJ^88B qJ^88D qJ^88F qJ^88H qJ^8:8 qJ^8:@ J$qJ^8B@qJ^8H6 J!qJ^:66 qJ`J68 JqJ`Y68 JqJho68<q`6668 .qfiQ68  fYN||Y Y  Y x Y xY REF_SIS_ID REF_ID"REF_DescripcioCAT"REF_DescripcioCAS"REF_PredeterminatUNMT|}&QllnnQ|erYoYY.rBPrimaryKey$QualitatQ_RefPreusTTTHHHHHHHF @L`0@*nfY@ElementCompost{ @JJJ>>>>>>>< @H0@}fY@Element{G<<<0000000. @ES@VŐ6\@DiariTrMR2nValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControl  Cont els finals d'obra que s'han anat trobant en les diferents dates d'anlisi per un Pla.FIO_SIS_ID   J BIdentificador d'Unitat de Control    m$FIO_DataAnalisi    zData d'anlisi en la que s'ha trobat un final d'obra diferent FIO_DataFi   | tData final de l'obra que s'ha trobat en l'anlisi temporal MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces p hCont el codi i descripci de cada famlia del Banc.FAM_TEL_ID       mH @Identificador de tipus d'element FAM_ID       m> 6Identificador de la famliaFAM_SIS_ID       mJ BIdentificador d'Unitat de Control$FAM_Procedencia   h `Unitat de Control de la que procedeix la famlia    m0*FAM_IndBancReferencia    NO USAT Yes/No   j2,FAM_IndSisquilloOrigen    NO USAT Yes/No   j$FAM_Renumerable   d \Indicador de si la famlia s modificable o no True/False   j TrueFAM_ID_FIE       mR JCodi de la familia en format FIEBDC-3:"FAM_Descripcio   6FAM_CONCEPTE   v1)%N e B ~K = I 0 ~H'wF-{DPLB?fY@#fY@Q_ALMOSTRA{O@BBB66666664 @ u@PreusParametricsPartrides{@```TTTTTTTR @cM@KkfY@PreusParametricsPartides{@^^^RRRRRRRP @ɑ2@KkfY@PreusParametricsElements{@^^^RRRRRRRP @n|5@ Q?5e@Plantilla{1@@@@44444442 @Zv1@<5Ѽ@Pla{ @444(((((((& @9MVQ@@~Ve@Perfil{1@:::......., @^0@*nfY@PartidaComposta{D@LLL@@@@@@@> @"T0@}fY@Partida{G<<<0000000. @Mx2@GӼ@ParametresGlobals{@PPPDDDDDDDB @yK#O@=Pn@ParametreEstat{@JJJ>>>>>>>< @n+#O@»Ve@Parametre{1@@@@44444442 @z2@vӼ@Opcions{T@<<<0000000. @9TPN@l1"@Oferta{ @:::......., @`>0@DfY@Nivell{@:::......., @KԂ @KԂ @MSysModules{88888888886 MR2rValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatCaptionInputMaskDefaultValueRequiredAllowZeroLengthDisplayControl | tCont les frmules predefinides dels amidaments detallats.q FOR_ID   8 0Identificador de frmulauFOR_Formula    Frmula    m"FOR_Descripcio   8 0Descripci de la frmula    mMR2nOrderByOnColumnWidthColumnOrderColumnHiddenDescriptionDecimalPlacesDefaultValueRequiredDisplayControl FormatValidationRuleValidationText FilterOrderByInputMaskCaption} h `Parmetres actius per a una Unitat de Control. FLA_SIS_ID   8 0Codi d'Unitat de Control   0    {          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"tresGlobals{@PPPDDDDDDDB @yK#O@=Pn@ParametreEstat{@JJJ>>>>>>>< !   @    `e b` H %` o DCO_PerAvans5   2 *Percentatge d'aven 5    m"DCO_PerImport5   \ TPercentatge de l'import respecte l'aven 5    m"DCO_PerAvans10   4 ,Percentatge d'aven 10    m$DCO_PerImport10   ^ VPercentatge de l'import respecte l'aven 10    m &YNY  Y  Y  Y Y Y Y SNA_SIS_IDSNA_ENC_IDSNA_SER_IDSNA_ASS_IDSNA_AnularSNA_ORDRESNA_Repetir _S_CDE?SEER_oDYYY Y.rCPrimaryKey&Q_AssaigQ_SerAssaig$Q_SerieQ_SerAssaigusParametricsPartrides{@```TTTTTTTR @cM@KkfY@PreusParametricsPartides{@^^^RRRRRRRP @ɑ2@KkfY@PreusParametricsElements{@^^^RRRRRRRP @n|5@ Q?5e@Plantilla{1@@@@44444442 @Zv1@<5Ѽ@Pla{ @444(((((((& @9MVQ@@~Ve@Perfil{1@:::......., @^0@*nfY@PartidaComposta{D@LLL@@@@@@@> @"T0@}fY@Partida{G<<<0000000. @Mx2@GӼ@ParametresGlobals{@PPPDDDDDDDB @yK#O@=Pn@ParametreEstat{@JJJ>>>>>>>< @n+#O@»Ve@Parametre{1@@@@44444442 @z2@vӼ@Opcions{T@<<<0000000. @9TPN@l1"@Oferta{ @:::......., @`>0@DfY@Nivell{@:::......., @KԂ @KԂ @MSysModules{88888888886 Cg0@h0@MSysIMEXSpecs{<<<<<<<<<<: MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Per cada perode de seguiment econmic, cont les estimacions de les despeses directes de les dades generals del perode.IMP_CPR_ID       m4 ,Nmero de certificaci IMP_ID       m@ 8ID de despesa (un per lnea)IMP_Titol       mF >Text associat a aquesta despesa82IMP_ImportPrevisioInicial       md \Import previst inicialment per aquesta despesa4.IMP_ImportPrevisioFinal       mn fImport final previst actualment per aquesta despesaIMP_SIS_ID       mJ BIdentificador d'Unitat de Controlv1N   : k & C t  @ ]jMR2OrderByOnDescriptionColumnWidthColumnOrderColumnHiddenDecimalPlacesRequiredDisplayControlAllowZeroLengthDefaultValue  Cont els coeficients dels diferents ndexs de Revisi de Preus.IRP_MES      m2 *Codi de l'ndex (Mes)IRP_ANY      m2 *Codi de l'ndex (Any)IRP_BOE_CNC      mL DProcedncia de l'ndex (BOE o CNC)IRP_MaDObra      m4 ,ndex de m d'obra (H)IRP_Energia      m. &ndex d'energia (E)IRP_Ciment      m. &ndex de ciment (C)IRP_Acer      m(  ndex d'acer (S)IRP_Lligants      m2 *ndex de lligants (L)IRP_Ceramica      m4 ,ndex de cermica (Cr)IRP_Fusta      m, $ndex de fusta (M)IRP_Alumini      m0 (ndex d'alumini (Al)IRP_Coure      m. &ndex de coure (Cu)IRP_IPC      m* "ndex d'IPC (IPC) IRP_Concepte1      mZ RDescripci del primer concepte addicional("IRP_CoefConcepte1      0  mP Hndex del primer concepte addicional IRP_Concepte2h8 ~          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#ferta    m*$OFE_Homogeneitzada   ` XIndicador de si l'oferta est homogenetzada Yes/No  j"OFE_LIC_CIA_ID   t lIdentificador de la companyia que convoca la licitaci    0  m*$OFE_CIA_Descripcio   H @Descripci de companyia ofertant   mOFE_CIA_ID   T LIdentificador de la companyia ofertant    mUOFE_Versio    Identificador de l'oferta base presentada pel mateix licitador que presenta aquesta variant (noms per ofertes variants)    mOFE_Inclosa   t lL'oferta homogenetzada est inclosa en la comparaci? Yes/No  j& OFE_Observacions   : 2Observacions de l'oferta.   mOFE_Path    Cam on es troba l'oferta presentada pel licitador abans d'homogenetzar.   m"OFE_Comparable    Desprs de l'homogenetzaci, s comparable l'oferta homogenetzada? Yes/No  j("OFE_ImportInicial   b ZImport de l'oferta abans de l'homogenetzaci    0  m$OFEg eYN  Y  Y  Y  Y Y  Y  Y DdY Y  Y  _SAR_SIS_IDSAR_ENC_IDSAR_SER_IDSAR_ASS_IDSAR_SNA_ORDRESAR_PRR_IDSAR_VALOR_TSAR_VALOR_NSAR_VALOR_DSAR_CumpleixreAssi2eAjlYYYYxY~PrimaryKeyBQ_AssaigPropResQ_SerAssaigPropRes6Q_PropResQ_SerAssaigPropRes:Q_SerAssaigQ_SerAssaigPropRes!   @   MR2rValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControl)   En el submdul de Plantilles, donada una plantilla cont la llista de nodes (conceptes) que t definits per cadasc dels seus nivells.PNO_PLT_ID   < 4Identificador de plantilla    mPNO_PNI_ID   J BIdentificador del ttol de nivell    m PNO_ID    Identificador del literal del node o concepte (codi de consolidaci)    m"PNO_Descripcio (   Descripci del literal del node. s el text que apareix com a concepte de consolidaci    m PNO_Repetible   z rIndicador de que el node s repetible (tramificable) o no Yes/No   jHv1b   : k & C t  @ ]j-{DPLB?fY@#fY@Q_ALMOSTRA{O@BBB66666664 @ Data de primer inici del lligam  "LLI_Ultimhh0           "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$PAR_Preu       mR JPreu final a aplicar als pressupostos{PAR_CodiITEC       m Codi ITEC& PAR_TotalMaDObra       m^ VSuma dels imports dels components m d'obra,&PAR_TotalMaquinaria       m` XSuma dels imports dels components maquinria("PAR_TotalMaterial       m| tSuma dels imports dels components material (inclou els EC)2,PAR_TotalSenseDespeses       m8 0Suma dels tres anteriors& PAR_Justificacio      mB :Flag de SI/NO t justificaciPAR_Clase       mR JPer identificar tipus especials de POPAR_SIS_ID       mJ BIdentificador d'Unitat de Control"PAR_Descripcio      . &Descripci de la PO"PAR_CTE_TEL_ID   v nIdentificador de tipus d'element de la condici tcnica    m"PAR_CTE_FAM_ID   f ^Identificador de famlia de la condici tcnica    mO*$PAR_CTE_ELE_PAR_ID    Identificador d'element o partida (a blancs si la condici tcnica s per una famlia)  .YNY  Y  Y  Y  Y  SDP_SIS_IDSDP_ENC_IDSDP_SER_IDSDP_DEP_ENC_IDSDP_DEP_SER_ID  pYYPrimaryKey"Q_SerieQ_SerDepen******( @؁sfY@̴fY@Q_AC{@666*******( @ /1@ [Qe@PrevisioTasca{+@HHH<<<<<<<: @2@Q>u@PreusParametricsPartrides{@```TTTTTTTR @cM@KkfY@PreusParametricsPartides{@^^^RRRRRRRP @ɑ2@KkfY@PreusParametricsElements{@^^^RRRRRRRP @n|5@ Q?5e@Plantilla{1@@@@44444442 @Zv1@<5Ѽ@Pla{ @444(((((((& @9MVQ@@~Ve@Perfil{1@:::......., @^0@*nfY@PartidaComposta{D@LLL@@@@@@@> @"T0@}fY@Partida{G<<<0000000. de la condici tcnica    m60PAR_PerDespesesAuxiliars   J BPercentatge de despeses auxiliars    m0*PAR_DespesesAuxiliars   R JImport calculat de despeses auxiliars    m0*PAR_IndBancReferencia   r jIndicador de partida provinent del banc de referncia Yes/No   j2,PAR_IndSisquilloOrigen    xIndicador de partida provinent de l'Unitat de Control origen Yes/No   j)$PAR_Procedencia    Identificador de la Unitat de Control d'on prov la PO (altres o la prpia Unitat de Control)    m$PAR_Renumerable   v nIndicador de si el nmero del preus s renumerable o no True/False   j True"PAR_NumeroPreu   B :Nmero del preu pels llistats    mPAR_ID_FIE       mR JCodi de la partida en format FIEBDC-3PAR_Discret      m Indicador de si la partida que s'ha portat prov de la part discreta.PAR_NomCurt   B :Nom curt de la partida d'obra    m3$PAR_DataCreacio  ;,&PAR_DataModificacio  BPAR_CONCEPTE     POD,&PAR_DescParametrica   v1MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacesk V NCont les dades generals de pressupost.0*PRE_RecalculAutomatic      mX PIndicador de si el reclcul s automtic("PRE_AccioCultural      md \Indicador de si es t partida d'acci cultural.(PRE_PerAccioCultural       m@ 8Percentatge d'acci culturalPRE_PerIVA       m@ 8Percentatge d'IVA. No s'usa.4.PRE_PerDespesesGenerals       m^ VPercentatge de despeses generals. No s'usa.82PRE_PerBeneficiIndustrial       md \Percentatge per benefici industrial. No s'usa.("PRE_DataIniciObra     J BData d'inici de l'obra. No s'usa.PRE_Durada       mP HDurada prevista de l'obra. No s'usa. PRE_CoefBaixa       mB :Coeficient de baixa a aplicar,&PRE_RecalculPendent      mZ RIndicador de si hi ha un reclcul pendent PRE_UltimFull      t lText variable per l'tim Full, separador de signatures"PRE_Import_PEM       mZ RImport del pressupost d'execuci material("PRE_NumMaxNivells       m^ VNmero de nivells de l'arbre del pressupostW60PRE_TEL_ID_AccioCultural       m Identificador de tipus d'element d'acci cultural. Primer carcter del codi de la partida d'Acci Cultural.G60PRE_FAM_ID_AccioCultural       m Identificador de famlia d'acci cultural. Carcters 2,3,4 del codi de la partida d'Acci Cultural.K60PRE_PAR_ID_AccioCultural       m Identificador de pap@           "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$% d'un parmetre   mPPE_PREU      j bPreu de l'element per aquesta opci de parmetre.   m Taula per enmagatzemar mes d'un preu en els elements d'un banc paramtric MR2rValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControl  En el submdul de Plantilles, cont les dades generals d'una plantilla. PLT_ID   < 4Identificador de plantilla    m@PLT_Data b   Data de l'ltima modificaci de la plantilla. S'utilitza per la validaci de la plantilla d'un pressupost  General Date  "PLT_Descripcio   < 4Descripci de la plantilla    m$PLT_DataCreacio   @ 8Data creaci de la plantilla  ,&PLT_DataModificacio   8 0Data darrera modificaci  *$PLT_UsrModificacio   < 4Usuari darrera modificaci    m"PLT_UsrCreacio   D <Usuari creaci de la plantilla   PLT_EnUS   r jMarca de si la plantilla est en s (oberta per alg)    m [YNY  Y  Y  Y  Y  Y dY Y  SPM_SIS_IDSPM_ENC_IDSPM_SER_IDSPM_GRA_IDSPM_PRM_IDSPM_VALOR_TSPM_VALOR_NSPM_VALOR_DIS_ERS_PNRS_"RAqTEYYWYPrimaryKey>Q_GAPropMostraQ_SerGAPropMostra0Q_SerieQ_SerGAPropMostraControl SIS_ID   J BIdentificador d'Unitat de Control"SIS_Descripcio   D <Descripci d'Unitat de Control   SIS_EQP_ID   X PEquip propietari de la Unitat de Control   0   m$SIS_DataCreacio   0 (Data creaci de l'UC  "SIS_UsrCreacio   4 ,Usuari creaci de l'UC    m,&SIS_DataModificacio   8 0Data darrera modificaci  *$SIS_UsrModificacio   < 4Usuari darrera modificaci    mSIS_SBT   > 6Sub Tipus Unitat de Control    mSIS_EST_ID   N FIdentificador d' Estat/Comportament   0   mSIS_EnUS    Marca de si l'UC est en s (oberta per alg), nom de l'usuari o mquina    mSIS_TipusNS   z rMarca de T=Treball, L=Licitaci, O=Oferta. NOUS SISTEMES.    m("SIS_VigentPropiNS   R JMarca de T/L/O vigent. NOUS SISTEMES. Yes/No   j*$SIS_VigentOrigenNS   R JMarca de T/L/O vigent. NOUS SISTEMES. Yes/No   jSIS_Moneda   < 4Moneda (1-Peseta / 2-Euro)    mc SIS_Signatura       m SIS_DS   r jNmero de decimals del total de l'amidament detallat.   -1   m SIS_DI   t lDecimals de casdascun dels imports d'una justificaci.   -1   m SIS_DC    Decimals de l'import d'un apartat, una linia de pressupost o l'import del pressupost.   -1   v1)%N e B ~K = I 0 ~H'wF-{DPLB?fY@#fY@Q_ALMOSTRA{O@BBB66666664 @ Identificador de versi del plaPTA_TAS_ID       m4 ,Identificador de tasca"PTA_MaxPrevist       m< 4Mxim previst a certificar"PTA_MinPrevist       m< 4Mnim previst a certificarPTA_DCE_ID   X PIdentificador de la data de certificaci    mMR2RequiredAllowZeroLengthDescriptionValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHidden FormatDecimalPlacesInputMaskCaptionDefaultValueDisplayControlPPP_SIS_ID      P HIdentificador de l'Unitat de Control   mPPP_TEL_ID       J BIdentificador del tipus d'element mPPP_FAM_ID       8 0Identificador de familia mPPP_PAR_ID       < 4Identificador de l'element mPPP_PGL_ID      l dIdentificador del parmetre per un banc paramtric   mPPP_OPC_ID      j bIdentificador de l'opci per a un banc paramtric   mPPP_PREU      j bPreu de la partida per aquesta opci de parmetre   m Taula per enmagatzemar mes d'un preu en les partides dels bancs paramtrics MR28RequirepP           "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&` eeeU%e &G Dw$<Æ+6 †58p UU%&GDw<Æ,87 †58 &GDwܶ<Æ-7 † &GDw8<Æ.7 † &GDw<Æ/L8 †  &G Dw<Æ08 † &GDwL<Æ19 † &GDw<Æ2`9 †58  &GDw<Æ39 † &GDw`<Æ4: †58 &GDw<Æ5t: †  &G b`J % `o@@@ WY> NY  Y  Y  Y  Y  Y  Y 2Y   Y  Y   Y  Y  Y  Y   Y SYSER_SIS_IDSER_ENC_ID SER_IDSER_DATA_REBSER_REP_ENC_IDSER_REP_SER_ID"SER_LAB_INTERN_IDSER_DATA_PRESASER_ObserCatSER_ObserCasSER_ComplertaSER_AnuladaSER_FormaLotSER_MostraOKSER_LABORANTSER_CanvisResulJY Y~YYYYYY3.rC.rD.rE.rF.rG.rHPrimaryKey"Q_EncarrecQ_Serie t  0 (Descripci en catalt("CND_DescripcioCas  4 ,Descripci en castelljCND_ObserCat  4 ,Observacions en catalnCND_ObserCas  8 0Observacions en castellD8 0Relaci de condicionantsMR2nRequiredAllowZeroLengthDescriptionDisplayControlkCOD_SIS_ID B :Identificador de l'U.C.(banc)\ COD_ID  2 *Codi del condicionantlCOD_AC_ID  < 4Codi de l'mbit de controljCOD_TC_ID  : 2Codi del tipus de controlCOD_Triat  Indica si el condicionant dins del AC i TC s el triat per al particular jp("COD_DescripcioCAT  0 (Descripci en catalt("COD_DescripcioCAS  4 ,Descripci en castell Relaci de condicionants per freqncies segons mbit i tipus de controlMR2PRequiredAllowZeroLengthDescriptionkATV_SIS_ID B :Identificador de l'U.C.(banc)nATV_ATR_ID  < 4Identificador de l'atributq ATV_ID P HIdentificador del valor de l'atributqATV_Ordre J BOrdre del valor dins de l'atributvATV_ValorCat  @ 8Valor de l'atribut en catalzATV_ValorCas  D <Valor de l'atribut en castellATV_ValorNum n fResultat si es tracta d'un atribut de tipus numric ATV_ValorData h `Resultat si es tracta d'un atribut de tipus data<0 (Valors dels atributs v1b  : k & C t  @ ]jKGE(XTC)[A0fY@DfY@Q_TRAMPO{"@>>>22222220 @#tfY@̴fY@Q_TC{t@666*******( @fY@#fY@Q_SerTemp{@@@@44444442 @+fY@+fY@Q_SerSenseRepeticio{=@TTTHHHHHHHF @:fY@#fY@Q_SerPropAdic{@HHH<<<<<<<: @fY@#fY@Q_Serie{@<<<0000000. @:fY@#fY@Q_SerGAPropMostra{@PPPDDDDDDDB @"jfY@#fY@Q_SerAssaigPropRes{@RRRFFFFFFFD @~jfY@#fY@Q_SerAssaig{,@DDD88888886 @{IfY@̴fY@Q_RefPreus{@BBB66666664 @xfY@pxfY@Q_PropRes{ @@@@44444442 @u}fY@pxfY@Q_PropMostra{ @FFF:::::::8 @!o݈fY@AfY@Q_PreusAssaig{k@HHH<<<<<<<: @lYUfY@DfY@Q_POTcAssaig{@FFF:::::::8 @ifY@̴fY@Q_POFamAC{@@@@44444442 @fufY@ufY@Q_LotForTipusControlProd{@^^^RRRRRRRP @c3?fY@#fY@Q_Lot!   @    `e b`H %`oMR2PRequiredAllowZeroLengthDescriptionkCTT_SIS_ID B :Identificador de l'U.C.(banc)vCH rSenseRepeticio{=@TTTHHHHHHHF @:fY@#fY@Q_SerPropAdic{@HHH<<<<<<<: @fY@#fY@Q_Serie{@<<<0000000. @:fY@#fY@Q_SerGAPropMostra{@PPPDDDDDDDB @"jfY@#fY@Q_SerAssaigPropRes{@RRRFFFFFFFD @~jfY@#fY@Q_SerAssaig{,@DDD88888886 @{IfY@̴fY@Q_RefPreus{@BBB66666664 @xfY@pxfY@Q_PropRes{ @@@@44444442 @u}fY@pxfY@Q_PropMostra{ @FFF:::::::8 @!o݈fY@AfY@Q_PreusAssaig{k@HHH<<<<<<<: @lYUfY@DfY@Q_POTcAssaig{@FFMR2nRequiredAllowZeroLengthValidationRuleDescriptionkENC_SIS_ID B :Identificador de l'U.C.(banc)h ENC_ID  > 6Identificador de l'encrrecrENC_LAB_ID  @ 8Identificador del laboratorixENC_GRA_ID  F >Identificador del grup d'assaigoENC_TRA_ID F >Identificador del node del tram|ENC_PO_ID  L DIdentificador de la Partida d'obra\"ENC_CON_ENC_ID  " Codi ContrastsENC_DATA_SOL F >Data de generaci de l'encrrecENC_REBUT   "T" OR "F"h `Carcter 'T' si s'ha rebut, 'F' si no s'ha rebutqENC_DATA_REB D <Data de recepci de l'encrrec~ENC_TIC_ID  L DIdentificador del tipus de controlVENC_ObserCat   ObservacionsVENC_ObserCas   ObservacionsENC_Validesa T LDies fins a rebre la pressa de mostra vENC_CND_ID  D <Identificador del condicionantqENC_NUM_SOL F >Nmero d'encrrecs sollicitatsp$ENC_AUTOCONTROL  4 ,Encrrec d'autocontrol\ENC_GENERIC  (  Encrrec genric.(ENC_CriteriAssaigCat  l dCriteri de l'assaig (Freqnica Temporal) - Catal.(ENC_CriteriAssaigCas  p hCriteri de l'assaig (Freqncia Temporal) - Castell2& Full d'encrrec YNY  Y  Y  Y  Y dY Y  SPA_SIS_IDSPA_ENC_IDSPA_SER_IDSPA_PRA_IDSPA_VALOR_TSPA_VALOR_NSPA_VALOR_DSS_CDEI\_DR_CrERYYrYPrimaryKey.Q_PropAdicQ_SerPropAdic(Q_SerieQ_SerPropAdicisplayControlkFRG_SIS_ID B :Identificador de l'U.C.(banc)dFRG_COD_ID  2 *Codi del condicionantnFRG_ASS_ID  < 4Codi de l'assaig o conjunteFRG_Unic 6 .L'assaig ha de ser nic j[FRG_Minim 4 ,Nombre d'assaigs mnimYFRG_FVolum 0 (Freqncia per volumrFRG_UVolum  @ 8Unitat d'amidament per volummFRG_FTemps D <Freqncia per temps (No Usat)FRG_UTemps  T LUnitat d'amidament per temps (No Usat){$FRG_TipusCalcul H @Tipus de clcul de la freqnciaFRG_DisTemps X PTipus de distribuci per temps (No Usat) FRG_Corrector T LCorrector d'amidament de la freqncia Agrupacions de freqncies d'assaigs segons condicionant (del AC i TC corresponent)MR2PRequiredAllowZeroLengthDescriptionkIFA_SIS_ID B :Identificador de l'U.C.(banc)h IFA_ID  > 6Identificador de la famliap("IFA_DescripcioCAT  0 (Descripci en catalt("IFA_DescripcioCAS  4 ,Descripci en castell>2 *Famlies dels assaigsMR2PRequiredAllowZeroLengthDescriptionkEPR_SIS_ID B :Identificador de l'U.C.(banc)tEPR_CND_ID  B :Identificador de condicionantZEPR_ASS_ID  (  Codi de l'assaigtEPR_PRR_ID  B :Identificador de la propietatEPR_Alfa  p hEspecificaci alfanumrica. Cas que assaig.tipus = AYEPR_EspMin 0 (Especificaci mnimaYEPR_EspMax 0 (Especificaci mximaSEPR_TolMin * "Tolerncia mnimaSEPR_TolMax * "Tolerncia mxima ~Especificacions per propietats dels assaigs. On assaig.Unic = 2v1M ; g  K> j ? ;IwXTGpKGE(XTC)[A0fY@DfY@Q_TRAMPO{"@>>>22222220 @#tfY@̴fY@Q_TC{t@666*******( @fY@#fY@Q_SerTemp{@@@@44444442 @+fY@+fY@Q_SerSenseRepeticio{=@TTTHHHHHHHF @:fY@#fY@Q_SerPropAdic{@HHH<<<<<<<: @fY@#fY@Q_Serie{@<<<0000000. @:fY@#fMR2PRequiredAllowZeroLengthDescriptionkGRA_SIS_ID B :Identificador de l'U.C.(banc)^ GRA_ID  4 ,Codi del grup d'assaigp("GRA_DescripcioCAT  0 (Descripci en catalt("GRA_DescripcioCAS  4 ,Descripci en castelliGRA_TRAM_AL > 6Indica si el tram forma lot0$ Grups d'assaigMR2RequiredValidationRuleAllowZeroLengthDescriptionDisplayControlkFRP_SIS_ID B :Identificador de l'U.C.(banc)FRP_Ver_Qua  "1" OR "2"n fVersi de la freqncia (1: planejament, 2:progrs)oFRP_TRA_ID F >Identificador del node del tram|FRP_PO_ID  L DIdentificador de la partida d'obrajFRP_TC_ID  : 2Codi del tipus de controlnFRP_ASS_ID  < 4Codi de l'assaig o conjunteFRP_Unic 6 .L'assaig ha de ser nic j[FRP_Minim 4 ,Nombre d'assaigs mnimYFRP_FVolum 0 (Freqncia per volumrFRP_UVolum  @ 8Unitat d'amidament per volummFRP_FTemps D <Freqncia per temps (No Usat)FRP_UTemps  T LUnitat d'amidament per temps (No Usat){$FRP_TipusCalcul H @Tipus de clcul de la freqnciaFRP_DisTemps X PTipus de distribuci per temps (No Usat) FRP_Corrector T LCorrector d'amidament de la freqnciaiFRP_RES_PRES < 4Resultat segons pressuposteFRP_IMP_PRES 8 0Import segons pressupostiFRP_RES_CERT < 4Resultat segons certificateFRP_IMP_CERT 8 0Import segons certificapX           "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&'(S_ID 6 .Identificador de l'U.C.\TCP_TIP_FOR  (  Tipus de FormigATCP_RES  ResistnciaiTCP_TIPUS B :Tipus de control de producci TCP_COMPTADOR p hNmero repeticions del tipus de control de produccirf ^Control de tipus de control per lots de formigMR2nRequiredAllowZeroLengthValidationRuleDescription_LEF_SIS_ID 6 .Identificador de l'U.C.YLEF_LOT_ID 0 (Identificador de LotvLEF_TIP_FOR  B :Tipus de Formig (HA, HM, HP)oLEF_RES L DResistncia dessitjada del formigLEF_TIP_CON 2 *1 OR 2 OR 3 OR 4 OR 5 Tipus de control de producci: 1-A amb seg qualitat; 2-A sense seg qualitat; 3-B; 4-C, 5-DULEF_RES_MIT * "Resistncia MitjaiLEF_RES_DES > 6Desviaci de la Resistnciao$LEF_RES_MIT_EST < 4Resistncia Mitja Estimada{*$LEF_RES_MIT_EST_DO B :Resistncia Mitja Estimada DO"LEF_NUM_SERIES T LNmero de series de provetes a 28 diesaLEF_VOLUM : 2Volum acumulat d'amassadaM"LEF_RECORREGUT  Recorregut^& LEF_LOCALITZACIO   Localitzacif.(LEF_LOCALITZACIO_AUX   Localitzaci2& Lots de Formig*YNY  Y  Y  SSR_SIS_IDSSR_ENC_IDSSR_SER_IDO{"@>>>22222220 @#tfY@̴fY@Q_TC{t@666*******( @fY@#fY@Q_SerTemp{@@@@44444442 @+fY@+fY@Q_SerSenseRepeticio{=@TTTHHHHHHHF @:fY@#fY@Q_SerPropAdic{@HHH<<<<<<<: @fY@#fY@Q_Serie{@<<<0000000. @:fY@#fY@Q_SerGAPropMostra{@PPPDDDDDDDB @"jfY@#fY@Q_SerAssaigPropRes{@RRRFFFFFFFD @~jfY@#fY@Q_SerAssaig{,@DDD88888886 @{IfY@̴fY@Q_RefPreus{@BBB66666664 @xfY@pxfY@Q_PropRes{ @@@@44444442 @u}fMR2PRequiredAllowZeroLengthDescriptionkSNA_SIS_ID B :Identificador de l'U.C.(banc)pSNA_ENC_ID  > 6Identificador de l'encrreclSNA_SER_ID  : 2Identificador de la srielSNA_ASS_ID  : 2Identificador de l'assaigOSNA_Anular & Assaig AnullatSSNA_ORDRE , $Ordre dels assaigsSSNA_Repetir (  Assaig a repetirRF >Assaigs a realitzar en la srieMR2PRequiredAllowZeroLengthDescriptionkREF_SIS_ID B :Identificador de l'U.C.(banc)e REF_ID D <Identificador de la refernciap("REF_DescripcioCAT  0 (Descripci en catalt("REF_DescripcioCAS  4 ,Descripci en castell("REF_Predeterminat d \Llista de preus d'assaig predeterminats del BC^R JReferncies que dnen preus d'assaigsMR2nRequiredAllowZeroLengthValidationRuleDescriptionkPRR_SIS_ID B :Identificador de l'U.C.(banc)l PRR_ID  B :Identificador de la propietatp("PRR_DescripcioCat  0 (Descripci en catalt("PRR_DescripcioCas  4 ,Descripci en castellnPRR_ATR_ID  < 4Identificador de l'atributlPRR_UACat  < 4Unitat de mesura en catalpPRR_UACas  @ 8Unitat de mesura en castellPRR_Tipus  * ""A" OR "N" OR "D" Indica si la propietat de l'assaig s de tipus Alfanumric: A, Numric: N o Data: D>2 *Relaci de propietatsdvSjM ; g  K> j ? ;IwXTGpKGEMR2PRequiredAllowZeroLengthDescriptionkTIC_SIS_ID B :Identificador de l'U.C.(banc)d TIC_ID  : 2Codi del tipus de controlp("TIC_DescripcioCAT  0 (Descripci en catalt("TIC_DescripcioCAS  4 ,Descripci en castell." Tipus controlMR2PRequiredAllowZeroLengthDescriptionkSPM_SIS_ID B :Identificador de l'U.C.(banc)pSPM_ENC_ID  > 6Identificador de l'EncrreclSPM_SER_ID  : 2Identificador de la sriefSPM_GRA_ID  4 ,Codi del grup d'assaigtSPM_PRM_ID  B :Identificador de la propietatSPM_VALOR_T  | tResultat de la propietat si no s atribut i s tipus texteSPM_VALOR_N  xResultat de la propietat si no s atribut i s tipus numricSPM_VALOR_D z rResultat de la propietat si no s atribut i s tipus dataTH @Informaci de mostra de la srieMR2PRequiredAllowZeroLengthDescriptionkSDP_SIS_ID B :Identificador de l'U.C.(banc)pSDP_ENC_ID  > 6Identificador de l'encrreclSDP_SER_ID  : 2Identificador de la srie"SDP_DEP_ENC_ID  P HIdentificador de l'encrrec depenent"SDP_DEP_SER_ID  L DIdentificador de la srie depenent4(  Sries depenentsMR2nRequiredAllowZeroLengthValidationRuleDescriptionkSAR_SIS_ID B :Identificador de l'U.C.(banc)pSAR_ENC_ID  > 6Identificador de l'encrreclSAR_SER_ID  : 2Identificador de la srieZSAR_ASS_ID  (  Codi de l'assaig[ SAR_SNA_ORDRE , $Ordre dels assaigstSAR_PRR_ID  B :Identificador de la propietatSAR_VALOR_T  | tResultat de la propietat si no s atribut i s tipus texteSAR_VALOR_N  xResultat de la propietat si no s atribut i s tipus numricSAR_VALOR_D z rResultat de la propietat si no s atribut i s tipus dataSAR_Cumpleix  * ""S" OR "N" OR "P"4  YNY  Y  Y  Y  Y PSTM_SIS_IDSTM_ENC_IDSTM_SER_IDSTM_ORDRESTM_VALORS_LtSPYYPrimaryKey Q_SerieQ_SerTemp     "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&'()rolProd{@%^^^RRRRRRRP @c3?fY@#fY@Q_Lot!   @    `eMR2nRequiredAllowZeroLengthDescriptionDisplayControlkQUA_SIS_ID B :Identificador de l'U.C.(banc)QUA_Estat  ^ VEstat de la qualitat, planejament o progrse$QUA_NumMaxTrams 2 *Nombre mxim de tramsE,&QUA_RecalculPendent  jYQUA_Termini . &Duraci del Terminir QUA_Propietat  : 2Descripci del propietarid& QUA_DireccioObra  & Direcci d'obrap$QUA_Contratista  4 ,Descripci contratistaG.(QUA_CohepressPendent    QUA_UltimFull  v nText variable per l'ultim full, separador de SignaturesH< 4Dades generals de qualitatv1N   : k & C t  @ ]j/[q)[A#Y@Y@EsquemaCertificacioDataCertificacio{hhhhhhhhhhf "*nfY@*nfY@ElementJustificacio{HHHHHHHHHHF !*nfY@*nfY@ElementElementCompost1{NNNNNNNNNNL  *nfY@*nfY@ElementElementCompost{LLLLLLLLLLJ .zH@.zH@DataCertificacioPrevisioTasca{\\\\\\\\\\Z (Y@(Y@CertTascaCertTasca_Linia{RRRRRRRRRRP ht6@ht6@CertPressupostImprevist{PPPPPPPPPPN t6MR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Cont les dades de totes les tasques resum d'una versi d'un Pla. RES_ID       m@ 8Identificador de tasca resumRES_RES_ID       mH @Identificador de resum precedent"RES_Descripcio       m. &Descripci de resum$RES_PrimerInici     > 6Data primer inici del resum$RES_PrimerFinal     8 0Data primer fi del resumRES_Durada       m(  Durada del resum}RES_Cost       m$ Cost del resumRES_SIS_ID       mJ BIdentificador d'Unitat de ControlRES_VPL_ID       mF >Identificador de versi del plaRES_NumOrdre   H @Nmero d'ordre de la tasca/resum    m("RES_NumOrdreResum    Nmero d'ordre del resum dins del mateix pare (entre resums germans)    m"RES_UltimInici   < 4Data ltim inici del resum  "RES_UltimFinal   6 .Data ltim fi del resum  *$RES_CostCertificat   v nImport del que s'ha certificat fins el moment del resum    m RES_FolgInici   P HFp           "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&'()*mSFA_TEL_ID       & Tipus d'element msSFA_FAM_ID        Familia m("SFA_SubfamiliaFIE        Subfamilia mSFA_OFFSET      z rValor inicial on comena la codificaci d'aquesta familia   m& SFA_DESPLACAMENT      r jespai reservat per a la codificaci de la subfamilia   m Cont es families de mes de 3 nivells procedents de bancs paramtrics 4SFA_CTAmbit  :"SFA_Descripcio  MR2rOrderByOnColumnWidthColumnOrderColumnHiddenDescriptionRequiredAllowZeroLengthDisplayControlValidationRuleValidationText FilterOrderBy FormatInputMaskCaptionDefaultValue  Identificaci de les aplicacions que comparteixen una mateixa base de dades. Serveix per organitzar les possibles Funcions de l'aplicaci sota un nivell superior d'agrupaci. Compativilitat amb NOUS SISTEMES. Tamb s'utilitza en Local.} STM_ID   (  Codi d'Aplicaci   m"STM_Descripcio   : 2Descripci de l'aplicaci   mrSTM_Data   , $Data d'implantaci y YNY  Y  Y < Y <TIC_SIS_ID TIC_ID"TIC_DescripcioCAT"TIC_DescripcioCASICYYY$Y'Y3YKYlY.rB.rC.rD.rE.rF.rG.rHPrimaryKeyY@Q_PropAdic{@&BBB66666664 @`ǤfY@#fY@Q_LotEst{)@$>>>22222220 @N؁sfY@;fY@Q_GA{@"666*******( @9WfY@pxfY@Q_EncGAPropMostra{W@ PPPDDDDDDDB @$թfY@DfY@Q_CondTCPO{@BBB66666664 @tfY@pxfY@Q_Assaig{ @>>>22222220 @fY@AfY@Q_AcTcAssaig{@FFF:::::::8 @`j0@lfY@Pressupost{GBBB66666664 @V0@KԂ @MSysModules2{4MR2KeepLocal  T- Zvz:::::::8 ,@wCu@Moneda{@:::......., @`40@*nfY@Linia{ @ 888,,,,,,,* @ myH@ "$Qe@FuncioDistribucio{GPPPDDDDDDDB @d`X0@lfY@Familia{@<<<0000000. @R`Ko]@HjfY@EstadisticaComponentes{F @ZZZNNNNNNNL @:U4"@6"@CriterisEspecials{R@PPPDDDDDDDB @(zH@+Pe@CertTasca{@@@@44444442 @0'@<kq@Cambio{"@:::......., @  -e@5 @Diccionari{n@LWF000f@`TBB6666664 ;fY@;fY@SisquilloQualitat{DDDDDDDDDDB VpxfY@pxfY@Q_AtributsQ_PropRes{HHHHHHHHHHF &l1"@l1"@LicitacioOferta{@@@@@@@@@@> >>>>>>>>>< `5Y@`5Y@VersioPlaEsquemaCertificacio{ZZZZZZZZZZX %:Y@%:Y@VersioPlaCertPla{BBBBBBBBBB@ 87@87@TitolNodeNivell{@@@@@@@@@@> @t6@@t6@TitolNivellTitolNode{JJJJJJJJJJH XM@XM@TipusSisquilloSisquillo{PPPPPPPPPPN `@CO@`@CO@TipusSisquilloEstat{HHHHHHHHHHF `Fcu6@`Fcu6@TipusElementFamilia{HHHHHHHHHHF  Iu6@ Iu6@TascaTasca_Linia{BBBBBBBBBB@ `0u6@`0u6@TascaLligam1{::::::::::8 yu6@yu6@TascaLligam{88888888886 v1N   : k & C t  @ ]jMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  |Cont la definici de l'estructura de nivells d'un pressupost. TNI_ID       m Identificador del nivell: correspon amb la profunditat del nivell (nic per Unitat de Control)TNI_Titol       md \Ttol del nivell (Obra, subobra, captol, ...)TNI_SIS_ID      0   mJ BIdentificador d'Unitat de ControlTNI_Linies   f ^Indicador de si admet lnies de pressupost o no Yes/No   jMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacese P HPer cada tasca d'una versi d'un Pla, cont les lnies de pressupost associades, amb el % d'associaci, la quantitat associada i l'import certificat fins el moment.TLI_TAS_ID       mD <Identificador de tasca del plaTLI_NIV_ID       mT LIdentificador de nivell del pressupostTLI_LIN_ID       mR JIdentificador de lnia del pressupostTLI_SIS_ID       mJ BIdentificador d'Unitat de ControlTLI_Assignat       m: 2Quantitat total assigandaTLI_VPL_ID       mF >Identificador de versi del pla$TLI_PerAssignat       m0 (Percentatge asp p  8 r: r         "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&'()*+mS Tipus       mcLongitud      0  mMR2nValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredDecimalPlacesDisplayControl p hCont les dades de cada una de les versions del pla. VPL_DataInici     R JData d'inici del pla segons la versi VPL_DataFinal     N FData final del pla segons la versiVPL_Durada      0   mL DDurada total del pla segons versiVPL_Cost      0   m< 4Cost econmic de la versiVPL_CostFet      0   mR JCost econmic certificat de la versiVPL_PerFet      0   m\ TPercentatge del cost econmic de la versi& VPL_Replanificat     4 ,Data de replanificaciVPL_SIS_ID       mJ BIdentificador d'Unitat de Control VPL_ID       mF >Identificador de versi del pla("VPL_CPR_ID_Ultima   F >Nmero de l'ltima certificaci    m yY`> N``Y Y Y Y   Y  Y  Y dY Y Y  Y  Y  $Y  ,Y  4TRA_SIS_ID TRA_IDTRA_Pare_IDTRA_ProfTRA_CodiTRA_RepeticioTRA_DescripcioTRA_NIV_IDTRA_Est_PresTRA_Imp_PresTRA_Imp_CertTRA_Imp_EstimTRA_Imp_RealTRA_Imp_Previst'YYYY.rCNivellQ_TramPrimaryKeyQualitatQ_Tramntrols ^ VCont el factor de canvi entre dues monedesCAM_MON_Id1   F >Identificador de moneda origen.    0  mCAM_MON_Id2   H @Identificador de moneda destino.    0  mCAM_Factor   v nFactor de conversin de moneda origen a moneda destino!   @    `e b`$<4`?@@@gN N   : k & C t  @ ]jKKDValidationRuleValidationTextFilterOrderBy OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequired DecimalPlacesDisplayControlQ < 4Cont les dades de cada una de les versions del pla.p VPL_DataInici     - %Data d'inici del pla segons la versin VPL_DataFinal     + #Data final del pla segons la versi VPL_Durada      0   m* "Durada total del pla segons versi|VPL_Cost      0   m" Cost econmic de la versi VPL_CostFet      0   m- %Cost econmic certificat de la versi VPL_PerFet      0   m2 *Percentatge del cost econmic de la versidVPL_Replanificat      Data de replanificaci| VPL_SIS_ID       m) !Identificador d'Unitat de Controlv VPL_ID       m' Identificador de versi del plaVPL_CPR_ID_Ultima   ' Nmero de l'ltima certificaci    mKKDFilterOrderByValidationRuleValidationText OrderByOn ColumnWidth ColumnOrder ColumnHidden DescriptionFormat InputMaskCaption DefaultValueRequiredAllowZeroLength!   @    `e b`$<4`?` 0 @@@@@@@@@@@@@@@@@@@@@@@@5555555 5 5 5  5  5  5 5555555!555"55 a a a a! a%5 5! a " a # b$ b% b& b' b( a)5*5+ a, a- a.5'/ a05152535#45$55%65&758595 ; a < a= a$> a? a@ aA a"B aC aD aE aF aG aH aI a#J a&L aM aN aO a R aS a U b V b W aX bY b Z b [ b\ b] a^ a _ b` ba bb b c ad ae bD YhN  @Y Y  Y Y Y Y Y YDY Y  Y   TRP_SIS_IDTRP_TRA_IDTRP_PO_IDTRP_AMIDPRESTRP_AMIDCERTTRP_AMIDESTIM*TRP_AMIDAMENTDETALLAT0TRP_AMIDAMENTDETALLATEXT0TRP_AMIDAMENTDETALLATEST6TRP_AMIDAMENTDETALLATESTEXTTRP_AMIDPREVISTQCPsaPIFPRIP_Y'Y3YKY YY.rC.rD.rEPartidaQ_TramPOPrimaryKeyQ_TramQ_TramPO W v!! 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Y N  Y  Y  Y  d Y  Y @<Y Y  Y TEL_SIS_ID TEL_IDTEL_DescripcioTEL_ConcepteTEL_PROCEDENCIA*TEL_IndBancReferenciaTEL_RenumerableTEL_ID_FIEYeYY.rC BancTipusElementPrimaryKeygv1@@  @  8JLMOQS U\f"%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&'()*+,-.m YNY  Y d Y Y Y Y Y Y  TSI_IDTSI_Descripcio$TSI_DescripcioBreuTSI_PressupostTSI_BancTSI_PlaTSI_SeguimentTSI_QUALITATtlOFYZY Y.rB.rCPrimaryKeyv1@ @@@ @@  @  @@@ @ @  @ @ @@@@ @   UQbQiJ^OYMMYdbJiYmJo^QkUQbQiJ^JO`YbOJmJJMMQkkfJUQkOJmJLJkQkSdi`k `dOo^Qk iQ^JmYdbkWYfkiQfdimk kMiYfmk kvkiQ^ mJL^QkLJbMMJ^QbOJiYMJ`LYdMJfQkmioMmoiJMQim^YbYJMQimbYqQ^^MQimf^JMQimfiQkkofdkmMQimmJkMJMQimmJkMJ+^YbYJMQimo^mY`So^^ MdbOYMYdbkmQMbYhoQkJ`LYmk!MdbOYMYdbkmQMbYhoQkkoLSJ`Y^YQkJ`LYmk"MdbOYMYdmQMbYMJ#MiYmQiYkQkfQMYJ^k$OJOQkUQbQiJ^k%OJmJMQimYSYMJMYd&OYJiYmiJkfJkkdk'Q^Q`Qbm(Q^Q`QbmMd`fdkm)QkhoQ`JMQimYSYMJMYd*QkmJOYkmYMJMd`fdbQbmQk+QkmJOYkmYMJfJimYOJk,QkmJm-QkmioMmoiJ.QuMQfMYdcSJ`Y^YJcSYbJ^kdLiJcS^JUcSdi`o^JcSdi`o^JiQqYkYdfiQokcSobMYdcSobMYdOYkmiYLoMYdcSobMYdfQiSY^cSobMYdkJoc UiJSYMkc Y`fiQqYkmc YbOQuiQqYkYdfiQokc [okmYSYMJMYdc ^YMYmJMYdc^YbYJc^YmQiJ^bYqQ^^c^YmQiJ^bYqQ^^+QkmioMmoiJc^YmQiJ^bdOQc^^YUJ`c`dbQOJc`kvkJMMQkkdL[QMmkc`kvkJMQk`kvkM`OLJikc`kvkY`QuMd^o`bkc`kvkY`QukfQMkc`kvkdL[QMmk`kvkhoQiYQk`kvkiQ^JmYdbkWYfkbYqQ^^cdSQimJcdfMYdbkcfJiJ`QmiQcfJiJ`QmiQQkmJmcfJiJ`QmiQkU^dLJ^kcfJimYOJcfJimYOJMd`fdkmJc fQiSY^c!f^Jc"f^JbmY^^Jc#fiQkkofdkmc$fiQokfJiJ`QmiYMkQ^Q`Qbmkc%fiQokfJiJ`QmiYMkfJimYOQkc&fiQokfJiJ`QmiYMkfJimiYOQkc'fiQqYkYdmJkMJc(h+JMc)h+JMmMJkkJYUc*h+J^c+h+J^Qkmc,h+J^QkmmQ`fc-h+J^^dmkQic.h+J^`dkmiJc/h+JkkJYUh+JkkJYUfidfiQkh+JmiYLomkh+JmiYLomkqJ^dikh+MdbOSiQhh+MdbOYMYdbJbmh+MdbOmMfdh+MdbOmMmiJ`fdh+Mdb[obmh+Mdbko^kQ^kQiYQk h+Mdbko^kQiYQk h+QbMJiiQM h+QbMJkkJYU h+QbMUJfidf`dkmiJ h+QbMfidfJOYMh+QkfQMYSYMJMYdbkh+QkfQMfidfiQkh+SJ`JkkJYUh+SiQhJkkJYUh+SiQhJkkJYUfdh+UJh+UJSo^^h+UJSo^^kJkkJYUh+UJfidf`dkmiJh+^JLdiJmdiYh+^dmh+^dmQkmh+^dmQkmSdi`YUdh+^dmSdimYfokMdbmid^fidOh+fdSJ`JMh+fdmMJkkJYUh+fiQokJkkJYUh+fidfJOYM h+fidf`dkmiJ!h+fidfiQk"h+iQSfiQok#h+kQiJkkJYU$h+kQiJkkJYUfidfiQk%h+kQiOQfQb&h+kQiUJfidf`dkmiJ'h+kQiYQ(h+kQifidfJOYM)h+kQikQbkQiQfQmYMYd*h+kQimQ`f+h+mM,h+miJ`-h+miJ`fd.h+o^mY`So^^hoJ^YmJmiQko`kYkhoY^^dkYkmQ`JkoLSJ`Y^YQkkoLmYfokkYkhoY^^dmJkMJmJkMJ+^YbYJmYfokQ^Q`QbBanc paramtricBPTreballTRBanc de refernciaBR ConnectDatabaseDateCreateDateUpdate FlagsForeignNameIdLvLvExtraLvModule LvPropName OwnerParentIdRmtInfoLongRmtInfoShortTypeni\2.YYIdParentIdName         YNY Y  Y dY TNI_SIS_ID TNI_IDTNI_TitolTNI_LiniesT_Ir&YYY.rC*PressupostTitolNivellPrimaryKeyv1 @@@      "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&'()*+,-.   NY"N"Y Y  Y  Y dY TNO_SIS_IDTNO_TNI_ID TNO_IDTNO_DescripcioTNO_Repetible YYYY.rCPrimaryKey(TitolNivellTitolNodev1  @ @ @ @68UidLkk66686:6<6>6@ 6B 6D 6F 68 6:6<6@6B6H8666686:6<6>6@6B6D6F!686:6<6>6@ cccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&'()*+,-.   ] YNY Y  Y <Y Y  Y TdY  Y ,UFU_SIS_ID UFU_IDUFU_TexteUFU_ValorUFU_PerUFU_GrupUFU_ImportUFU_LiterallvlrKertPR)ifYY&PressupostUltimFullPrimaryKeyv1(    "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&'()*+,-.    q YN Y Y Y Y Y Y Y $Y ,Y 4Y <VPL_SIS_ID VPL_IDVPL_DataIniciVPL_DataFinalVPL_DuradaVPL_CostVPL_CostFetVPL_PerFet VPL_Replanificat"VPL_CPR_ID_UltimaD P$Y"YOYYY.rC.rD.rEPlaVersioPlaPrimaryKeyv1 h@h@@n          "%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&'()*+,-.     UYN Y d Y dY  Y Camp TipusLongitudDescripcioeYPrimaryKeyv1R3Qo? u E  j 6 W  =  B  cW4Op> @ @ @ @ @ @ @ @ @CLI_ProporcionalDoubleAmidament final estimat a certificar obtingut per extrapolaci proporcionalm CLI_PressupostCAADoubleAmidament pressupostat amb coeficient d'adjudicaci aplicat (CAA)d!CLI_NIV_IDLongIdentificador d'activitat pare de la lnea de pressupost a certificar_CLI_LIN_IDTextIdentificador de la lnea de pressupost a certificarNCLI_EstimacioConfirmadaBooleanIndicador de que l'usuari ha confirmat ha introdut o confirmat l'estimaci final{(CLI_EstimacioCAADoubleAmidament final estimat a certificar amb CAAN CLI_EstimacioDoubleAmidament final estimat a certificarCCLI_CPR_IDLongIdentificador (nmero) de certificaci@CLI_CertificacioCAADoubleAmidament certificat amb CAAA#CLI_CertificacioAnteriorDoubleIndica la certificaci "A Origen" del primer perode anterior amb certificaci per aquesta lnia. NO USAT.( CLI_CertificacioDoubleAmidament certificat6 CLI_AmidDetallatOrigenBooleanIndica si l'amidament detallat ha de ser mostrat com "A Origen" o com "Peridic"y'CLI_AmidamentDetallatExtMEMOAmidament detallat de la quantitat certificada per la lnia de seguiment.q& CLI_AmidamentDetallatBooleanIndicador d'amidament detallat de la quantitat certificadab&CLI_AdditiuCAADoubledem per extrapolaci additiva amb CAAFCLI_AdditiuDoubledem per extrapolaci additiva;CES_PLT_IDTextIdentificador de plantilla4CES_IDTextIdentificador de l'estructura32CES_DescripcioTextDescripci de l'estructura8CAM_MON_Id2ByteIdentificador de moneda destino.;CAM_MON_Id1ByteIdentificador de moneda origen.:CAM_FactorDoubleFactor de conversin de moneda origen a moneda destino.SCAL_SIS_IDLongIdentificador d'Unitat de Control;CAL_IDLongIdentificador de calendari02CAL_DescripcioTextDescripci del calendari6BNC_VersioTextBanc Paramtric)BNC_TipusBancLongTipus de banc (treball, de referncia...)FBNC_SisquilloOrigenTextNO USAT*!BNC_SIS_IDLongIdentificador d'Unitat de Control;<BNC_RedactorTextBanc Paramtric+BNC_RecalculPendentBooleanFlag de reclcul pendent>$BNC_RecalculAutomaticBooleanFlag de SI/NO al reccul automticJ&BNC_ProgramaEmisorTextBanc Paramtric1 BNC_PerDespesesIndirectesDouble% desp. indirectes a aplicar a les PO amb justificacia)!BNC_OrdreJerarquicBooleanNO USAT,#BNC_NomDLLTextBanc Paramtric)BNC_IndSisquilloOrigenModBooleanNO USAT3*!BNC_IndBancReferenciaModBooleanNO USAT2) BNC_DSByteBanc Paramtric%BNC_DRByteBanc Paramtric%BNC_DPByteBanc Paramtric%BNC_DNByteBanc Paramtric%BNC_DMByteBanc Paramtric%BNC_DirectoriFIETextBanc Paramtric/BNC_DIByteBanc Paramtric%BNC_DDByteBanc Paramtric%BNC_DCByteBanc Paramtric%BNC_CoefMaterialDoubleCoef. corrector aplicat als ES de materialL BNC_CoefMaquinariaDoubleCoef. corrector aplicat als ES de maquinriaP"BNC_CoefMaDObraDoubleCoef. corrector aplicat als ES de m d'obraLBNC_BancReferenciaTextCodi del banc de referncia del banc actualM S+}7h N ~  y  E  xu/ZdRbqo CPR_NumDecimalsCoefLongDecimals significatius del coeficientH!CPR_IRP_MESIntegerCodi (mes) de l'ndex de la revisi de preus (tipus Mes&Any)ZCPR_IRP_BOE_CNCTextProcedncia de l'ndex (BOE o CNC)ACPR_IRP_ANYLongCodi (any) de l'ndex de la revisi de preus (tipus Mes&Any)WCPR_ImprevistosInicialsDoubleImport dels imprevistos inicialsI'CPR_ImprevistosActualsDoubleImport dels imprevistos actualsG&CPR_IDLongNmero de certificaci (nic per Unitat de Control)ICPR_FRP_IDLongCodi de la frmula de revisi de preus@CPR_FRP_BOE_CNCTextProcedncia de la frmula (BOE o CNC)D2CPR_FormatDataCertTextFormat de la data de certificaciC CPR_DataIniciDate/TimeData inici del perode de certificaciH CPR_DataFinalDate/TimeData final del perode de certificaciH CPR_DataCertDate/TimeData de la certificaci (sol coincidir amb el dia del consell)_CPR_CoeficientRevisioPreusDoubleCoeficient de revisi de preusJ*"CPR_CoefBaixaDoubleCoeficient d'adjudicaci7CPR_CertTancadaBooleanIndicador de si la certificaci est tancadaN CPR_CertIniciadaBooleanIndicador de si la certificaci est iniciadaP!CPR_CertAOrigenBooleanIndicador de si la certificaci s "A Origen"O CPR_AdjudicatariTextAdjudicatari,CPL_VPL_IDLongIdentificador de versi del pla9CPL_SIS_IDLongIdentificador d'Unitat de Control;CPL_ImportDoubleImport certificat del pla en la certificaciHCPL_CPR_IDLongIdentificador (nmero) de certificaci@CNI_TeoricCAADoubleImport teric certificat amb CAA (acumulat dels seus fills)ZCNI_TeoricDoubleImport teric certificat (acumulat dels seus fills)OCNI_SIS_IDLongIdentificador d'Unitat de Control;CNI_ProporcionalCAADoubleImport final estimat a certificar obtingut per extrapolaci proporcional amb CAA (acumulada dels seus fills)#CNI_ProporcionalDoubleImport final estimat a certificar obtingut per extrapolaci proporcional (acumulada dels seus fills) CNI_PressupostCAADoubleImport pressupostat amb coeficient d'adjudicaci aplicat (CAA)a!CNI_NIV_IDLongIdentificador del node a certificar del pressupostLCNI_EstimacioCAADoubleImport final estimat a certificar amb CAA (acumulat dels seus fills)f CNI_EstimacioDoubleImport final estimat a certificar (acumulat dels seus fills)[CNI_CPR_IDLongNmero de certificaci0CNI_CertificacioCAADoubleImport certificat amb CAA (acumulat dels seus fills)Y#CNI_CertificacioAnteriorDoubleImport del primer perode certificat anterior a l'actual. NO USAT.l( CNI_CertificacioDoubleImport certificat (acumulat dels seus fills)N CNI_AdditiuCAADoubledem per extrapolaci additiva amb CAA (acumulat dels seus fills)aCNI_AdditiuDoubledem per extrapolaci additiva (acumulat dels seus fills)VCLI_TeoricCAADoubleAmidament teric certificat amb CAABCLI_TeoricDoubleAmidament teric certificat7CLI_SituacioAdministrativaByteIndica si la linia te increment d'amidament, Est no aprovada, est aprovada o Liquidada("CLI_SIS_IDLongIdentificador d'Unitat de Control;CLI_ProporcionalCAADoubleAmidament final estimat a certificar obtingut per extrapolaci proporcional amb CAAx#81) B D > ' k  `Nt1lT[.d2DAG_EmpresaAssDOTextEmpresa d'assistncia tcnica a la Direcci d'ObraR2DAG_EmpresaAssCCTextEmpresa d'assistncia tcnica al Control de QualitatT2DAG_DelegatObraTextNom del delegat d'obra52DAG_ConstructoraTextDescripci de la constructora de l'obraG2DAG_CapObraTextNom del cap d'obra-2DAG_CapAssDOTextNom del cap de l'empresa d'assist. tc. a la Direcci d'ObraXCUF_ValorDoubleValor de la lnia (import o percentatge)CCUF_TexteTextText de la lnia.*CUF_SIS_IDLongIdentificador d'Unitat de Control.<CUF_PerBooleanIndicador de percentatge (0-import/1-percentatge)KCUF_IDIntegerIdentificador de nmero de lnia (nic per Unitat de Control)VCUF_CPR_IDLongIdentificador de certificaci7CTM_TEL_IDTextIdentificador del tipus d'element;CTM_SIS_IDLongIdentificador d'unitat de control;CTM_FAM_IDTextIdentificador de familia2CTM_ELE_PAR_IDTextIdentificador de l'element constructiuDCTM_ApartatMEMOPlec per aquest mbit0CTM_AMBITByteIdentificador de l'ambit geogrfic;CTL_VPL_IDLongIdentificador de versi del pla9CTL_TAS_IDLongIdentificador de tasca del pla8CTL_SIS_IDLongIdentificador d'Unitat de Control;CTL_PerAssignatDouble% Assignat ajust certificaci>CTL_NIV_IDLongIdentificador de nivell del pressupost@CTL_LIN_IDTextIdentificador de lnia del pressupost?CTL_ImportDoubleImport certificat-CTL_CPR_IDLongIdentificador (nmero) de certificaci@CTE_TEL_IDTextIdentificador de tipus d'element:CTE_SIS_IDLongIdentificador d'Unitat de Control;CTE_ProcedenciaTextCodi de la unitat de control de la que prov la condici tcnica_CTE_OriginalSizeLongMida original de l'arxiu de condicions tcniquesPCTE_FAM_IDTextIdentificador de famlia2CTE_ELE_PAR_IDTextIdentificador d'element o partida (a blancs si la condici tcnica s per una famlia)t2CTE_DescripcioTextDescripci identificativa de la condici tcnicaNCTE_CompressSizeLongMida de l'arxiu comprimit9CTE_ApartatMEMOCondici tcnica+CTA_VPL_IDLongIdentificador de versi del pla9CTA_TAS_IDLongIdentificador de tasca del pla8CTA_SIS_IDLongIdentificador d'Unitat de Control;CTA_PerImportIntegerPercentatge certificat respecte l'import total assignat a la taca en aquest momentrCTA_PerAvansIntegerPercentage d'aven de la tasca en aquest momentNCTA_ImportDoubleImport certificat de la tasca en la certificaciLCTA_DuradaLongDurada total de la tasca en aquest momentCCTA_CPR_IDLongIdentificador (nmero) de certificaci@CPR_UltimFullMEMOText variable per l'ltim Full per signaturesJCPR_SIS_IDLongIdentificador d'Unitat de Control.<CPR_RevisioPreusBooleanIndicador de si s'aplica revisi de preusL!CPR_RecalculPendentDesvBooleanIndicador de si est pendent el reclcul de les desviacions. NO USAT. Sempre est recalculat.(CPR_RecalculPendentCertBooleanIndicador de si est pendent el reclcul de les certificacions. NO USAT. Sempre est recalculat.(CPR_PerSenseRevisioDoublePercentatge sense dret a revisi de preusN#6k%E c  D  P  \ a  hoX o7S8KJELE_CodiITECTextCodi de l'ITEC*ELE_AplecBooleanIndicador de si el material s d'aplecBECO_SIS_IDLongIdentificador d'Unitat de Control;ECO_ImportDoubleImport component * amidament component [/ rendiment compost]XECO_AmidamentDoubleAmidament de l'element component?ECO_2_TEL_IDTextIdentificador del tipus d'element del compostIECO_2_FAM_IDTextIdentificador de la famlia del compostCECO_2_ELE_IDTextIdentificador de l'element compost>ECO_1_TEL_IDTextIdentificador del tipus d'element del componentKECO_1_FAM_IDTextIdentificador de la famlia del componentEECO_1_ELE_IDTextIdentificador de l'element component@DIA_UsuariTextUsuari que realitza el trasps8 DIA_TipusTextTipus d'Unitat de Control2DIA_PropietariLongEquip Propietari del sisquillo (Unitat de Control)PDIA_HoraDate/TimeHora del trasps-2DIA_DescripcioTextDescripci Sisquillo (Unitat de Control)FDIA_DataDate/TimeData del trasps-DIA_CodiTraspassatTextCodi Sisquillo (Unitat de Control) TraspassatP DIA_CodiOriginalTextCodi Sisquillo (Unitat de Control) originalKDIA_Car_DesTextCrrega/Descrrega-DIA_BDTextBase de dades del trasps/DCO_VPL_IDLongIdentificador de versi del pla9DCO_SIS_IDLongIdentificador d'Unitat de Control;DCO_PerImport9BytePercentatge de l'import respecte l'aven 9HDCO_PerImport8BytePercentatge de l'import respecte l'aven 8HDCO_PerImport7BytePercentatge de l'import respecte l'aven 7HDCO_PerImport6BytePercentatge de l'import respecte l'aven 6HDCO_PerImport5BytePercentatge de l'import respecte l'aven 5HDCO_PerImport4BytePercentatge de l'import respecte l'aven 4HDCO_PerImport3BytePercentatge de l'import respecte l'aven 3HDCO_PerImport2BytePercentatge de l'import respecte l'aven 2HDCO_PerImport10BytePercentatge de l'import respecte l'aven 10JDCO_PerImport1BytePercentatge de l'import respecte l'aven 1HDCO_PerAvans9BytePercentatge d'aven 92DCO_PerAvans8BytePercentatge d'aven 82DCO_PerAvans7BytePercentatge d'aven 72DCO_PerAvans6BytePercentatge d'aven 62DCO_PerAvans5BytePercentatge d'aven 52DCO_PerAvans4BytePercentatge d'aven 42DCO_PerAvans3BytePercentatge d'aven 32DCO_PerAvans2BytePercentatge d'aven 22DCO_PerAvans10BytePercentatge d'aven 104DCO_PerAvans1BytePercentatge d'aven 12DCO_IDLongIdentificador de la funci de distribuci de costosI2DCO_DescripcioTextDescripci de la funci de distribuciDDCE_VPL_IDLongIdentificador de versi del pla9DCE_SIS_IDLongIdentificador d'Unitat de Control;DCE_MinPrevistDoubleMnim previst de certificar en la data actualMDCE_MaxPrevistDoubleMxim previst de certificar en la data actualMDCE_IDByteIdentificador de la data de certificaci>DCE_DataDate/TimeData de la certificaci42DAG_TipusObraTextDescripci del tipus de l'obra;DAG_SIS_IDLongIdentificador d'Unitat de Control;2DAG_EmpresaAutoCCTextEmpresa del AutoControl de QualitatD/fn k 0  B 1 `  r ]f2V bKcoESP_OFE_VersioLongIdentificador de l'oferta base (noms per ofertes variants)YESP_OFE_LIC_IDTextIdentificador de la licitaci;ESP_OFE_LIC_CIA_IDLongIdentificador de la companyia? ESP_OFE_IDLongIdentificador de l'oferta3ESP_ImportDoubleImport total de la partida dins de l'ofertaGESP_AmidamentDoubleAmidament total de la partida dins de l'ofertaMESC_VPL_IDLongIdentificador de versi del pla9ESC_SIS_IDLongIdentificador d'Unitat de Control;ESC_PeriodeTextPerode de la certificaci (s:setmanal, q: quinzenal, m:mensual, b: bimestral, t:trimestral, v: variat)ESC_OFE_VersioLongIdentificador de l'oferta base (noms per ofertes variants)YESC_OFE_LIC_IDTextIdentificador de la licitaci;ESC_OFE_LIC_CIA_IDLongIdentificador de la companyia? ESC_OFE_IDLongIdentificador de l'oferta3ESC_ImportDoubleImport total del component dins de l'ofertaGESC_ELE_TEL_IDTextIdentificador de tipus de componentAESC_ELE_SIS_IDLongIdentificador de la Unitat de Control ofertaJESC_ELE_IDTextIdentificador del component5ESC_ELE_FAM_IDTextIdentificador de famlia6ESC_Data2IntegerSegona data prevista per a certificar pel perode donatSESC_Data1IntegerPrimera data prevista per a certificar pel perode donatTESC_AmidamentDoubleAmidament total del component dins de l'ofertaMELE_UnitatAmidamentTextUnitat d'amidament5!ELE_TotalSenseDespesesDoubleSuma dels tres anteriors@&ELE_TotalMaterialDoubleSuma dels imports dels ES de material que el composenX!ELE_TotalMaquinariaDoubleSuma dels imports dels ES de maquinria que el composen\#ELE_TotalMaDObraDoubleSuma dels imports dels ES de m d'obra que el composenX ELE_TEL_IDTextIdentificador de tipus d'element:ELE_SIS_IDLongIdentificador d'Unitat de Control;ELE_RenumerableBooleanIndicador de si el nmero dels preus s renumerable o noZ ELE_RendimentDoubleRendiment (sols per EC, per els seus ES de m d'obra i maquinria)aELE_ProcedenciaTextUnitat de Control de la que procedeix l'elementNELE_PreuDoublePreu de l'element a tenir en compte amb % i coef. ja aplicatsWELE_PerDespesesAuxiliarsDoublePercentatge de despeses auxiliarsK( ELE_NumeroPreuIntegerNmero del preu pels llistats>dELE_NomCurtTextNom curt de l'element0ELE_JustificacioBooleanFlag de SI/NO t justificaci@!ELE_IndSisquilloOrigenBooleanIndicador d'element provinent de l'Unitat de Control origend'ELE_IndBancReferenciaBooleanIndicador d'element provinent del banc de referncia\&ELE_ID_FIETextCodi de l'element en format FIEBDC-3>ELE_IDTextIdentificador de l'element0ELE_FAM_IDTextIdentificador de famlia2ELE_DiscretBooleanIndicador de si l'element prov de la part discreta del fixter FIEBDC3dELE_DespesesAuxiliarsDoubleImport calculat de despeses auxiliarsL%ELE_DescripcioMEMODescripci de l'element5ELE_CTE_TEL_IDTextIdentificador de tipus d'element de la condici tcnicaUELE_CTE_FAM_IDTextIdentificador de famlia de la condici tcnicaMELE_CTE_ELE_PAR_IDTextIdentificador d'element o partida (a blancs si la condici tcnica s per una famlia) de la condici tcnica @9*`  s - K M w - ^  x b5URQ w!B=FRP_LligantsDoubleCoeficient de lligants (L)8FRP_IPCDoubleCoeficient d'IPC (IPC)/FRP_IDLongNmero de frmula (nic per BOE o CNC)<FRP_FustaDoubleCoeficient de fusta (M)2FRP_EnergiaDoubleCoeficient d'energia (E)5FRP_DescripcioTextDescripci de la frmula6FRP_CoureDoubleCoeficient de coure (Cu)32FRP_Concepte2TextDescripci del segon concepte addicionalE2FRP_Concepte1TextDescripci del primer concepte addicionalFFRP_CoefConcepte2DoubleCoeficient del segon concepte addicionalK!FRP_CoefConcepte1DoubleCoeficient del primer concepte addicionalL!FRP_CimentDoubleCoeficient de ciment (C)4FRP_CeramicaDoubleCoeficient de cermica (Cr)9FRP_BOE_CNCTextProcedncia de la fmula (BOE o CNC)?FRP_AluminiDoubleCoeficient d'alumini (Al)6FRP_AcerDoubleCoeficient d'acer (S)/FPE_PRF_IDLongIdentificador de perfil12FPE_NivellSeguretatTextNivell de seguretat per defecteB! FPE_FUN_STM_IDTextIdentificador de sistema6FPE_FUN_IDLongIdentificador de funci1FOR_IDLongIdentificador de frmula.FOR_FormulaTextFrmula"2FOR_DescripcioTextDescripci de la frmula6FLA_ValorBooleanEstat del flag*FLA_SIS_IDLongCodi d'Unitat de Control2FLA_IDLongCodi de flag"FIO_SIS_IDLongIdentificador d'Unitat de Control;FIO_DataFiDate/TimeData final de l'obra que s'ha trobat en l'anlisi temporalYFIO_DataAnalisiDate/TimeData d'anlisi en la que s'ha trobat un final d'obra diferenta"FAM_TEL_IDTextIdentificador de tipus d'element:FAM_SIS_IDLongIdentificador d'Unitat de Control;FAM_RenumerableBooleanIndicador de si la famlia s modificable o noP FAM_ProcedenciaTextUnitat de Control de la que procedeix la famliaOFAM_IndSisquilloOrigenBooleanNO USAT0'FAM_IndBancReferenciaBooleanNO USAT/& FAM_ID_FIETextCodi de la familia en format FIEBDC-3?FAM_IDTextIdentificador de la famlia1FAM_DescripcioTextDescripci de la famlia6EXC_TipusTextTipus de l'excepci (genric, interval de dates, ...)NEXC_SIS_IDLongIdentificador d'Unitat de Control;EXC_IDLongIdentificador de festiu-EXC_FinsDate/TimeData fi del rang vlid3EXC_DesdeDate/TimeData inici del rang vlid7EXC_CAL_IDLongIdentificador del calendari5EST_TSI_IDLongCodi Tipus d'Unitat de Control8EST_PNO_IDTextIdentificador del literal de nivell (codi de consolidaci)T2EST_PNI_IDTextIdentificador del ttol de nivell;EST_PLT_IDTextIdentificador de plantilla4EST_NES_IDLongIdentificador de profunditat6EST_IDLongCodi d'estat"EST_EST_IDLongIdentificador del node pare52EST_DescripcioTextDescripci de l'estat3EST_CES_IDTextIdentificador de l'estructura7ESP_PAR_TEL_IDTextIdentificador de tipus de partida?ESP_PAR_SIS_IDLongIdentificador de la Unitat de Control ofertaJESP_PAR_IDTextIdentificador de la partida5ESP_PAR_FAM_IDTextIdentificador de famlia6 3Xu: / q 5 w = I M  b_Jo-}W-LIC_DataModificacioDate/TimeData darrera modificaci. No s'usa.K&LIC_DataCreacioDate/TimeData creaci de la licitaci. No s'usa.K"LIC_Criteri_PrintOfertantBooleanCriteri llistats: Impressi nom ofertant.U*!LIC_Criteri_Preus0BooleanCriteri d'homogenetzaci: Preus ofertats a 0.S#LIC_Criteri_PartidesABooleanCriteri d'homogenetzaci: Partides alades a justificar.a&LIC_Criteri_MaquinariaBooleanIndicador de si es fa l'homogenetzaci de quantitat de maquinaria en les lnies de justificaci.'LIC_Criteri_MaDObraBooleanIndicador de si es fa l'homogenetzaci de quantitat de ma d'obra en les lnies de justificaci.$LIC_Criteri_CantitatMaterialBooleanIndicador de si es fa l'homogenetzaci de quantitat de material en les lnies de justificaci.-$LIC_Criteri_AdaptarBancBooleanIndicador de si es fa homogenetzaci "Normal" o noms d'adaptaci de Banc.u(2LIC_ClassificacioTextClassificaci. NOUS SISTEMES. No s'usa.H2LIC_CIA_NomTextNom de la Companyia licitadora9LIC_CIA_IDLongIdentificador de la companyia7JUS_SIS_IDLongIdentificador d'Unitat de Control;JUS_PAR_TEL_IDTextIdentificador de tipus de la PO compostaFJUS_PAR_IDTextIdentificador de la PO composta9JUS_PAR_FAM_IDTextIdentificador de famlia de la PO compostaHJUS_ImportDoubleImport component * amidament component [/ rendiment compost]XJUS_ELE_TEL_IDTextIdentificador del tipus de l'element o la PO componentTJUS_ELE_IDTextIdentificador de l'element o la PO componentFJUS_ELE_FAM_IDTextIdentificador de famlia de l'element o la PO componentUJUS_AmidamentDoubleAmidament de l'element o la PO componentGIRP_MESIntegerCodi de l'ndex (Mes)/IRP_MaDObraDoublendex de m d'obra (H)3IRP_LligantsDoublendex de lligants (L)3IRP_IPCDoublendex d'IPC (IPC)*IRP_FustaDoublendex de fusta (M)-IRP_EnergiaDoublendex d'energia (E)0IRP_CoureDoublendex de coure (Cu).2IRP_Concepte2TextDescripci del segon concepte addicionalE2IRP_Concepte1TextDescripci del primer concepte addicionalFIRP_CoefConcepte2Doublendex del segon concepte addicionalF!IRP_CoefConcepte1Doublendex del primer concepte addicionalG!IRP_CimentDoublendex de ciment (C)/IRP_CeramicaDoublendex de cermica (Cr)4IRP_BOE_CNCTextProcedncia de l'ndex (BOE o CNC)=IRP_ANYLongCodi de l'ndex (Any),IRP_AluminiDoublendex d'alumini (Al)1IRP_AcerDoublendex d'acer (S)*2IMP_TitolTextText associat a aquesta despesa8IMP_SIS_IDLongIdentificador d'Unitat de Control;IMP_ImportPrevisioInicialDoubleImport previst inicialment per aquesta despesaY)!IMP_ImportPrevisioFinalDoubleImport final previst actualment per aquesta despesa\'IMP_IDIntegerID de despesa (un per lnea)5IMP_CPR_IDLongNmero de certificaci0 FUN_STM_IDTextCodi de sistema)FUN_IDLongIdentificador de funci-2FUN_FinestraTextCodi de finestra,2FUN_DescripcioTextDescripci de la funci52FUN_ControlTextCodi de control*2FUN_AccioTextCodi d'acci%FRP_MaDObraDoubleCoeficient de m d'obra (H)81%( o 1 z : g _ 7 vcEa+@a\~ANES_IDLongIdentificador de profunditat2NES_CES_IDTextIdentificador de l'estructura7 MON_SimboloTextSmbolo de la moneda/2MON_NombreTextDescripcin de la moneda2MON_IdByteIdentificador de Moneda (1-Peseta / 2-Euro)ALLI_VPL_IDLongIdentificador de la versi del pla<LLI_UltimIniciDate/TimeData d'ltim inici del lligam@!LLI_UltimFinalDate/TimeData de l'ltim fi del lligam@!LLI_TipusTextTipus de lligam(LLI_TAS_2_IDLongIdentificador de tasca dest8LLI_TAS_1_IDLongIdentificador de tasca origen9LLI_SIS_IDLongIdentificador d'Unitat de Control;LLI_PrimerIniciDate/TimeData de primer inici del lligamC"LLI_PrimerFinalDate/TimeData de primer fi del lligam@"LLI_IndPerDuradaBooleanIndicador de si la durada s en % sobre la durada de la tasca origen del lligamr!LLI_IDLongIdentificador de lligam-LLI_FolgLongFolgana del lligam+LLI_DuradaLongDurada del lligam+LLI_CAL_IDLongIdentificador de calendari4LIN_SIS_IDLongIdentificador d'Unitat de Control;LIN_PeriodeLongNumero de perode de seguiment en que s'ha creat la lniaTLIN_PAR_TEL_IDTextCodi de tipus de PO (Carcters 1 del codi de PO)NLIN_PAR_IDTextCodi identificador de la PO (Carcters 5,6,7,8 del codi de PO)XLIN_PAR_FAM_IDTextCodi de famlia de la PO (Carcters 2,3,4 del codi de PO)WLIN_NIV_IDLongCodi de l'activitat a la que pertanyen les lnies de pressupostYLIN_ImportDoubleImport de la lnia de pressupost<LIN_IDTextIdentificador de la lnia de pressupost (000..999) (nic per activitat)]LIN_AmidamentDetallatExtMEMOCamp pels amid. detallats de la lnia de pressupost.\& LIN_AmidamentDetallatBooleanIndicador de si l'amidament s detallatO&LIN_AmidamentDoubleQuantitat d'amidament (directe o resultat dels amidaments detallats)c2LIC_VencimentCertificacionsTextVenciment certificacions. NOUS SISTEMES. No s'usa.])#LIC_UsrModificacioTextUsuari darrera modificaci. No s'usa.G LIC_UsrCreacioTextUsuari creaci de la licitaci. No s'usa.GLIC_TLI_IDLongCodi de tipus de licitaci. NOUS SISTEMES. No s'usa.NLIC_TerminiGarantiaDoubleTermini de garantia. NOUS SISTEMES. No s'usa.R#LIC_TerminiDoubleTermini$LIC_SIS_IDLongIdentificador de l'oferta base (SISQUILLO)D2LIC_RevisioPreusTextRevisi de preus. NOUS SISTEMES. No s'usa.J2LIC_PressupostTextPressupost de licitaci5LIC_OFE_IDLongCodi d'oferta adjudicada. NOUS SISTEMES. No s'usa.LLIC_ImportMaxCreditDoubleImport mxim de crdit. NOUS SISTEMES. No s'usa.U#LIC_IDTextIdentificador de la licitaci3LIC_Homo_IniciadaBooleanIndicador de si ja hi ha ofertes homogenetzades.U"2LIC_GarantiaProvTextGarantia provisional. NOUS SISTEMES. No s'usa.N2LIC_GarantiaDefTextGarantia definitiva. NOUS SISTEMES. No s'usa.L2LIC_EnUSTextMarca de si la licitaci est en s (oberta per alg). No s'usa.X2LIC_DescripcioTextDescripci de la licitaci8LIC_DataPresentacioOfertesDate/TimeData de presentaci d'ofertes. NOUS SISTEMES. No s'usa.f-"LIC_DataOberturaOfertesDate/TimeData d'obertura d'ofertes. NOUS SISTEMES. No s'usa._*0j$6 g % T B 7 \ 2t2hX`*{PAR_CTE_FAM_IDTextIdentificador de famlia de la condici tcnicaMPAR_CTE_ELE_PAR_IDTextIdentificador d'element o partida (a blancs si la condici tcnica s per una famlia) de la condici tcnica PAR_CodiITECTextCodi ITEC%PAR_ClaseLongPer identificar tipus especials de PO>PAE_ValorBooleanActiva/Inactiva+PAE_PAR_IDLongCodi de parmetre+PAE_EST_TSI_IDLongTipus d'Unitat de Control7PAE_EST_IDLongCodi d'estat&OPC_SIS_IDLongIdentificador de sisquillo4OPC_PGL_IDByteIdentificador de parmetre global;OPC_IDByteIdentificador d'opci+dOPC_DescripcioLlargaTextDescripci Llarga5"2OPC_DescripcioTextDescripci(OFE_VersioLongIdentificador de l'oferta base presentada pel mateix licitador que presenta aquesta variant (noms per ofertes variants)OFE_TerminiDoubleTermini d'execuci de l'obra ofertada pel licitador (en mesos).\OFE_SIS_IDInicialLongId. de la Unitat de Control abans de l'homogenetzaci.XOFE_SIS_IDLongIdentificador de la unitat de control ofertaFOFE_ReportHMGMEMOIncidncies detectades en el procs d'homogenetzaci.SOFE_PathInicialTextPath del cam del .mdb que cont la UC abans de l'homogenetzaci`OFE_PathTextCam on es troba l'oferta presentada pel licitador abans d'homogenetzar.aOFE_ObservacionsTextObservacions de l'oferta.9OFE_LIC_IDTextIdentificador de la licitaci7OFE_LIC_CIA_IDLongIdentificador de la companyia que convoca la licitaciTOFE_InclosaBooleanL'oferta homogenetzada est inclosa en la comparaci?TOFE_ImportInicialDoubleImport de l'oferta abans de l'homogenetzaciP!OFE_ImportDoubleImport de l'oferta.OFE_IDLongIdentificador de l'oferta/OFE_HomogeneitzadaBooleanIndicador de si l'oferta est homogenetzadaQ#OFE_EXT_IDLongIdentificador del provedor (entitat externa) NOUS SISTEMES. No s'usa.`OFE_ComparableBooleanDesprs de l'homogenetzaci, s comparable l'oferta homogenetzada?eOFE_CIA_IDLongIdentificador de la companyia ofertant@2OFE_CIA_DescripcioTextDescripci de companyia ofertantB OFE_CarregadaBooleanIndicador de si la UC ja est carregada en la BD que cont la licitaci.hOFE_BaseBooleanIndicador de si s oferta de la base o variant.JOFE_AdjudicadaBooleanIndicador d'oferta adjudicada. NOUS SISTEMES. No s'usa.YNIV_TotalDoubleImport acumulat en base als imports dels seus fillsNNIV_TNO_IDTextCodi de consolidaci del node7NIV_TNI_IDIntegerIdentificador del ttol de nivell>NIV_SIS_IDLongIdentificador d'Unitat de Control;NIV_RepeticioTextCodi de repetici del node7NIV_NIV_IDLongIdentificador del node pare5NIV_ID_OfertaBaseLongCamp a utilitzar en les homogenetzacions. Cont el nmero d'aquest mateix nivell en l'oferta base.NIV_IDLongIdentificador del node (nic per Unitat de Control)I2NIV_DescripcioTextDescripci del node1NIV_CPR_IDLongNmero de perode de seguiment en que s'ha creat el node.S2NES_PNI_IDTextIdentificador del ttol de nivell;NES_PLT_IDTextIdentificador de plantilla4NES_LiniesBooleanIndicador de si admet lnies de pressupost o noL+1` ^, z | 3 < m  Ql&>[j+=5;PLA_TemporalAutomaticBooleanIndicador d'anlisi temporal automticaO&PLA_SIS_IDLongIdentificador d'Unitat de Control;PLA_ProgresBooleanIndicador d'estat de progrs:PLA_PlanificatLongIdentificador de la versi planificada (pla de base)RPLA_NoRestrictiuBooleanIndicador d'anlisi temporal no restrictiuM!PLA_IntervalCodisIntegerInterval entre codis d'usuari de les tasquesP"PLA_ErrorTemporalBooleanIndicador d'error en l'anlisi temporalK"PLA_ErrorEconomicBooleanIndicador d'error en l'anlisi econmicaL"PLA_EconomicPendentBooleanIndicador d'anlisi econmica pendentK$PLA_CAL_IDLongCodi del calendari per defecte del Pla de TreballKPLA_ActualLongIndicador de la versi actual7PGL_SIS_IDLongIdentificador de Sisquillo4PGL_OpcioTriadaByteOpci triada+PGL_IDByteIdentificador de parmetre global7PGL_DescripcioTextDescripci(PCO_SIS_IDLongIdentificador d'Unitat de Control;PCO_ImportDoubleImport component * amidament componentBPCO_AmidamentDoubleAmidament de la PO component;PCO_2_TEL_IDTextIdentificador de tipus de la PO componentEPCO_2_PAR_IDTextIdentificador de la PO component<PCO_2_FAM_IDTextIdentificador de famlia de la PO componentGPCO_1_TEL_IDTextIdentificador de tipus de la PO compostaDPCO_1_PAR_IDTextIdentificador de la PO composta;PCO_1_FAM_IDTextIdentificador de famlia de la PO compostaFPAR_UnitatAmidamentTextUnitat d'amidament de la PO>!PAR_TotalSenseDespesesDoubleSuma dels tres anteriors@&PAR_TotalMaterialDoubleSuma dels imports dels components material (inclou els EC)]!PAR_TotalMaquinariaDoubleSuma dels imports dels components maquinriaQ#PAR_TotalMaDObraDoubleSuma dels imports dels components m d'obraM PAR_TEL_IDTextIdentificador de tipus de partida;PAR_SIS_IDLongIdentificador d'Unitat de Control;PAR_SimpleBooleanIndicador de partida simple8PAR_RenumerableBooleanIndicador de si el nmero del preus s renumerable o noY PAR_RendimentDoubleRendiment a aplicar a la maquinria i m d'obra de la justificaciaPAR_ProcedenciaTextIdentificador de la Unitat de Control d'on prov la PO (altres o la prpia Unitat de Control)|PAR_PreuDoublePreu final a aplicar als pressupostos?PAR_PerDespesesAuxiliarsDoublePercentatge de despeses auxiliarsK( PAR_NumeroPreuIntegerNmero del preu pels llistats>dPAR_NomCurtTextNom curt de la partida d'obra8PAR_JustificacioBooleanFlag de SI/NO t justificaci@!PAR_IndSisquilloOrigenBooleanIndicador de partida provinent de l'Unitat de Control origene'PAR_IndBancReferenciaBooleanIndicador de partida provinent del banc de referncia]&PAR_ID_FIETextCodi de la partida en format FIEBDC-3?PAR_IDLongCodi de parametre'PAR_FAM_IDTextIdentificador de famlia2PAR_DiscretBooleanIndicador de si la partida que s'ha portat prov de la part discreta.cPAR_DespesesAuxiliarsDoubleImport calculat de despeses auxiliarsL%2PAR_DescripcioTextDescripci de parametre5PAR_CTE_TEL_IDTextIdentificador de tipus d'element de la condici tcnicaUO/Y5 \  ; ; Q t ' z3[o&A]s]PRE_PerIVADoublePercentatge d'IVA. No s'usa.8PRE_PerDespesesGeneralsDoublePercentatge de despeses generals. No s'usa.T'PRE_PerBeneficiIndustrialDoublePercentatge per benefici industrial. No s'usa.Y)!PRE_PerAccioCulturalDoublePercentatge d'acci culturalB$PRE_PAR_ID_AccioCulturalTextIdentificador de partida d'acci cultural. Carcters 5,6,7,8 del codi de la partida d'Acci Cultural.& PRE_NumMaxNivellsIntegerNmero de nivells de l'arbre del pressupostO"PRE_ImportLicitacioDoubleImport Licitaci (emprat noms en el llistat de Situaci econmica)h#PRE_Import_PEMDoubleImport del pressupost d'execuci materialIPRE_FAM_ID_AccioCulturalTextIdentificador de famlia d'acci cultural. Carcters 2,3,4 del codi de la partida d'Acci Cultural.& PRE_DuradaDoubleDurada prevista de l'obra. No s'usa.@PRE_DataIniciObraDate/TimeData d'inici de l'obra. 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estimacions de les despeses directes de les dades generals del perode.Funcions d'aplicaci accessibles pel perfil connectatCont la definci de les parelles % d'aven - % d'import per a cada funci de distribuci del Pla.Funcions d'aplicaci que es contemplen com a opcions independents i per tant sn succeptibles d'activar-se i desactivar-se depenent del perfil de l'usuari. Compativilitat amb NOUS SISTEMES. Tamb s'utilitza en Local.Cont els coeficients de les diferents frmules de Revisi de Preus.Cont les frmules predefinides dels amidaments detallats.Parmetres actius per a una Unitat de Control. Cont els finals d'obra que s'han anat trobant en les diferents dates d'anlisi per un Pla.Cont el codi i descripci de cada famlia del Banc.Per cada calendari del Pla cont les excepcions que defineixen els perodes laborables i festius.En el submdul de Plantilles, cont cadascuna de les estructures en forma d'arbre de les diferents plantilles definides. Cont les relacions pare - fill dels nodes que composen l'estructura.Estats en els que pot estar una unitat de control depenent del seu tipus. Des de l'aplicaci s'hi fa referncia com a Comportaments. En l'aplicaci d'Ofertes, cont l'estadstica de partides de cadascuna de les ofertes homogenetzades.En l'aplicaci d'Ofertes, cont l'estadstica de components de cadascuna de les ofertes homogenetzades.Cont l'esquema de previsi de certificaci de cada versi del Pla. Indica el tipus de periodificaci i la data (o les dues dates si la periodificaci s quinzenal) en que es preveu certificar.Cont la justificaci dels elements compostos, indicant el codi de l'element compost, el codi del component, l'amidament, i l'import resultant.Cont les dades de cada element simple o compost del Banc.Cont la relaci de totes les operacions de cpies en les que ha participat la base de dades, ja sigui com a origen o com a dest de l'operaci.Per cada data prevista de certificar cont la previsi de certificaci mxima i mnima.(NOUS SISTEMES) Cont la informaci que surt en l'informe de dades generals del Pla.Cont l'objecte de les condicions tcniques d' elements, partides i/o famlies (sols les que en tenen), i informaci de la mida del fitxer abans i desprs de comprimir.Taula per enmagatzemar mes d'un plec per a cada concepte d'un banc paramtricDonat un perode de seguiment, cont les dades econmiques (del separador Imports) de l'ltim Full.Per cada perode de certificaci, i per cada relaci entre tasca i lnea de pressupost, cont el que s'ha certificat de la lnia per aquella tasca i el % d'associaci entre lnea i tasca.Per a cada perode de certificaci i per cada tasca del Pla, cont l'import certificat, el % d'aven i la durada en el moment de certificar.Cont les dades generals del seguiment econmic i del perode de seguiment a que fa referncia.Per a la versi de progrs, per cada perode de certificaci cont l'import certificat pel Pla.Cont les quantitats certificades i estimades per apartat de pressupost i perode. Noms es creen registres per aquells apartats i perode en els que s'ha introdut alguna dada.Cont les quantitats certificades i estimades per lnia i perode. Noms es creen registres per aquelles lnies i perode en les que s'ha introdut alguna dada.En el submdul de Plantilles, cont les dades generals de cadascuna de les estructures definides en una plantilla.Cont el factor de canvi entre dues monedesCont els identificadors i les descripcions de cada calendari de la unitat de control.Cont les dades generals del Banc de preus.[F|Z7N& h <  _ <  e C  ] 9   ] 6 gD{[7 [9VersioPla6@# UltimFull[@" TitolNode\@! TitolNivell@@ TipusSisquilloO@TipusElement8@Tasca_Linia@Tasca>@ SubTipusSisquillo@!SubFamiliesH@Sistema@ Sisquillo3@ ResumC@ PrevisioTascaf@PreusParametricsPartridesM@)PreusParametricsElementsK@(Pressupost)@PlantillaI@ Pla#@Perfil}@ PartidaComposta@Partidab@ ParametresGlobals)@ !ParametreEstatn@ ParametreP@  OpcionsOpcions d'un banc paramtric5 Oferta8@  Nivell@  Moneda)@ Lligam?@ LiteralNode@LiteralNivell_Estructurah@(LiteralNivell`@LiniaT@ Licitacio6@ Justificacio@IndexRevisioPreusC@!Imprevist{@  FuncioPerfil7@FuncioDistribuciod@!Funcio@ FormulaRevisioPreusG@#Formula<@ Flag2@FinalsObra]@Familia6@ Excepcioc@ Estructura@Estat@ EstadisticaPartidash@#EstadisticaComponentesj@&EsquemaCertificacio@#ElementCompost@Element<@ DiariTraspassos@DataCertificacioY@ DadesGeneralsV@ CondicioTecnica@ CondicionsTecniquesAmbitsO@ )CertUltimFulle@ CertTasca_Linia@ CertTasca@ CertPressuposta@CertPlaa@ CertNivell@CertLinia@ CapEstructurat@Cambio-@ CalendariX@ Banc-@LVAL$ 6 F  [ # e <  z 1  p _m@ICont les dades de cada uCont les dades de cada una de les versions del pla.Donat un pressupost, cont les dades econmiques (del separador Imports) de l'ltim Full.Cont la llista de tots els conceptes, classificats per nivell, presents en un pressupost.Cont la definici de l'estructura de nivells d'un pressupost.Tipus d'Unitat de Control. Actualment: TR = Treball, BR = Banc de Referncia.Cont les dades de tots els tipus d'elements del Banc.Per cada tasca d'una versi d'un Pla, cont les lnies de pressupost associades, amb el % d'associaci, la quantitat associada i l'import certificat fins el moment.Cont les dades de totes les tasques d'una versi d'un Pla.Estats o subtipus possibles en els que es pot trobar una Unitat de Control. Es defineixen al crear l'UC o des de dades generals. L'usuari pot definir-ne al marge d'aquesta taula.Cont es families de mes de 3 nivells procedents de bancs paramtricsIdentificaci de les aplicacions que comparteixen una mateixa base de dades. Serveix per organitzar les possibles Funcions de l'aplicaci sota un nivell superior d'agrupaci. Compativilitat amb NOUS SISTEMES. Tamb s'utilitza en Local.Cont les dades generals d'una Unitat de Control.Cont les dades de totes les tasques resum d'una versi d'un Pla.Per cada data prevista de certificar i per cada tasca, cont el mxim i mnim previst de certificar.Taula per enmagatzemar mes d'un preu en les partides dels bancs paramtricsTaula per enmagatzemar mes d'un preu en els elements d'un banc paramtricCont les dades generals de pressupost.En el submdul de Plantilles, cont les dades generals d'una plantilla.Cont les dades generals del Pla.Perfil de l'usuari, a NOUS SISTEMES coincideix amb el perfil de l'usuari connectat. En Local s el perfil definit a TCQ.INICont les justificacions dels conjunts de partides d'obra que sn partides d'obra, indicant el codi de la partida composta, el codi de la partida component, l'amidament i l'import resultant.Cont les dades de cada partida d'obra, conjunt de partides d'obra i partides alades d'un Banc.Parmetres globals d'un banc paramtricSituaci de cada parmetre de comportament per cada estat (comportament) possible de les Unitats de Control.Possibles parmetres que determinen el comportament de les Unitats de Control.Cont les dades generals d'una oferta d'una licitaci.Per un pressupost, cont la seva estructura en forma d'arbre. Cont les relacions pare-fill dels nodes que composen l'estructura.Cont el nom i el simbol de cada monedaCont les dades de cada un dels lligams d'una versi del Pla.En el submdul de Plantilles, donada una plantilla cont la llista de nodes (conceptes) que t definits per cadasc dels seus nivells.En el submdul de Plantilles, per una estructura, cont la definici de la seva estructura de nivells.En el submdul de Plantilles, donada una plantilla cont la llista de nivells que t definits.Cont les lnies de pressupost, inclosos, si en t, els seus amidaments detallats.Per cada licitaci, cont les seves dades generals .Cont la justificaci de les partides que en tenen, indicant el codi de la partida, el codi del component, l'amidament del component, i l'import resultant.Cont els coeficients dels diferents ndexs de Revisi de Preus.?  @ @@@  @@  @ @ @@  @@ @@@UQbQiJ^OYMMYdbJiYmJo^QkUQbQiJ^JO`YbOJmJJMMQkkfJUQkOJmJLJkQkSdi`k `dOo^Qk iQ^JmYdbkWYfkiQfdimk kMiYfmk kvkiQ^ mJL^QkJfJimJmk`J LJbMLJbMJOJfmJiU`JMJ^QbOJiYMJ`LYdMJfQkmioMmoiJMQim^YbYJMQimbYqQ^^MQimf^JMQimfiQkkofdkmMQimiQko`'MQimiQko`+^YbYJMQimmJkMJMQimmJkMJ+^YbYJMQimo^mY`So^^ MQimo^mY`So^^Jf^QMkM^JkkYSiQkYOok MdbOYMYdbkmQMbYhoQkJ`LYmk!MdbOYMYdbkmQMbYhoQkkoLSJ`Y^YQkJ`LYmk"MdbOYMYdmQMbYMJ#MiYmQiYkQkfQMYJ^k$OJOQkUQbQiJ^k%OJmJMQimYSYMJMYd&OQSYbYMYd`J OYJiYmiJkfJkkdk'Q^Q`Qbm(Q^Q`QbmMd`fdkm)QiidiQkOQfQUJOd%Qiidik QkhoQ`JMQimYSYMJMYd*QkmJOYkmYMJMd`fdbQbmQk+QkmJOYkmYMJfJimYOJk,QkmJm-QkmioMmoiJ.QuMQfMYdcSJ`Y^YJcSY^miQkSYbJ^kdLiJcS^JUcSdi`o^JcSdi`o^JiQqYkYdfiQokcSobMYdcSobMYdOYkmiYLoMYdcSobMYdfQiSY^cSobMYdkJoc UiJSYMkc Y`fiQqYkmc YbOQuiQqYkYdfiQokc [okmYSYMJMYdc ^YMYmJMYdc^YbYJc^YmQiJ^bYqQ^^c^YmQiJ^bYqQ^^+QkmioMmoiJc^YmQiJ^bdOQc^^YUJ`c`J+QuMJqJMYdiQk#`J+SYmuJfiQ`Yb%`J+UQkmdiiQkYOo)`J+UiJSYM `J+bdOQUiJSYM `J+bdi`JmYqJ*`J+bdi`JmYqJ^Qi+`J+dfQiJMYdUi(`J+fdJkkdMYJOQk$`J+fdiQko`kQfJiJMYd `J+iQko`kQfJiJMYd'`J+kQfJiJMYdiQk&`JmQiYJ^Q^Q`Qbm`JmQiYJ^k `dbQOJc`kvkJMMQkkdL[QMmkc`kvkJMMQkku`^`kvkJMQk`kvkM`OLJikc`kvkY`QuMd^o`bkc`kvkY`QukfQMkc`kvkdL[QMmk`kvkhoQiYQk`kvkiQ^JmYdbkWYfkbYqQ^^cdSQimJcdfMYdbkcdiOiQMJbqYdiOiQMJbqY^YbYJdiOiQMJbqYfJimYOJfJiJ`QmiQcfJiJ`QmiQQkmJmcfJiJ`QmiQkU^dLJ^kcfJimYOJcfJimYOJMd`fdkmJc fQiSY^c!f^Jc"f^JbmY^^Jc#fiQkkofdkmc$fiQokfJiJ`QmiYMkQ^Q`Qbmkc%fiQokfJiJ`QmiYMkfJimYOQkc&h+UJh+UJSo^^h+UJSo^^kJkkJYUh+UJfidf`dkmiJh+^JLdiJmdiYh+^dmh+^dmQkmh+^dmQkmSdi`YUdh+^dmSdimYfokMdbmid^fidOh+fdSJ`JMh+fdmMJkkJYUh+fiQokJkkJYUh+fidfJOYM h+fidf`dkmiJ!h+fidfiQk"h+iQSfiQok#h+kQiJkkJYU$h+kQiJkkJYUfidfiQk%h+kQiOQfQb&h+kQiUJfidf`dkmiJ'h+kQiYQ(h+kQifidfJOYM)h+kQikQbkQiQfQmYMYd*h+kQimQ`f+h+mM,h+miJ`-h+miJ`fd.h+o^mY`So^^hoJ^YmJmiQko`kYkhoY^^dkYkmQ`JkoLSJ`Y^YQkkoLmYfokkYkhoY^^dmJkMJmJkMJ+^YbYJmYfokQ^Q`Qbm mYfokkYkhoY^^d mYmd^bYqQ^^ mYmd^bdOQ o^mY`So^^ qQikYdf^Jxx+OYMMYdbJiYxx+mJo^JJMMQkk^Jvdom`kvkOLko``JivYbSdokQiOQSYbQO   @ @   @@ @  @  @  @+ BB:Q+ +;K[+ BB:D>Q+ +;K[+ JJF:8SBHDSD@88O6J66:6F66@JO8D6>Q+ +;K[+ JJF:8SBJDSD@88O6J66:6F66@JO8D6>Q+ +;K[+ JJF:8SBODSD@88O6J66:6F66@JO8D6>Q+ +;K[LJbMmYfokQ^Q`QbmMJ^QbOJiYQuMQfMYdMJ^QbOJiY^^YUJ`MJ^QbOJiYmJkMJMJfQkmioMmoiJQkmioMmoiJMJfQkmioMmoiJ^YmQiJ^bYqQ^^+QkmioMmoiJMQim^YbYJMQimiQko`+^YbYJ"MQim^YbYJmJkMJ^YbYJ+MQim^YbYJ1MQimbYqQ^^MQim^YbYJMQimf^JMQimiQko`MQimf^JMQimmJkMJMQimfiQkkofdkmMQimbYqQ^^MQimfiQkkofdkmMQimo^mY`So^^ MQimfiQkkofdkmMQimo^mY`So^^Jf^QMkMQimfiQkkofdkmY`fiQqYkm!MQimiQko`MQimiQko`+^YbYJMQimmJkMJMQimmJkMJ+^YbYJ"OJmJMQimYSYMJMYdfiQqYkYdiQko`OJmJMQimYSYMJMYdfiQqYkYdmJkMJ#Q^Q`QbmQ^Q`QbmMd`fdkm =Q^Q`QbmQ^Q`QbmMd`fdkm8 >Q^Q`Qbm[okmYSYMJMYd  ? 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G' xFoapȐ! * .O .LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p .N + G' xFoapȐ! * + 1GTs/^w=d# zDGl/* +O +LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p +N ( G' xFoapȐ! * ( 1GTs/^w=d# zDGl/* (O (LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p (N % G' xFoapȐ! * %O %LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p %N " G' xFoapȐ! * " 1GTs/^w=d# zDGl/* "O "LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p "N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p LVAL0------\'a6\par \'a6Cair\'f3 \'a6 - \'a6 1 cm \'a6\par \'a6Tova \'a6 30x30 o 30x35 cm \'a6 2,5 cm \'a6\par \'a6 \'a6 35x35 cm \'a6 3 cm \'a6\par \'a6 \'a6 40x40 cm \'a6 4,5 cm \'a6\par \'a6 \'a6 45x45 o 50x50 cm \'a6 5 cm \'a6\par +---------------------------------------+\par ELABORACI\'d3 MANUAL:\par Succi\'f3 d'aigua: <= 0,05 g/cm2 x min\par Absorci\'f3 d'aigua: <= 20%\par Toler\'e0ncies de llarg\'e0ria, ampl\'e0ria i gruix:\par +--------------------------------------------------+\par \'a6 Mides nominals \'a6 Llarg\'e0ria \'a6 Ampl\'e0ria \'a6 Gruix \'a6\par \'a6----------------\'a6-----------\'a6----------\'a6----------\'a6\par \'a6 14x14 cm \'a6 \'b1 5 mm \'a6 - \'a6 \'b1 3 mm \'a6\par \'a6 15x15 cm \'a6 \'b1 5 mm \'a6 - \'a6 \'b1 3 mm \'a6\par \'a6 20x20 cm \'a6 \'b1 6 mm \'a6 - \'a6 \'b1 3 mm \'a6\par \'a6 25x25 cm \'a6 \'b1 7 mm \'a6 - \'a6 \'b1 3 mm \'a6\par \'a6 30x30 cm \'a6 \'b1 8 mm \'a6 - \'a6 \'b1 4,5 mm \'a6\par \'a6 35x20 cm \'a6 \'b1 9 mm \'a6 \'b1 6 mm \'a6 \'b1 4,5 mm \'a6\par \'a6 35x35 cm \'a6 \'b1 9 mm \'a6 - \'a6 \'b1 5 mm \'a6\par \'a6 40x40 cm \'a6 \'b1 10 mm \'a6 - \'a6 \'b1 6,5 mm \'a6\par \'a6 45x45 cm \'a6 \'b1 11 mm \'a6 - \'a6 \'b1 7 mm \'a6\par \'a6 50x50 cm \'a6 \'b1 12 mm \'a6 - \'a6 \'b1 7 mm \'a6\par \'a6 28x14 cm \'a6 \'b1 8 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6 29x14 cm \'a6 \'b1 8 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6 1cm de gruix \'a6 - \'a6 - \'a6 \'b1 3 mm \'a6\par \'a6 2cm de gruix \'a6 - \'a6 - \'a6 \'b1 4 mm \'a6\par +--------------------------------------------------+\par ELABORACI\'d3 MEC\'c0NICA:\par Absorci\'f3 d'aigua (UNE_EN ISO 10545-3): <= 10%\par Resist\'e8ncia a la flexi\'f3 (UNE_EN ISO 10545-4): >= 8 N/mm2\par Duresa al ratlla4ЬXΰΰΰΰΰΰΰΰΰΰΰ\ ` d  h   l  p  t x$|(,Ą0ÈÈÈÈÈÈÈ48ffff?EAF7AL03A012M000@@:53-(& Q?&†@?Q?E93615B0A0140000@@:53-(& )\(?ZB>Y@?)\(?E93615B0A0122000@@:53-(& ? ףp=H@??EAVTU001BAVTU001@@:53-(& ?Q&@??EAVTU001A012M000@@:53-(& )\(?z6>W@?)\(?EAF7AL03B7J50090@@:53-(& 333333?(\u@?333333?EAF7AL03B7J50010@@:53-(& 333333?V-o@?333333?EAF7AL03A013M000@@:53-(& ffffff?+/@?ffffff?EAF7AL03A012M000@@:53-(& Q?V}b @?Q?EAF7ALR4B7J50090@@:53-(& ?HzG@??EAF7ALR4B7J50010@@:53-(& ?Hz@??EAF7ALR4A013M000@@:53-(& ?ffffff<@??EAF7ALR4A012M000@@:53-(& ?@??EAF3ALR3BAF3ALR3@@:53-(& ffffff?+/@?ffffff?EAF3ALR3A012M000@@:53-(& 333333?V-o@?333333?EAF3ALR3A013M000@@:53-(& 333333?(\u@?333333?EAF3ALR3B7J50010@@:53-(& )\(?z6>W@?)\(?EAF3ALR3B7J50090@@:53-(& ffffff?+/@?ffffff?EAF3ALR2A012M000@@:53-(& 333333?V-o@?333333?EAF3ALR2A013M000@@:53-(& 333333?(\u@?333333?EAF3ALR2B7J50010@@:53-(& )\(?z6>W@?)\(?EAF3ALR2B7J50090@@:53-(& ?@??EAF3ALR2BAF3ALR2@@:53-(& ?@??EAF3ALR1BAF3ALR1@@:53-(& ffffff?&1\@?ffffff?EAF3ALR1B7J50090@@:53-(& Q?V-??Q?EAF3ALR1B7J50010@@:53-(& ?sh|????EAF3ALR1A013M000@@:53-(& ?Q&@??EAF3ALR1A012M000@@:53-(& ffffff?+/@?ffffff?EAF7AL02A012M000@@:53-(& 333333?V-o@?333333?EAF7AL02A013M000@@:53-(& 333333?(\u@?333333?EAF7AL02B7J50010@@:53-(& )\(?z6>W@?)\(?EAF7AL02B7J50090@@:53-(& ?P@??EAF7AL02BAF7AL02@@:53-(& @QF@?@EAF5AL01A012M000@@:53-(& ?sh|?@??EAF5AL01A013M000@@:53-(& 333333?jt @?333333?EAF5AL01B7J50090@@:53-(& ?&@??EAF5AL01B7F5AL01@@:53-(& ?q= ף0@??EAF5AL01B7J50010@@:53-(& 333333?Sc @?333333?E8EZUF00A0127000@@:53-(& ?V-???K8781110CZ172000@@:53-(& 333333?1Zd??333333?K8781110B0111000@@:53-(& ?Cl???K8781110A0140000@@:53-(& ?d;O@??K8781110A0121000@@:53-(&@@@    Da8b2@IVA2IVA 18,00'2 0,002 0,002 0,001 0,001 0,00@Benefici industrial1Benefici industrial 6,00F+)*@Despeses generals1Despeses generals 13,00C)'LVALves per a drenatges:\par - Preparaci\'f3 de la zona de treball\par - Replanteig dels nivells\par - Aportaci\'f3 del material\par - Reblert i estesa per tongades succesives\par Rep\'e0s i piconatge:\par - Preparaci\'f3 de la zona de treball (no inclou entibaci\'f3)\par - Situaci\'f3 dels punts topogr\'e0fics\par - Execuci\'f3 del rep\'e0s\par - Compactaci\'f3 de les terres, en el seu cas\par TERRAPLENAT I PICONATGE O REBLERT DE RASES:\par Conjunt d'operacions d'estesa i compactaci\'f3 de terres adequades o sorres, per a aconseguir una plataforma amb terres superposades, o el reblert d\'92una rasa.\par El material s'ha d'estendre per tongades successives sensiblement paral\'b7leles a la rasant final.\par El gruix de la tongada ha de ser uniforme i ha de permetre la compactaci\'f3 prevista d'acord amb els mitjans que s'utilitzin.\par El material que s\'92utilitzi ha de complir les especificacions fixades en el plec de condicions corresponent.\par En tota la superf\'edcie s'ha d'arribar, com a m\'ednim, al grau de compactaci\'f3 previst expressat com a percentatge sobre la densitat m\'e0xima obtinguda en l'assaig Pr\'f2ctor Modificat (UNE 103501).\par REBLERT O ESTESA DE GRAVES PER A DRENATGE:\par Estesa de graves per tongades de gruix uniforme i sensiblement paral\'b7leles a la rasant final.\par Les graves han de ser netes, sense argila, margues ni altres materials estranys.\par Les tongades han de quedar compactades adequadament. El grau de compactaci\'f3 ha de ser superior al dels terrenys adjacents al seu mateix nivell.\par La composici\'f3 granulom\'e8trica de la grava ha de complir les condicions de filtratge fixades per la DF d'acord amb el terreny adjacent i el sistema previst d'evacuaci\'f3 d'aigua. Com a condicions generals ha de complir:\par - Mida del granulat: <= 76 mm\par - Percentatge que passa pel tam\'eds 0,080 (UNE 7-050): <= 5%\par REP\'c0S I PICONATGE D'ESPLANADA:\par La qualitat del terreny posterior al rep\'e0s requereix l'aprovaci\'f3 expl\'edcita de la DF.\par El terra de l'esplaLVALnada ha de quedar pla i anivellat.\par No han de quedar zones que puguin retenir aigua.\par REP\'c0S I PICONATGE DE CAIXA DE PAVIMENT:\par La qualitat del terreny posterior al rep\'e0s requereix l'aprovaci\'f3 expl\'edcita de la DF.\par Conjunt d'operacions per a aconseguir l'acabat geom\'e8tric de la caixa del paviment.\par La caixa ha de quedar plana, amb el fons i les parets repassades i a la rasant prevista.\par La superf\'edcie compactada no ha de retenir aigua entollada en cap punt.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: - 25 mm\par - Planor: \'b1 15 mm/3 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par TERRAPLENAT, REBLERT O ESTESA:\par S'han de suspendre els treballs en cas de pluja o quan la temperatura ambient sigui inferior a:\par - 0\'b0C en reblert o estesa de grava\par - 2\'b0C en terraplenat amb terres adequades\par S'han de mantenir els pendents i els dispositius de drenatge necessaris per a evitar entollaments.\par A les vores amb estructures de contenci\'f3 la compactaci\'f3 s'ha de fer amb piconadora manual (picadora de granota).\par No s'ha de treballar simult\'e0niament en capes superposades.\par Despr\'e9s de pluges no s'ha d'estendre una altre tongada fins que l'\'faltima no s'hagi eixugat.\par S'han de protegir els elements de serveis p\'fablics afectats per les obres.\par ESTESA DE GRAVES PER DRENATGES:\par Els treballs s'han de fer de manera que s'eviti la contaminaci\'f3 de la grava amb materials estranys.\par No s'han de barrejar diferents tipus de materials.\par S'ha d'evitar l'exposici\'f3 prolongada del material a la intemp\'e8rie.\par REP\'c0S I PICONATGE:\par S'han de suspendre els treballs quan la temperatura ambient sigui inferior a 2\'b0C.\par Els llocs que, per alguna ra\'f3 (pendents, obres de f\'e0brica properes, etc.), no es puguin compactar amb l'equip habitual, s'han d'acabar amb els mitjans adequats per a aconseguir la densitat de compactaci\'f3 especificada.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par TERRAPLENAT, REBLERT O ESTES[LVALkOgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgVgVgVgWgWgWg Xg!Xg"Xg#Yg$Yg%Yg&Zg'Zg(Zg)[g*[g+[g,\g-\g.\g/]g0]g1]g2^g3^g4^g5_g6_g7_g8`g9`g:`g;ag<ag=ag>bg?bg@bgAcgBcgCcgDdgEdgFdgGegHegIegJfffggghhhi i i j j jkkklllmmmnnnoooppp q!q"q#r$r%r&s's(s)t*t+t,u-u.u/v0v1v2w3w4w5x6x7x8y9y:y;z<z=z>{?{@{A|B|C|D}E}F}G~H~I~J      !"MR2nValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControl5   Per a cada perode de certificaci i per cada tasca del Pla, cont l'import certificat, el % d'aven i la durada en el moment de certificar.CTA_SIS_ID   J BIdentificador d'Unitat de Control    mCTA_VPL_ID   F >Identificador de versi del pla    mCTA_TAS_ID   D <Identificador de tasca del pla    mCTA_CPR_ID   T LIdentificador (nmero) de certificaci    mCTA_Import   h `Import certificat de la tasca en la certificaci    m CTA_PerImport    Percentatge certificat respecte l'import total assignat a la taca en aquest moment    mCTA_PerAvans   f ^Percentage d'aven de la tasca en aquest moment    mCTA_Durada   Z RDurada total de la tasca en aquest moment    mj LVAL| MR2OrderByOnColumnWidthColumnOrderColumnHiddenDecimalPlacesRequiredDisplayControlDescriptionAllowZeroLengthValidationRuleValidationText FilterOrderBy FormatInputMaskCaptionDefaultValue  Donat un perode de seguiment, cont les dades econmiques (del separador Imports) de l'ltim Full. CUF_ID      m zIdentificador de nmero de lnia (nic per Unitat de Control)CUF_Texte      m* "Text de la lnia.CUF_Valor      mX PValor de la lnia (import o percentatge)CUF_Per     mj bIndicador de percentatge (0-import/1-percentatge)CUF_SIS_ID      mL DIdentificador d'Unitat de Control.CUF_CPR_ID   B :Identificador de certificaci   mMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength ~ vPer cada perode de cMR2OrderByOnColumnWidthColumnOrderColumnHiddenDecimalPlacesRequiredDisplayControlDescriptionAllowZeroLengthValidationRuleValidationText FilterOrderBy FormatInputMaskCaptionDefaultValue  Donat un perode de seguiment, cont les dades econmiques (del separador Imports) de l'ltim Full. CUF_ID      m zIdentificador de nmero de lnia (nic per Unitat de Control)CUF_Texte      m* "Text de la lnia.CUF_Valor      mX PValor de la lnia (import o percentatge)CUF_Per     mj bIndicador de percentatge (0-import/1-percentatge)CUF_SIS_ID      mL DIdentificador d'Unitat de Control.CUF_CPR_ID   B :Identificador de certificaci   moLVAL OgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgVgVgVgWgWgWg Xg!Xg"Xg#Yg$Yg%Yg&Zg'Zg(Zg)[g*[g+[g,\g-\g.\g/]g0]g1]g2^g3^g4^g5_g6_g7_g8`g9`g:`g;ag<ag=ag>bg?bg@bgAcgBcgCcgDdgEdgFdgGegHegIegJfffggghhhi i i j j jkkklllmmmnnnoooppp q!q"q#r$r%r&s's(s)t*t+t,u-u.u/v0v1v2w3w4w5x6x7x8y9y:y;z<z=z>{?{@{A|B|C|D}E}F}G~H~I~J      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEMR28RequiredAllowZeroLength)CSA_SIS_ID 2CSA_TEL_ID  2CSA_FAM_ID  H0*CSA_SFA_SubfamiliaFIE  'CSA_AMBIT 4CSA_Apartat  MR2RequiredAllowZeroLengthDescriptionValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHidden FormatDecimalPlacesInputMaskCaptionDefaultValueDisplayControlCTM_SIS_ID      J BIdentificador d'unitat de control   mCTM_TEL_ID       J BIdentificador del tipus d'element mCTM_FAM_ID       8 0Identificador de familia m"CTM_ELE_PAR_ID       T LIdentificador de l'element constructiu mCTM_AMBIT      L DIdentificador de l'ambit geogrfic   mCTM_Apartat       2 *Plec per aquest mbit Taula per enmagatzemar mes d'un plec per a cada concepte d'un banc paramtric LVAL(OgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgVgVgVgWgWgWg Xg!Xg"Xg#Yg$Yg%Yg&Zg'Zg(Zg)[g*[g+[g,\g-\g.\g/]g0]g1]g2^g3^g4^g5_g6_g7_g8`g9`g:`g;ag<ag=ag>bg?bg@bgAcgBcgCcgDdgEdMR28AllowZeroLengthRequired2CRI_LIC_ID  1"CRI_LIC_CIA_ID :"CRI_PAR_TEL_ID  :"CRI_PAR_FAM_ID  2CRI_PAR_ID  <$CRI_PAR_NomCurt  B*$CRI_PAR_Descripcio  6CRI_Condicio  2CRI_ImpPer  'CRI_Valor MR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacesm X PCont l'objecte de les condicions tcniques d' elements, partides i/o famlies (sols les que en tenen), i informaci de la mida del fitxer abans i desprs de comprimir.CTE_TEL_ID       mH @Identificador de tipus d'elementCTE_FAM_ID       m8 0Identificador de famlia-"CTE_ELE_PAR_ID    "____"    m Identificador d'element o partida (a blancs si la condici tcnica s per una famlia)CTE_SIS_ID   J BIdentificador d'Unitat de Control   0   m"CTE_Descripcio   h `Descripci identificativa de la condici tcnica    m& CTE_OriginalSize   h `Mida original de l'arxiu de condicions tcniques   0   m& CTE_CompressSize   : 2Mida de l'arxiu comprimit   0   m$CTE_Procedencia       m Codi de la unitat de control de la que prov la condici tcnica}CTE_Apartat   (  Condici tcnica   LVALMR2nValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControl  Per cada data prevista de certificar cont la previsi de certificaci mxima i mnima.DCE_SIS_ID   J BIdentificador d'Unitat de Control    mDCE_VPL_ID   F >Identificador de versi del pla    m DCE_ID   X PIdentificador de la data de certificaci    m|DCE_Data   6 .Data de la certificaci "DCE_MinPrevist   b ZMnim previst de certificar en la data actual    m"DCE_MaxPrevist   b ZMxim previst de certificar en la data actual    mMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength  (NOUS SISTEMES) Cont la informaci que surt en l'informe de dades generals del Pla.DAG_SIS_ID   J BIdentificador d'Unitat de Control    m DAG_TipusObra   D <Descripci del tipus de l'obra   m& DAG_Constructora   V NDescripci de la constructora de l'obra   m$DAG_DelegatObra   4 ,Nom del delegat d'obra   mDAG_CapObra   , $Nom del cap d'obra   m& DAG_EmpresaAssDO   l dEmpresa d'assistncia tcnica a la Direcci d'Obra   mDAG_CapAssDO    xNom del cap de l'empresa d'assist. tc. a la Direcci d'Obra   m& DAG_EmpresaAssCC   p hEmpresa d'assistncia tcnica al Control de Qualitat   m("DAG_EmpresaAutoCC   N FEmpresa del AutoControl de Qualitat   m7DAG_ModeObra   0LVALOgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgVgVgVgWgWgWg Xg!Xg"Xg#Yg$Yg%Yg&Zg'Zg(Zg)[g*[g+[g,\g-\g.\g/]g0]g1]g2^g3^g4^g5_g6_g7_g8`g9`g:`g;ag<ag=ag>bg?bg@bgAcgBcgCcgDdgEdgFdgGegHegIegJfffggghhhi i i j j jkkklllmmmnnnoooppp q!q"q#r$r%r&s's(s)t*t+t,u-u.u/v0v1v2w3w4w5x6x7x8y9y:y;z<z=z>{?{@{A|B|C|D}E}F}G~H~I~J      !"#$%&'()*MR2OrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatRequiredAllowZeroLengthDisplayControlDecimalPlacesDefaultValueValidationRuleValidationText FilterOrderByInputMaskCaption= (  Cont la relaci de totes les operacions de cpies en les que ha participat la base de dades, ja sigui com a origen o com a dest de l'operaci.DIA_Data   (  Data del trasps Short Date DIA_Hora   (  Hora del trasps Long Time "DIA_Descripcio   X PDescripci Sisquillo (Unitat de Control)   m"DIA_Propietari   l dEquip Propietari del sisquillo (Unitat de Control)    0  mDIA_Usuari   D <Usuari que realitza el trasps   mDIA_Car_Des   , $Crrega/Descrrega   mDIA_Tipus    0    m: 2Tipus d'Unitat de Control DIA_BD   : 2Base de dades del trasps   mB*$DIA_CODITRASPASSAT  >& DIA_CODIORIGINAL  S YNY  Y Y  Y  Y  Y Id LValueObjectGuidObjectNameProperty ValueYYYId$ObjectGuidProperty$ObjectNamePropertyHv1b @ 666699999< <!<"<#<$?%?&?'?(?)B*B+B,B-B.E/E0E1E2E3H4H5H6H7H8K9K:K;K<K=N>N?N@NANBQCQDQEQFQGTHTITJTKTLWWWWWZZZZZ ] ] ] ] ]`````cccccfffffiii i!i"l#l$l%l&l'o(o)o*o+o,r-r.r/r0r1u2u3u4u5u6x7x8x9x:x;{<{={>{?{@~A~B~C~D~EFGHIJK      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJK      !"#$%&'()*+12345,-./0 G H I J6789:;<=>?@ABCDJ J J J J M M M M M P P P P P S S S S S V !V "V #V $V %Y &Y 'Y (Y )Y * !" #$%L       J 7  | i 8  }j9~k: l;(m<)n=*o>+p?,q@-4^LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N { G' xFoapȐ! * { 1GTs/^w=d# zDGl/* {O {LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p {N r G' xFoapȐ! * rO rLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p rN o G' xFoapȐ! * o 1GTs/^w=d# zDGl/* oO oLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p oN l G' xFoapȐ! * l 1GTs/^w=d# zDGl/* lO lLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p lN h G' xFoapȐ! * h 1GTs/^w=d# zDGl/* hO hLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p hN e G' xFoapȐ! * eO eLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p eN a G' xFoapȐ! * aO aLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p aN ^ G' xFoapȐ! * ^ 1GTs/^w=d# zDGl/* ^O ^LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p ^N Z G' xFoapȐ! * Z 1GTs/^w=d# zDGl/* ZO ZLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p ZN V G' xFoapȐ! * V 1GTs/^w=d# zDGl/* VO VLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p VN R G' xFoapȐ! * R 1GTs/^w=d# zDGl/* RO RLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p RN O G' xFoapȐ! * O 1GTs/^w=d# zDGl/* LVAL^OgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgVgVgVgWgWgWg Xg!Xg"Xg#Yg$Yg%Yg&Zg'Zg(Zg)[g*[g+[g,\g-\g.\g/]g0]g1]g2^g3^g4^g5_g6_g7_g8`g9`g:`g;ag<ag=ag>bg?bg@bgAcgBcgCcgDdgEdgFdgGegHegIegJfffggghhhi i i j j jkkklllmmmnnnoooppp q!q"q#r$r%r&s's(s)t*t+t,u-u.u/v0v1v2w3w4w5x6x7x8y9y:y;z<z=z>{?{@{A|B|C|D}E}F}G~H~I~J      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength  Cont l'esquema de previsi de certificaci de cada versi del Pla. Indica el tipus de periodificaci i la data (o les dues dates si la periodificaci s quinzenal) en que es preveu certificar.ESC_SIS_ID   J BIdentificador d'Unitat de Control    mESC_VPL_ID   F >Identificador de versi del pla    m5ESC_Periode    Perode de la certificaci (s:setmanal, q: quinzenal, m:mensual, b: bimestral, t:trimestral, v: variat)   mESC_Data1   x pPrimera data prevista per a certificar pel perode donat    mESC_Data2   v nSegona data prevista per a certificar pel perode donat    mLVALOgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgVgVgVgWgWgWg Xg!Xg"Xg#Yg$Yg%Yg&Zg'Zg(Zg)[g*[g+[g,\g-\g.\g/]g0]g1]g2^g3^g4^g5_g6_g7_g8`g9`g:`g;ag<ag=ag>bg?bg@bgAcgBcgCcgDdgEdgFdgGegHegIegJfffggghhhi i i j j jkkklllmmmnnnoooppp q!q"q#r$r%r&s's(s)t*t+t,u-u.u/v0v1v2w3w4w5x6x7x8y9y:y;z<z=z>{?{@{A|B|C|D}E}F}G~H~I~J    MR2OrderByOnColumnWidthColumnOrderColumnHiddenDescriptionDecimalPlacesRequiredDisplayControlDefaultValueAllowZeroLength FilterOrderByValidationRuleValidationText FormatInputMaskCaption  En l'aplicaci d'Ofertes, cont l'estadstica de components de cadascuna de les ofertes homogenetzades.*$ESC_OFE_LIC_CIA_ID   B :Identificador de la companyia   0  mESC_OFE_ID   : 2Identificador de l'oferta   0  m"ESC_OFE_Versio   ~ vIdentificador de l'oferta base (noms per ofertes variants)   m"ESC_ELE_TEL_ID   N FIdentificador de tipus de component    m"ESC_ELE_FAM_ID   8 0Identificador de famlia    mESC_ELE_ID   > 6Identificador del component    m ESC_Amidament   d \Amidament total del component dins de l'oferta   0  mESC_Import   ^ VImport total del component dins de l'oferta   0  m"ESC_ELE_SIS_ID   ` XIdentificador de la Unitat de Control oferta   0  m:"ESC_OFE_LIC_ID   6LVALHOgPg Pg Pg Qg Qg QgRgRgRgSgSgSgMR2OrderByOnColumnWidthColumnOrderColumnHiddenDescriptionDecimalPlacesDefaultValueRequiredDisplayControlAllowZeroLength FilterOrderByValidationRuleValidationText FormatInputMaskCaption'   Estats en els que pot estar una unitat de control depenent del seu tipus. Des de l'aplicaci s'hi fa referncia com a Comportaments. EST_TSI_ID   D <Codi Tipus d'Unitat de Control   0  m EST_ID     Codi d'estat   0  m"EST_Descripcio   2 *Descripci de l'estat    mMR2OrderByOnColumnWidthColumnOrderColumnHiddenDescriptionDecimalPlacesRequiredDisplayControlDefaultValueAllowZeroLengthValidationRuleValidationText FilterOrderBy FormatInputMaskCaption  En l'aplicaci d'Ofertes, cont l'estadstica de partides de cadascuna de les ofertes homogenetzades.*$ESP_OFE_LIC_CIA_ID   B :Identificador de la companyia   0  mESP_OFE_ID   : 2Identificador de l'oferta   0  m"ESP_OFE_Versio   ~ vIdentificador de l'oferta base (noms per ofertes variants)   m"ESP_PAR_SIS_ID   ` XIdentificador de la Unitat de Control oferta   0  m"ESP_PAR_TEL_ID   J BIdentificador de tipus de partida    m"ESP_PAR_FAM_ID   8 0Identificador de famlia    mESP_PAR_ID   > 6Identificador de la partida    m ESP_Amidament   d \Amidament total de la partida dins de l'oferta   0  mESP_Import   ^ VImport total de la partida dins de l'oferta   0  m:"ESP_OFE_LIC_ID   5LVAL2GOgPg Pg Pg Qg Qg QgRgRgRgSgSgSMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength  Per cada calendari del Pla cont les excepcions que defineixen els perodes laborables i festius.EXC_SIS_ID       mJ BIdentificador d'Unitat de ControlEXC_CAL_ID       m> 6Identificador del calendariEXC_Desde    : 2Data inici del rang vlidzEXC_Fins    4 ,Data fi del rang vlido EXC_ID   6 .Identificador de festiuEXC_Tipus   r jTipus de l'excepci (genric, interval de dates, ...)   mMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  |En el submdul de Plantilles, cont cadascuna de les estructures en forma d'arbre de les diferents plantilles definides. Cont les relacions pare - fill dels nodes que composen l'estructura.EST_PLT_ID   < 4Identificador de plantilla    mEST_CES_ID   B :Identificador de l'estructura    m EST_ID   T LIdentificador del node de l'estructura    mEST_PNI_ID   J BIdentificador del ttol de nivell    mEST_NES_ID   @ 8Identificador de profunditat   0   mEST_PNO_ID   | tIdentificador del literal de nivell (codi de consolidaci)    mEST_EST_ID   > 6Identificador del node pare    mjLVAL|OgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgVgVgVgWgWgWg Xg!Xg"Xg#Yg$Yg%Yg&Zg'Zg(Zg)[g*[g+[g,\g-\g.\g/]g0]g1]g2^g3^g4^g5_g6_g7_g8`g9`g:MR2nValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControl  Cont els finals d'obra que s'han anat trobant en les diferents dates d'anlisi per un Pla.FIO_SIS_ID   J BIdentificador d'Unitat de Control    m$FIO_DataAnalisi    zData d'anlisi en la que s'ha trobat un final d'obra diferent FIO_DataFi   | tData final de l'obra que s'ha trobat en l'anlisi temporal MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces p hCont el codi i descripci de cada famlia del Banc.FAM_TEL_ID       mH @Identificador de tipus d'element FAM_ID       m> 6Identificador de la famliaFAM_SIS_ID       mJ BIdentificador d'Unitat de Control$FAM_Procedencia   h `Unitat de Control de la que procedeix la famlia    m0*FAM_IndBancReferencia    NO USAT Yes/No   j2,FAM_IndSisquilloOrigen    NO USAT Yes/No   j$FAM_Renumerable   d \Indicador de si la famlia s modificable o no True/False   j TrueFAM_ID_FIE       mR JCodi de la familia en format FIEBDC-3:"FAM_Descripcio   6FAM_CONCEPTE   LVALa OgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgVgVgVgWgWgWg Xg!Xg"Xg#Yg$Yg%Yg&Zg'Zg(Zg)[g*[g+[g,\g-\g.\g/]g0]g1]g2^g3^g4^g5_g6_g7_g8`g9`g:`g;ag<ag=ag>bg?bg@bgAcgBcgCcgDdgEdgFdgGegHegIegJfffggghhhi i i j j jkkklllmmmnnnoooppp q!q"q#r$r%r&s's(s)t*t+t,u-u.u/v0v1v2w3w4w5x6x7x8y9y:y;z<z=z>{?{@{A|B|C|D}E}F}G~H~I~J      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJMR2rValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatCaptionInputMaskDefaultValueRequiredAllowZeroLengthDisplayControl | tCont les frmules predefinides dels amidaments detallats.q FOR_ID   8 0Identificador de frmulauFOR_Formula    Frmula    m"FOR_Descripcio   8 0Descripci de la frmula    mMR2nOrderByOnColumnWidthColumnOrderColumnHiddenDescriptionDecimalPlacesDefaultValueRequiredDisplayControl FormatValidationRuleValidationText FilterOrderByInputMaskCaption} h `Parmetres actius per a una Unitat de Control. FLA_SIS_ID   8 0Codi d'Unitat de Control   0  m FLA_ID     Codi de flag   0  mFLA_Valor   $ Estat del flag True/False  jLVALDQ T  k h ! ] x  k70A^y$AOS!- 9\@9\@Q_ALMOSTRA44444444444  !- 9\@M9\@Q_AlLotSer44444444444   9\@"- 9\@Q_ALESTTEMP66666666666  9\@9\@Q_ALEST...........  9\@9\@Q_AL(((((((((((  9\@M9\@Q_AcTcAssaig88888888888  9\@>9\@Q_AC(((((((((((  9\@ 9\@PrevMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength  Cont els coeficients de les diferents frmules de Revisi de Preus. FRP_ID       mT LNmero de frmula (nic per BOE o CNC)FRP_BOE_CNC f     mP HProcedncia de la fmula (BOE o CNC)"FRP_Descripcio      m8 0Descripci de la frmulaFRP_MaDObra       m> 6Coeficient de m d'obra (H)FRP_Energia       m8 0Coeficient d'energia (E)FRP_Ciment       m8 0Coeficient de ciment (C)FRP_Acer       m2 *Coeficient d'acer (S)FRP_Lligants       m< 4Coeficient de lligants (L)FRP_Ceramica       m> 6Coeficient de cermica (Cr)FRP_Fusta       m6 .Coeficient de fusta (M)FRP_Alumini       m: 2Coeficient d'alumini (Al)FRP_Coure       m8 0Coeficient de coure (Cu)FRP_IPC       m4 ,Coeficient d'IPC (IPC) FRP_Concepte1      mZ RDescripci del primer concepte addicional("FRP_CoefConcepte1       0  mZ RCoeficient del primer concepte addicional FRP_Concepte2      mX PDescripci del segon concepte addicional("FRP_CoefConcepte2       0  mX PCoeficient del segon concepte addicionaldLVALe ZxOgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgMR28RequiredAllowZeroLength)GRA_SIS_ID ,GRA_ID1  ,GRA_ID2  ,GRA_ID3  0GRA_TAULA  'GRA_ORDRE 8 GRA_CONTINGUT  :"GRA_DESCRIPCIO  0GRA_TIPUS  MR2OrderByOnDescriptionColumnWidthColumnOrderColumnHiddenDecimalPlacesRequiredDisplayControlAllowZeroLength FilterOrderByValidationRuleValidationText FormatInputMaskCaptionDefaultValue r jFuncions d'aplicaci accessibles pel perfil connectatD <((FuncioPerfil.FPE_PRF_ID=15))6 .FuncioPerfil.FPE_PRF_IDFPE_FUN_ID b  6 .Identificador de funci   mFPE_PRF_ID   6 .Identificador de perfil   m,&FPE_NivellSeguretat   F >Nivell de seguretat per defecte   m"FPE_FUN_STM_ID %  8 0Identificador de sistema   mMR2OrderByOnDescriptionColumnWidthColumnOrderColumnHiddenRequiredAllowZeroLengthDisplayControlDecimalPlacesDefaultValueValidationRuleValidationText FilterOrderBy FormatInputMaskCaption  Funcions d'aplicaci que es contemplen com a opcions independents i per tant sn succeptibles d'activar-se i desactivar-se depenent del perfil de l'usuari. Compativilitat amb NOUS SISTEMES. Tamb s'utilitza en Local."FUN_Descripcio j  6 .Descripci de la funci   mFUN_Finestra   (  Codi de finestra   mFUN_Control   & Codi de control   m{FUN_Accio     Codi d'acci   m FUN_ID   6 .Identificador de funci   0  mFUN_STM_ID   & Codi de sistema   mLVALGMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength  Cont la definci de les parelles % d'aven - % d'import per a cada funci de distribuci del Pla. DCO_ID   n fIdentificador de la funci de distribuci de costos    mDCO_SIS_ID   J BIdentificador d'Unitat de Control    mDCO_VPL_ID   F >Identificador de versi del pla    m"DCO_Descripcio   T LDescripci de la funci de distribuci   m DCO_PerAvans1   2 *Percentatge d'aven 1    m"DCO_PerImport1   \ TPercentatge de l'import respecte l'aven 1    m DCO_PerAvans2   2 *Percentatge d'aven 2    m"DCO_PerImport2   \ TPercentatge de l'import respecte l'aven 2    m DCO_PerAvans3   2 *Percentatge d'aven 3    m"DCO_PerImport3   \ TPercentatge de l'import respecte l'aven 3    m DCO_PerAvans4   2 *Percentatge d'aven 4    m"DCO_PerImport4   \ TPercentatge de l'import respecte l'aven 4    m DCO_PerAvans9   2 *Percentatge d'aven 9    m"DCO_PerImport9   \ TPercentatge de l'import respecte l'aven 9    m DCO_PerAvans8   2 *Percentatge d'aven 8    m"DCO_PerImport8   \ TPercentatge de l'import respecte l'aven 8    m DCO_PerAvans7   2 *Percentatge d'aven 7    m"DCO_PerImport7   \ TPercentatge de l'import respecte l'aven 7    m DCO_PerAvans6   2 *Percentatge d'aven 6    m"DCO_PerImport6   \ TPercentatge de l'import respecte l'aven 6    m7 LVALG OgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgVgVgVgWgWgWg Xg!Xg"Xg#Yg$Yg%Yg&Zg'Zg(Zg)[g*[g+[g,\g-\g.\g/]g0]g1]g2^g3^g4^g5_g6_g7_g8`g9`g:`g;ag<ag=ag>bg?bg@bgAcgBcgCcgDdgEdgFdgGegHegIegJfffggghhhi i i j j jkkklllmmmnnnoooppp q!q"q#r$r%r&s's(s)t*t+t,u-u.u/v0v1v2w3w4w5x6x7x8y9y:y;z<z=z>{?{@{A|B|C|D}E}F}G~H~I~J      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJ      !"#$%&'()*+,9:;<=>?@ABCDEFGHIJK""" " " % % %%(((((+++++....111 1!1"4#4$4%4&4'7(7)7*7+7,:-:.:/:0:1=2=3=4=5=6A7A8A9A:A;E<E=E>E?E@HAHBHCHDLELFLGLHOIOJOKOORRRRRV DCO_PerAvans5   2 *Percentatge d'aven 5    m"DCO_PerImport5   \ TPercentatge de l'import respecte l'aven 5    m"DCO_PerAvans10   4 ,Percentatge d'aven 10    m$DCO_PerImport10   ^ VPercentatge de l'import respecte l'aven 10    mpFE23  e R ! f S "  T #  U $  V %  WDXEYXWDkXD1 N @LFi'ElZ퍉_MC׍4Hi7,:D3?q?l+ N!_64.^Y}Nc9/p O TLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  O  LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p  N  O  LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p  N Lҕ& j+ElZ퍉 [@^B׍4Hi7,:D3?q?l$͟^rf)-%4.^Y}Nc9/p  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N TLFi'ElZ퍉_MC׍4Hi7,:D3?q?l+ N!_64.^Y}Nc9/p TLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N LFi'ElZ퍉_MC׍4Hi7,:D3?q?l+ N!_64.^Y}Nc9/p  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p  G' xFoapȐ! * O  LVAL- OgPg Pg Pg Qg Qg QgRgRgRgSgSgSgTgTgTgUgUgUgVgVgVgWgWgWg Xg!Xg"Xg#Yg$Yg%Yg&Zg'Zg(Zg)[g*[g+[g,\g-\g.\g/]g0]g1]g2^g3^g4^g5_g6_g7_g8`g9`g:`g;ag<ag=ag>bg?bg@bgAcgBcgCcgDdgEdgFdgGegHegIegJfffggghhhi i i j j jkkklllmmmnnnoooppp q!q"q#r$r%r&s's(s)t*t+t,u-u.u/v0v1v2w3w4w5x6x7x8y9y:y;z<z=z>{?{@{A|B|C|D}E}F}G~H~I~J      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJ     MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Per cada perode de seguiment econmic, cont les estimacions de les despeses directes de les dades generals del perode.IMP_CPR_ID       m4 ,Nmero de certificaci IMP_ID       m@ 8ID de despesa (un per lnea)IMP_Titol       mF >Text associat a aquesta despesa82IMP_ImportPrevisioInicial       md \Import previst inicialment per aquesta despesa4.IMP_ImportPrevisioFinal       mn fImport final previst actualment per aquesta despesaIMP_SIS_ID       mJ BIdentificador d'Unitat de Control?      !"#$%&'()*+,EFGHIJK         o p q[[[[[[[[[[+[,[-dVdWdXdYdZd[d\d]d^d_ w x y[3[4[5[6[7[8[9[:[;[<[= z { | } ~     [>[?[@[A[B      XY DEFGHIJKLM''ABCD234E9:;<=>?@ABCDEFGHIJK""" " " % % %%(((((+++++....111 1!1"4#4$4%4&4'7(7)7*7+7,:-:.:/:0:1=2=3=4=5=6A7A8A9A:A;E<E=E>E?E@HAHBHCHDLELFLGLHOIOJOKOORRRRRVVV V V Z Z ZZZ^^^^^aaaaeeeehhh h!h"l#l$l%l&l'o(o)o*o+o,r-r.r/r0{1{2{3{4{56789:;<=>?@ABCDEFGHIJK'()*+,-./0123456789:;<=>?@ABCDEFGHIJK                !"#$%&'()*+,-./0123456789:;<=>!?!@!A!B!C$D$E$F$G$H'I'J'K''*****- !" #$% 4442 @O2@lfY@SubFamiliesN@DDD88888886 @ fY@DfY@Q_TRAMN@:::......., @fY@#fY@Q_SerDepenN@BBB66666664 @rQfY@pxfY@Q_PropAdicN@BBB66666664 @`ǤfY@#fY@Q_LotEstN)@>>>22222220 @N؁sfY@;fY@Q_GAN@666*******( @9WfY@pxfY@Q_EncGAPropMostraNW@PPPDDDDDDDB @$թfY@DfY@Q_CondTCPON@BBB66666664 @tfY@pxfY@Q_AssaigN @>>>22222220 @fY@AfY@Q_AcTcAssaigN@FFF:::::::8 @`j0@lfY@PressupostNGBBB66666664 @yK#O@=Pn@ParametreEstatNj@JJJ>>>>>>>< @c(1@f1Qe@LligamN @:::......., @Rc5@V\@IndexRevisioPreusN @ P   @   ` e @b` @K,9u` p}}M` `' LVAL9 MR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength  En el submdul de Plantilles, per una estructura, cont la definici de la seva estructura de nivells. NES_ID   @ 8Identificador de profunditat    0  mNES_PLT_ID   < 4Identificador de plantilla   mNES_CES_ID   B :Identificador de l'estructura   mNES_PNI_ID   J BIdentificador del ttol de nivell   mNES_Linies   f ^Indicador de si admet lnies de pressupost o no Yes/No  jMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacesS > 6Cont la justificaci de les partides que en tenen, indicant el codi de la partida, el codi del component, l'amidament del component, i l'import resultant."JUS_PAR_TEL_ID       mX PIdentificador de tipus de la PO composta"JUS_PAR_FAM_ID       m\ TIdentificaMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength  En el submdul de Plantilles, per una estructura, cont la definici de la seva estructura de nivells. NES_ID   @ 8Identificador de profunditat    0  mNES_PLT_ID   < 4Identificador de plantilla   mNES_CES_ID   B :Identificador de l'estructura   mNES_PNI_ID   J BIdentificador del ttol de nivell   mNES_Linies   f ^Indicador de si admet lnies de pressupost o no Yes/No  jLVALGEMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength p hPer cada licitaci, cont les seves dades generals .LIC_CIA_ID   B :Identificador de la companyia    m"LIC_Descripcio   < 4Descripci de la licitaci   mLIC_TLI_ID   p hCodi de tipus de licitaci. NOUS SISTEMES. No s'usa.    m"LIC_Pressupost   6 .Pressupost de licitaci   m& LIC_GarantiaProv   d \Garantia provisional. NOUS SISTEMES. No s'usa.   m$LIC_GarantiaDef   b ZGarantia definitiva. NOUS SISTEMES. No s'usa.   m("LIC_Classificacio   V NClassificaci. NOUS SISTEMES. No s'usa.   m:4LIC_DataPresentacioOfertes   v nData de presentaci d'ofertes. NOUS SISTEMES. No s'usa. 4.LIC_DataOberturaOfertes   n fData d'obertura d'ofertes. NOUS SISTEMES. No s'usa. & LIC_RevisioPreus   \ TRevisi de preus. NOUS SISTEMES. No s'usa.   m<6LIC_VencimentCertificacions   l dVenciment certificacions. NOUS SISTEMES. No s'usa.   m,&LIC_ImportMaxCredit   h `Import mxim de crdit. NOUS SISTEMES. No s'usa.    mLIC_OFE_ID   l dCodi d'oferta adjudicada. NOUS SISTEMES. No s'usa.    mLIC_SIS_ID   \ TIdentificador de l'oferta base (SISQUILLO)    m0*LIC_Criteri_PartidesA   z rCriteri d'homogenetzaci: Partides alades a justificar. Yes/No  j*$LIC_Criteri_Preus0   d \Criteri d'homogenetzaci: Preus ofertats a 0. Yes/No  j82LIC_Criteri_PrintOfertant   Z RCriteri llistats: Impressi nom ofertant. Yes/No  j("LIC_Homo_Iniciada   j bIndicadLVALtdor de si ja hi ha ofertes homogenetzades. Yes/No  jLIC_CIA_Nom   D <Nom de la Companyia licitadora   m$LIC_DataCreacio   V NData creaci de la licitaci. No s'usa. "LIC_UsrCreacio   Z RUsuari creaci de la licitaci. No s'usa.   m,&LIC_DataModificacio   N FData darrera modificaci. No s'usa. *$LIC_UsrModificacio   R JUsuari darrera modificaci. No s'usa.   m 4.LIC_Criteri_AdaptarBanc    Indicador de si es fa homogenetzaci "Normal" o noms d'adaptaci de Banc. Yes/No  jLIC_EnUS    Marca de si la licitaci est en s (oberta per alg). No s'usa.   mLIC_Termini    Termini    0  m,&LIC_TerminiGarantia   b ZTermini de garantia. NOUS SISTEMES. No s'usa.    0  mR>8LIC_Criteri_CantitatMaterial    Indicador de si es fa l'homogenetzaci de quantitat de material en les lnies de justificaci. Yes/No  jB,&LIC_Criteri_MaDObra    Indicador de si es fa l'homogenetzaci de quantitat de ma d'obra en les lnies de justificaci. Yes/No  jJ2,LIC_Criteri_Maquinaria    Indicador de si es fa l'homogenetzaci de quantitat de maquinaria en les lnies de justificaci. Yes/No  j* LIC_ID  3$LIC_CriterisEsp g LVALy MR2rValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControl  En el submdul de Plantilles, donada una plantilla cont la llista de nivells que t definits.PNI_PLT_ID   < 4Identificador de plantilla    m PNI_ID   J BIdentificador del ttol de nivell    mMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Cont les lnies de pressupost, inclosos, si en t, els seus amidaments detallats.LIN_NIV_ID       m ~Codi de l'activitat a la que pertanyen les lnies de pressupost LIN_ID       m Identificador de la lnia de pressupost (000..999) (nic per activitat)"LIN_PAR_TEL_ID       mh `Codi de tipus de PO (Carcters 1 del codi de PO)"LIN_PAR_FAM_ID       mz rCodi de famlia de la PO (Carcters 2,3,4 del codi de PO)LIN_PAR_ID       m |Codi identificador de la PO (Carcters 5,6,7,8 del codi de PO) LIN_Amidament       m Quantitat d'amidament (directe o resultat dels amidaments detallats)LIN_Import       mH @Import de la lMR2rValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControl  En el submdul de Plantilles, donada una plantilla cont la llista de nivells que t definits.PNI_PLT_ID   < 4Identificador de plantilla    m PNI_ID   J BIdentificador del ttol de nivell    m+ LVAL;       !"#$%&'()*+,9:;<=>?@ABCDEFGHIJK""" " " % % %%(((((+++++....111 1!1"4#4$4%4&4'7(7)7*7+7,:-:.:/:0:1=2=3=4=5=6A7A8A9A:A;E<E=E>E?E@HAHBHCHDLELFLGLHOIOJOKOORRRRRVVV V V Z Z ZZZ^^^^^aaaaeeeehhh h!h"l#l$l%l&l'o(o)o*o+o,r-r.r/r0{1{2{3{4{56789:;<=>?@ABCDEFGHIJK     MR2rValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControl)   En el submdul de Plantilles, donada una plantilla cont la llista de nodes (conceptes) que t definits per cadasc dels seus nivells.PNO_PLT_ID   < 4Identificador de plantilla    mPNO_PNI_ID   J BIdentificador del ttol de nivell    m PNO_ID    Identificador del literal del node o concepte (codi de consolidaci)    m"PNO_Descripcio (   Descripci del literal del node. s el text que apareix com a concepte de consolidaci    m PNO_Repetible   z rIndicador de que el node s repetible (tramificable) o no Yes/No   j$LVAL6MR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLengthk V NCont el nom i el simbol de cada moneda MON_Id   ^ VIdentificador de Moneda (1-Peseta / 2-Euro)    0  mMON_Nombre   8 0Descripcin de la moneda   mMON_Simbolo   0 (Smbolo de la moneda   mMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  zCont les dades de cada un dels lligams d'una versi del Pla. LLI_ID       m6 .Identificador de lligamLLI_TAS_1_ID       mB :Identificador de tasca origenLLI_TAS_2_ID       m@ 8Identificador de tasca destLLI_SIS_ID       mJ BIdentificador d'Unitat de ControlLLI_Tipus       m& Tipus de lligamLLI_Durada       m* "Durada del lligamLLI_Folg       m. &Folgana del lligamLLI_CAL_ID       m< 4Identificador de calendariLLI_VPL_ID       mL DIdentificador de la versi del pla&& LLI_IndPerDurada    Indicador de si la durada s en % sobre la durada de la tasca origen del lligam Yes/No  No   j$LLI_PrimerInici   F >Data de primer inici del lligam  "LLI_UltimInici   B :Data d'ltim inici del lligam  $LLI_PrimerFinal   @ 8Data de primer fi del lligam  "LLI_UltimFinal   B :Data de l'ltim fi del lligam  $LvcbO<  n = o > p ?  q @  r A  sB/taub  P= Q> R?N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p  LVALMR2RequiredAllowZeroLengthDescriptionValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHidden FormatDecimalPlacesInputMaskCaptionDefaultValueDisplayControlOPC_SIS_ID      < 4Identificador de sisquillo   mOPC_PGL_ID      J BIdentificador de parmetre global   m OPC_ID      2 *Identificador d'opci   m"OPC_Descripcio        Descripci m.(OPC_DescripcioLlarga       * "Descripci Llarga mU@ 8Opcions d'un banc paramtric MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces   Per un pressupost, cont la seva estructura en forma d'arbre. Cont les relacions pare-fill dels nodes que composen l'estructura. NIV_ID       mn fIdentificador del node (nic per Unitat de Control)NIV_NIV_ID       m> 6Identificador del node pareNIV_TNI_ID       mJ BIdentificador del ttol de nivellNIV_TNO_ID       mB :Codi de consolidaci del node"NIV_Descripcio       m. &Descripci del nodeNIV_Total       mn fImport acumulat en base als imports dels seus fillsNIV_SIS_ID       mJ BIdentificador d'Unitat de Control NIV_Repeticio   < 4Codi de repetici del node    mC("NIV_ID_OfertaBase    Camp a utilitzar en les homogenetzacions. Cont el nmero d'aquest mateix nivell en l'oferta base.   0   mNIV_CPR_ID   z rNmero de perode de seguiment en que s'ha creat el node.   0   mLVALGMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength t lCont les dades generals d'una oferta d'una licitaci. OFE_ID   : 2Identificador de l'oferta    0  mOFE_EXT_ID    Identificador del provedor (entitat externa) NOUS SISTEMES. No s'usa.    mOFE_Base   f ^Indicador de si s oferta de la base o variant.  mOFE_Import   , $Import de l'oferta    m"OFE_Adjudicada   x pIndicador d'oferta adjudicada. NOUS SISTEMES. No s'usa. Yes/No  jOFE_SIS_ID   ` XIdentificador de la unitat de control oferta    m*$OFE_Homogeneitzada   ` XIndicador de si l'oferta est homogenetzada Yes/No  j"OFE_LIC_CIA_ID   t lIdentificador de la companyia que convoca la licitaci    0  m*$OFE_CIA_Descripcio   H @Descripci de companyia ofertant   mOFE_CIA_ID   T LIdentificador de la companyia ofertant    mUOFE_Versio    Identificador de l'oferta base presentada pel mateix licitador que presenta aquesta variant (noms per ofertes variants)    mOFE_Inclosa   t lL'oferta homogenetzada est inclosa en la comparaci? Yes/No  j& OFE_Observacions   : 2Observacions de l'oferta.   mOFE_Path    Cam on es troba l'oferta presentada pel licitador abans d'homogenetzar.   m"OFE_Comparable    Desprs de l'homogenetzaci, s comparable l'oferta homogenetzada? Yes/No  j("OFE_ImportInicial   b ZImport de l'oferta abans de l'homogenetzaci    0  m$OFE_PathInicial    Path del cam del .mdb que cont la UC LVAL abans de l'homogenetzaci   m("OFE_SIS_IDInicial   v nId. de la Unitat de Control abans de l'homogenetzaci.    0  m OFE_Carregada    Indicador de si la UC ja est carregada en la BD que cont la licitaci. Yes/No  jOFE_Termini    ~Termini d'execuci de l'obra ofertada pel licitador (en mesos).    0  m OFE_ReportHMG     t lIncidncies detectades en el procs d'homogenetzaci.2OFE_LIC_ID  / OFE_ImportPEC LVAL '      !"#$%&'()MR2RequiredAllowZeroLengthDescriptionValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHidden FormatDecimalPlacesInputMaskCaptionDefaultValueDisplayControlPGL_SIS_ID      < 4Identificador de Sisquillo   m PGL_ID      J BIdentificador de parmetre global   m"PGL_Descripcio        Descripci m$PGL_OpcioTriada        Opci triada   mkV NParmetres globals d'un banc paramtric MR2nOrderByOnColumnWidthColumnOrderColumnHiddenDescriptionDecimalPlacesDefaultValueRequiredDisplayControl Format FilterOrderByValidationRuleValidationTextInputMaskCaption F >((ParametreEstat.PAE_PAR_ID=4))p hParametreEstat.PAE_EST_ID, ParametreEstat.PAE_PAR_ID Situaci de cada parmetre de comportament per cada estat (comportament) possible de les Unitats de Control."PAE_EST_TSI_ID   : 2Tipus d'Unitat de Control   0  mPAE_EST_ID     Codi d'estat   0  mPAE_PAR_ID   * "Codi de parmetre   0  mPAE_Valor   & Activa/Inactiva Yes/No  jMR2OrderByOnColumnWidthColumnOrderColumnHiddenDescriptionDecimalPlacesDefaultValueRequiredDisplayControlAllowZeroLength FilterOrderByValidationRuleValidationText FormatInputMaskCaption  Possibles parmetres que determinen el comportament de les Unitats de Control. PAR_ID   * "Codi de parametre   0  m"PAR_Descripcio   6 .Descripci de parametre    mLVALGvcMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Cont les dades de cada partida d'obra, conjunt de partides d'obra i partides alades d'un Banc.PAR_TEL_ID       mJ BIdentificador de tipus de partidaPAR_FAM_ID       m8 0Identificador de famlia PAR_ID       m> 6Identificador de la partidaPAR_Simple      m> 6Indicador de partida simple,&PAR_UnitatAmidament       m> 6Unitat d'amidament de la PO PAR_Rendiment       m Rendiment a aplicar a la maquinria i m d'obra de la justificaciPAR_Preu       mR JPreu final a aplicar als pressupostos{PAR_CodiITEC       m Codi ITEC& PAR_TotalMaDObra       m^ VSuma dels imports dels components m d'obra,&PAR_TotalMaquinaria       m` XSuma dels imports dels components maquinria("PAR_TotalMaterial       m| tSuma dels imports dels components material (inclou els EC)2,PAR_TotalSenseDespeses       m8 0Suma dels tres anteriors& PAR_Justificacio      mB :Flag de SI/NO t justificaciPAR_Clase       mR JPer identificar tipus especials de POPAR_SIS_ID       mJ BIdentificador d'Unitat de Control"PAR_Descripcio      . &Descripci de la PO"PAR_CTE_TEL_ID   v nIdentificador de tipus d'element de la condici tcnica    m"PAR_CTE_FAM_ID   f ^Identificador de famlia de la condici tcnica    mO*$PAR_CTE_ELE_PAR_ID    Identificador d'element o partida (a blancs si la condici tcnica s per una famlia) 0LVAL@      !"#$%&'()*+,ABCD234E9:;<=>?@ABCDEFGHIJK""" " " % % %%(((((+++++....111 1!1"4#4$4%4&4'7(7)7*7+7,:-:.:/:0:1=2=3=4=5=6A7A8A9A:A;E<E=E>E?E@HAHBHCHDLELFLde la condici tcnica    m60PAR_PerDespesesAuxiliars   J BPercentatge de despeses auxiliars    m0*PAR_DespesesAuxiliars   R JImport calculat de despeses auxiliars    m0*PAR_IndBancReferencia   r jIndicador de partida provinent del banc de referncia Yes/No   j2,PAR_IndSisquilloOrigen    xIndicador de partida provinent de l'Unitat de Control origen Yes/No   j)$PAR_Procedencia    Identificador de la Unitat de Control d'on prov la PO (altres o la prpia Unitat de Control)    m$PAR_Renumerable   v nIndicador de si el nmero del preus s renumerable o no True/False   j True"PAR_NumeroPreu   B :Nmero del preu pels llistats    mPAR_ID_FIE       mR JCodi de la partida en format FIEBDC-3PAR_Discret      m Indicador de si la partida que s'ha portat prov de la part discreta.PAR_NomCurt   B :Nom curt de la partida d'obra    m3$PAR_DataCreacio  ;,&PAR_DataModificacio  BPAR_CONCEPTE     POD,&PAR_DescParametrica   LVAL      !"#$%&'()*+,MR2rOrderByOnDescriptionColumnWidthColumnOrderColumnHiddenRequiredAllowZeroLengthDisplayControlValidationRuleValidationText FilterOrderBy FormatCaptionInputMaskDefaultValue  Perfil de l'usuari, a NOUS SISTEMES coincideix amb el perfil de l'usuari connectat. En Local s el perfil definit a TCQ.INIu PRF_ID   < 4Identificador de la funci"PRF_Descripcio   2 *Descripci del perfil   mMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  |Cont les justificacions dels conjunts de partides d'obra que sn partides d'obra, indicant el codi de la partida composta, el codi de la partida component, l'amidament i l'import resultant.PCO_1_TEL_ID       mX PIdentificador de tipus de la PO compostaPCO_1_FAM_ID       m\ TIdentificador de famlia de la PO compostaPCO_1_PAR_ID       mF >Identificador de la PO compostaPCO_2_TEL_ID       mZ RIdentificador de tipus de la PO componentPCO_2_FAM_ID       m^ VIdentificador de famlia de la PO componentPCO_2_PAR_ID       mH @Identificador de la PO component PCO_Amidament       m@ 8Amidament de la PO componentPCO_Import       mT LImport component * amidament componentPCO_SIS_ID       mJ BIdentificador d'Unitat de ControlLVALxwHs&0[\[0HsN&0_ 90Hs:0XeXeAyUsuari_Perfila_ResponsableGenericlG&dP4b0e Hs xw90eHsxwHs&0[\[0HsN&0_ 90Hs:0XeXeyUsuari_Perfil_FuncionsableGenericlG&dP4b0e Hs xw90eHsxwHs&0[\[0HsN&0_ 90Hs:0XeXeyVersioPlafil_FuncionsableGenericlG&dP4b0e Hs xw90eHsxwHs&0[\[0HsN&0_ 90Hs:0XeXe"yVisibilitatUsuariionsableGenericlG&dP4b0e Hs xw90eHsxwHs&0[\[0HsN&0_ 90Hs:0XeXemyDiccionariGeneralGeneral^(LVAL2:MR2RequiredAllowZeroLengthDescriptionValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHidden FormatDecimalPlacesInputMaskCaptionDefaultValueDisplayControlPPE_SIS_ID      L DIdentificador de Unitat de Control   mPPE_TEL_ID       H @Identificador de tipus d'element mPPE_FAM_ID       8 0Identificador de familia mPPE_ELE_ID       6 .Identificador d'element mPPE_PGL_ID      l dIdentificador del parmetre per un banc paramtric   mPPE_OPC_ID      X PIdentificador de la opci d'un parmetre   mPPE_PREU      j bPreu de l'element per aquesta opci de parmetre.   m Taula per enmagatzemar mes d'un preu en els elements d'un banc paramtric MR2rValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControl  En el submdul de Plantilles, cont les dades generals d'una plantilla. PLT_ID   < 4Identificador de plantilla    m@PLT_Data b   Data de l'ltima modificaci de la plantilla. S'utilitza per la validaci de la plantilla d'un pressupost  General Date  "PLT_Descripcio   < 4Descripci de la plantilla    m$PLT_DataCreacio   @ 8Data creaci de la plantilla  ,&PLT_DataModificacio   8 0Data darrera modificaci  *$PLT_UsrModificacio   < 4Usuari darrera modificaci    m"PLT_UsrCreacio   D <Usuari creaci de la plantilla   PLT_EnUS   r jMarca de si la plantilla est en s (oberta per alg)    mLVALGvcMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacesk V NCont les dades generals de pressupost.0*PRE_RecalculAutomatic      mX PIndicador de si el reclcul s automtic("PRE_AccioCultural      md \Indicador de si es t partida d'acci cultural.(PRE_PerAccioCultural       m@ 8Percentatge d'acci culturalPRE_PerIVA       m@ 8Percentatge d'IVA. No s'usa.4.PRE_PerDespesesGenerals       m^ VPercentatge de despeses generals. No s'usa.82PRE_PerBeneficiIndustrial       md \Percentatge per benefici industrial. No s'usa.("PRE_DataIniciObra     J BData d'inici de l'obra. No s'usa.PRE_Durada       mP HDurada prevista de l'obra. No s'usa. PRE_CoefBaixa       mB :Coeficient de baixa a aplicar,&PRE_RecalculPendent      mZ RIndicador de si hi ha un reclcul pendent PRE_UltimFull      t lText variable per l'tim Full, separador de signatures"PRE_Import_PEM       mZ RImport del pressupost d'execuci material("PRE_NumMaxNivells       m^ VNmero de nivells de l'arbre del pressupostW60PRE_TEL_ID_AccioCultural       m Identificador de tipus d'element d'acci cultural. Primer carcter del codi de la partida d'Acci Cultural.G60PRE_FAM_ID_AccioCultural       m Identificador de famlia d'acci cultural. Carcters 2,3,4 del codi de la partida d'Acci Cultural.K60PRE_PAR_ID_AccioCultural       m Identificador de partida d'acci cultural. Carcters 5,6,7,8 del codi de la partida d'Acci Cultural.PRE_SIS_ID       mL DIdentN LVAL^ ificador d'Unitat de Control.PRE_PLT_ID   < 4Identificador de plantilla    mPRE_CES_ID   B :Identificador de l'estructura    mHPRE_PLT_Data    Data de l'ltima modificaci de la plantilla. S'utilitza per la validaci de la plantilla d'un pressupost  General Date  ,&PRE_ImportLicitacio    Import Licitaci (emprat noms en el llistat de Situaci econmica)    m/ PRE_ImportPEC  =.(PRE_ImportModificats  9 PRE_IMSE_COEF    1B*$PRE_IMSE_SIGNATURA   7LVALtKMR2nValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControl  Per cada data prevista de certificar i per cada tasca, cont el mxim i mnim previst de certificar.PTA_SIS_ID       mJ BIdentificador d'Unitat de ControlPTA_VPL_ID       mF >Identificador de versi del plaPTA_TAS_ID       m4 ,Identificador de tasca"PTA_MaxPrevist       m< 4Mxim previst a certificar"PTA_MinPrevist       m< 4Mnim previst a certificarPTA_DCE_ID   X PIdentificador de la data de certificaci    mMR2RequiredAllowZeroLengthDescriptionValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHidden FormatDecimalPlacesInputMaskCaptionDefaultValueDisplayControlPPP_SIS_ID      P HIdentificador de l'Unitat de Control   mPPP_TEL_ID       J BIdentificador del tipus d'element mPPP_FAM_ID       8 0Identificador de familia mPPP_PAR_ID       < 4Identificador de l'element mPPP_PGL_ID      l dIdentificador del parmetre per un banc paramtric   mPPP_OPC_ID      j bIdentificador de l'opci per a un banc paramtric   mPPP_PREU      j bPreu de la partida per aquesta opci de parmetre   m Taula per enmagatzemar mes d'un preu en les partides dels bancs paramtrics MR28RequiredAllowZeroLength)PPP_SIS_ID 2PPP_TEL_ID  2PPP_FAM_ID  2PPP_PAR_ID  )PPP_PGL_ID )PPP_OPC_ID %PPP_PREU LvE2wF3 x G 4 y H 5 z I 6 { J 7 | K 8 }L9~M:N;O<P=Q>R?S@4'O 'LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p 'N $ G' xFoapȐ! * $ 1GTs/^w=d# zDGl/* $O $LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p $N ! G' xFoapȐ! * ! 1GTs/^w=d# zDGl/* !O !LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p !N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N   G' xFoapȐ! *   1GTs/^w=d# zDGl/*  O  LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p  N   G' xFoapȐ! *   1GTs/^w=d# zDGl/*  O  LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p  N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p Z LVALk n n      !"#$%&'()*+,ABCD234E9:;<=>?@ABCDEFGHIJK""" " " % % %%(((((+++++....111 1!1"4#4$4%4&4'7(7)7*7+7,:-:.:/:0:1=2=3=4=5=6A7A8A9A:A;E<E=E>E?E@HMR2PRequiredAllowZeroLengthDescriptionkAGL_SIS_ID B :Identificador de l'U.C.(banc) AGL_ID d \Identificador del valor de l'Agrupaci de LotsxAGL_GRA_ID  F >Identificador del Grup d'AssaigdAGL_DESCCAT  0 (Descripci en CatalhAGL_DESCCAS  4 ,Descripci en CastellvAGL_CND_ID  D <Identificador del CondicionantAGL_CalculOK R JClcul de l'agrupaci de lot correcte_AGL_TRAM_ID 4 ,Identificador del tramv nAgrupaci de Lots per Grup d'Assaigs i Tipus de ControlMR2PRequiredAllowZeroLengthDescriptionkATA_SIS_ID B :Identificador de l'U.C.(banc)lATA_AC_ID  < 4Codi de l'mbit de controljATA_TC_ID  : 2Codi del tipus de controlnATA_ASS_ID  < 4Codi de l'assaig o conjuntfATA_GRA_ID  4 ,Codi del grup d'assaig Agrupacions d'assaigs o conjunts segons mbit i tipus de controlMR2PRequiredAllowZeroLengthDescriptionkAMC_SIS_ID B :Identificador de l'U.C.(banc)f AMC_ID  < 4Codi de l'mbit de controlp("AMC_DescripcioCAT  0 (Descripci en catalt("AMC_DescripcioCAS  4 ,Descripci en castellV AMC_UA  , $Unitat d'amidament6* "mbits de control LVAL A:\par m3 de volum amidat segons les especificacions de la DT.\par La partida d\'92obra inclou el subministrament i aportaci\'f3 del material en cas de graves, tot-u o material provinent del reciclatge de residus de la construcci\'f3, i no est\'e0 incl\'f2s en cas de que es tracti de terres.\par REP\'c0S:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural de cimientos DB-SE-C.\par\pard\par }LVALH{MR2PRequiredAllowZeroLengthDescriptionkALM_SIS_ID B :Identificador de l'U.C.(banc)yALM_AGL_ID P HIdentificador de l'Agrupaci de LotsALM_PRM_ID  \ TIdentificador de la Propietat de la MostraALM_VALOR_T  \ TValor de la Propietat si s de tipus TexteALM_VALOR_N ` XValor de la Propietat si s de tipus NumricALM_VALOR_D Z RValor de la Propietat si s de tipus DataTH @Propietats de Mostra que fan LotMR2PRequiredAllowZeroLengthDescriptionkALS_SIS_ID B :Identificador de l'U.C.(banc)ALS_AGL_ID d \Identificador del valor de l'Agrupaci de Lots[ALS_LOT_ID 2 *Identificador del LotpALS_ENC_ID  > 6Identificador de l'encrreclALS_SER_ID  : 2Identificador de la srieJ> 6Agrupaci de lots per srieMR2PRequiredAllowZeroLengthDescriptionkATE_SIS_ID B :Identificador de l'U.C.(banc)nATE_ASS_ID  < 4Codi de l'assaig o conjunttATE_PRR_ID  B :Identificador de la propietatW"ATE_NPROPIETAT & Ordre propietatbATE_TIPUS  2 *Tipus de la propietatATE_UACat  V NUnitat de la propietat dins de l'assaigATE_UACas  V NUnitat de la propietat dins de l'assaig=ATE_Promig   PromigI ATE_Desviacio  DesviaciATE_Cumpleix  L DIndica si cumpleix l'especificacio& ATE_NumResultats : 2Nmero total de resultats"ATE_NumForaEsp X PNmero de resultats fora d'especificacipATE_EspAlfa  < 4Especificaci AlfanumricaYATE_EspMin 0 (Especificaci mnimaYATE_EspMax 0 (Especificaci mximaSATE_TolMin * "Tolerncia mnimaSATE_TolMax * "Tolerncia mxima~ vTaula per a fer els clculs temporals a l'agrupaci de lots3LVALNGMR2nRequiredAllowZeroLengthValidationRuleDescriptionkATR_SIS_ID B :Identificador de l'U.C.(banc)f ATR_ID  < 4Identificador de l'atributp("ATR_DescripcioCat  0 (Descripci en catalt("ATR_DescripcioCas  4 ,Descripci en castell ATR_Tipus  * ""A" OR "N" OR "D" Indica si l'atribut de la propietat s de tipus Alfanumric: A, Numric: N o Data: D8, $Relaci d'atributsMR2PRequiredAllowZeroLengthDescriptionkAPR_SIS_ID B :Identificador de l'U.C.(banc)ZAPR_ASS_ID  (  Codi de l'assaigtAPR_PRR_ID  B :Identificador de la propietatAPR_Ordre n fNmero d'ordenaci de la propietat dins de l'assaig|p hAssociaci assaigs - propietats. assaig amb nic = 2MR2RequiredAllowZeroLengthValidationRuleDescriptionDisplayControlkASS_SIS_ID B :Identificador de l'U.C.(banc)}ASS_REF Z RReferncia del codi de l'assaig o conjuntf ASS_ID  < 4Codi de l'assaig o conjuntASS_Part_FAM  | tPart del codi d'assaig o conjunt corresponent a la famliaASS_Part_ID   ~Part del codi d'assaig o conjunt corresponent a l'identificadorn& ASS_NomReduitCAT  0 (Nom redut en catalr& ASS_NomReduitCAS  4 ,Nom redut en castellp("ASS_DescripcioCAT  0 (Descripci en catalt("ASS_DescripcioCAS  4 ,Descripci en castell ASS_EsConjunt ^ VBoole que indica si s un assaig o conjunt jfASS_GRA_ID  4 ,Codi del grup d'assaigASS_Tefitxa ^ VBoole que indica si l'assaig t fitxa o no jASS_Preu f ^Preu de l'assaig (No usat a les dades generals)lASS_UACat  < 4Unitat de mesura en catalpASS_UACas  @ 8Unitat de mesura en castell$ASS_Realitzacio  * ""P" OR "E" OR "F" Moment de realitzaci de l'assaig. P: previ , E: execuci, F: FinalYASS_Termini . &Duraci del Termini`T LRelaci d'assaigs i conjunts d'assaigseLVAL 3{MR2PRequiredAllowZeroLengthDescriptionkCTP_SIS_ID B :Identificador de l'U.C.(banc)vCTP_CND_ID  D <Identificador del condicionanth CTP_PO  > 6Identificador de la partida|CTP_TC_ID  L DIdentificador del tipus de controlCTP_PO_FAM  Z RIdentificador de la familia d'una PartidahCTP_PO_ID  8 0Identificador de Partida~r jRelaci entre condicionant partida i tipus de controlMR2PRequiredAllowZeroLengthDescriptionkCND_SIS_ID B :Identificador de l'U.C.(banc)n CND_ID  D <Identificador del condicionantp("CND_DescripcioCat  0 (Descripci en catalt("CND_DescripcioCas  4 ,Descripci en castelljCND_ObserCat  4 ,Observacions en catalnCND_ObserCas  8 0Observacions en castellD8 0Relaci de condicionantsMR2nRequiredAllowZeroLengthDescriptionDisplayControlkCOD_SIS_ID B :Identificador de l'U.C.(banc)\ COD_ID  2 *Codi del condicionantlCOD_AC_ID  < 4Codi de l'mbit de controljCOD_TC_ID  : 2Codi del tipus de controlCOD_Triat  Indica si el condicionant dins del AC i TC s el triat per al particular jp("COD_DescripcioCAT  0 (Descripci en catalt("COD_DescripcioCAS  4 ,Descripci en castell Relaci de condicionants per freqncies segons mbit i tipus de controlMR2PRequiredAllowZeroLengthDescriptionkATV_SIS_ID B :Identificador de l'U.C.(banc)nATV_ATR_ID  < 4Identificador de l'atributq ATV_ID P HIdentificador del valor de l'atributqATV_Ordre J BOrdre del valor dins de l'atributvATV_ValorCat  @ 8Valor de l'atribut en catalzATV_ValorCas  D <Valor de l'atribut en castellATV_ValorNum n fResultat si es tracta d'un atribut de tipus numric ATV_ValorData h `Resultat si es tracta d'un atribut de tipus data<0 (Valors dels atributsM                 !"000T G' xFoapȐ! * T 1GTs/^w=d# zDGl/* TO TLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p TN Q G' xFoapȐ! * Q 1GTs/^w=d# zDGl/* QO QLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p QN N G' xFoapȐ! * N 1GTs/^w=d# zDGl/* NO NLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p NN K G' xFoapȐ! * K 1GTs/^w=d# zDGl/* KO KLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p KN H G' xFoapȐ! * H 1GTs/^w=d# zDGl/* HO HLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p HN E G' xFoapȐ! * E 1GTs/^w=d# zDGl/* EO ELJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p EN B G' xFoapȐ! * B 1GTs/^w=d# zDGl/* BO BLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p BN ? G' xFoapȐ! * ? 1GTs/^w=d# zDGl/* ?O ?LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p ?N < G' xFoapȐ! * < 1GTs/^w=d# zDGl/* <O <LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p <N 9 G' xFoapȐ! * 9 1GTs/^w=d# zDGl/* 9O 9LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p 9N 6 G' xFoapȐ! * 6 1GTs/^w=d# zDGl/* 6O 6LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p 6N 3 G' xFoapȐ! * 3 1GTs/^w=d# zDGl/* 3O 3LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p 3N 0 G' xFoapȐ! * 0 1GTs/^w=d# zDGl/* 0O 0LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p 0N - G' xFoapȐ! * - 1GTs/^w=d# zDGl/* -O -LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p -N * G' xFoapȐ! * * 1GTs/^w=d# zDGl/* *O *LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p *N ' G' xFoapȐ! * ' 1GTs/^w=d# zDGl/* %LVAL C _;@MR2PRequiredAllowZeroLengthDescription_CSI_SIS_ID 6 .Identificador de l'U.C.iCSI_CON_ID @ 8Identificador de la consulta\CSI_CODI  . &Codi de la consultarCSI_GRA_ID  @ 8Grup d'assaig de la consulta:. &Consultes de sriesMR2PRequiredAllowZeroLengthDescription_CSS_SIS_ID 6 .Identificador de l'U.C.iCSS_CON_ID @ 8Identificador de la consultaCSS_ORI_ID  N FSER:Srie, MOS:Mostra, RES:ResultatCSS_ASS_ID  x pCodi de l'assaig (Noms si estem consultant un resultat)CSS_PRO_ID  d \Codi de la propietat (de Mostra o de Resultat)eCSS_SELECCIO 8 0Si interv a la seleccieCSS_CONDICIO 8 0Si interv a la condici CSS_CON_TIPUS v nTipus de condici (Sense condici,=,<,<=,>,>=,<>,Cont)h CSS_CON_VALOR  0 (Valor de la condici$CSS_VALOR_TIPUS  v nTipus de valor (A:alfanumric,N:numric,D:Data,B:Bole)CSS_ORIGEN   xOrigen de la consulta (Srie,Mostra,descripci curta assaig)t CSS_PROPIETAT  < 4Descripci de la propietatCSS_ORDRE h `Ordre en que es mostren les dades de la selecci Relaci de dades de les sries, assaigs, propietats que intervenen a una consulta de sriesMR2PRequiredAllowZeroLengthDescriptionkCON_SIS_ID B :Identificador de l'U.C.(banc)R CON_ID  (  Codi del conjuntZCON_ASS_ID  (  Codi de l'assaig^R JJustificaci dels conjunts en assaigsMR2PRequiredAllowZeroLengthDescriptionkCTT_SIS_ID B :Identificador de l'U.C.(banc)vCTT_CND_ID  D <Identificador del condicionanth CTT_PO  > 6Identificador de la partida|CTT_TC_ID  L DIdentificador del tipus de control]CTT_TRA_ID 4 ,Identificador del tram~r jRelaci entre condicionant partida i tipus de control      !"#$%&'()*+,-./0156789:;<=>?@      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJK                !"#$%&'()*+,-./0123456789:;<=>!?!@!A!B!C$D$E$F$G$H'I'J'K''*****--- - - 0 0 000333336666699999< <!<"<#<$?%?&?'?(?)B*B+B,B-B.E/E0E1E2E3H4H5H6H7H8K9K:K;K<K=N>N?N@NANBQCQDQEQFQGTHTITJTKTLWWWWWZZZZZ ] ] ] ] ]`````cccccfffffiii i!i"l#l$l%l&l'o(o)o*o+o,r-r.r/r0r1u2u3u4u5u6x7x8x9x:x;{<{={>{?{@~A~B~C~D~EFGHIJK      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJK !" #$%ELVALYMR2PRequiredAllowZeroLengthDescriptionkIFA_SIS_ID B :Identificador de l'U.C.(banc)h IFA_ID  > 6Identificador de la famliap("IFA_DescripcioCAT  0 (Descripci en catalt("IFA_DescripcioCAS  4 ,Descripci en castell>2 *Famlies dels assaigsMR2PRequiredAllowZeroLengthDescriptionkENA_SIS_ID B :Identificador de l'U.C.(banc)pENA_ENC_ID  > 6Identificador de l'encrrec~ENA_ASS_ID  L DIdentificador de la partida d'obramENA_NUM_SOL B :Nmero d'assaigs sol.licitats>2 *Assaigs d'un encrrecMR2nRequiredAllowZeroLengthValidationRuleDescriptionkENC_SIS_ID B :Identificador de l'U.C.(banc)h ENC_ID  > 6Identificador de l'encrrecrENC_LAB_ID  @ 8Identificador del laboratorixENC_GRA_ID  F >Identificador del grup d'assaigoENC_TRA_ID F >Identificador del node del tram|ENC_PO_ID  L DIdentificador de la Partida d'obra\"ENC_CON_ENC_ID  " Codi ContrastsENC_DATA_SOL F >Data de generaci de l'encrrecENC_REBUT   "T" OR "F"h `Carcter 'T' si s'ha rebut, 'F' si no s'ha rebutqENC_DATA_REB D <Data de recepci de l'encrrec~ENC_TIC_ID  L DIdentificador del tipus de controlVENC_ObserCat   ObservacionsVENC_ObserCas   ObservacionsENC_Validesa T LDies fins a rebre la pressa de mostra vENC_CND_ID  D <Identificador del condicionantqENC_NUM_SOL F >Nmero d'encrrecs sollicitatsp$ENC_AUTOCONTROL  4 ,Encrrec d'autocontrol\ENC_GENERIC  (  Encrrec genric.(ENC_CriteriAssaigCat  l dCriteri de l'assaig (Freqnica Temporal) - Catal.(ENC_CriteriAssaigCas  p hCriteri de l'assaig (Freqncia Temporal) - Castell2& Full d'encrrec<LVAL RMR2PRequiredAllowZeroLengthDescriptionkEPR_SIS_ID B :Identificador de l'U.C.(banc)tEPR_CND_ID  B :Identificador de condicionantZEPR_ASS_ID  (  Codi de l'assaigtEPR_PRR_ID  B :Identificador de la propietatEPR_Alfa  p hEspecificaci alfanumrica. Cas que assaig.tipus = AYEPR_EspMin 0 (Especificaci mnimaYEPR_EspMax 0 (Especificaci mximaSEPR_TolMin * "Tolerncia mnimaSEPR_TolMax * "Tolerncia mxima ~Especificacions per propietats dels assaigs. On assaig.Unic = 2MR2PRequiredAllowZeroLengthDescriptionkESP_SIS_ID B :Identificador de l'U.C.(banc)bESP_CND_ID  0 (Codi de CondicionantZESP_ASS_ID  (  Codi de l'assaig|$ESP_Procedencia  @ 8Descripci de la procedncia Especificacions dels assaigs (si l'assaig s Unic = 1 llavors contindr els valors)MR2PRequiredAllowZeroLengthDescriptionkEPA_SIS_ID B :Identificador de l'U.C.(banc)pEPA_ENC_ID  > 6Identificador de l'encrrectEPA_PRA_ID  B :Identificador de la propietatEPA_VALOR_T  | tResultat de la propietat si no s atribut i s tipus texteEPA_VALOR_N  xResultat de la propietat si no s atribut i s tipus numricEPA_VALOR_D z rResultat de la propietat si no s atribut i s tipus datazn fResultats de les propietats d'informaci addicionalMR2PRequiredAllowZeroLengthDescriptionkEPM_SIS_ID B :Identificador de l'U.C.(banc)pEPM_ENC_ID  > 6Identificador de l'encrrecfEPM_GRA_ID  4 ,Codi del grup d'assaigtEPM_PRM_ID  B :Identificador de la propietatEPM_VALOR_T  | tResultat de la propietat si no s atribut i s tipus texteEPM_VALOR_N  xResultat de la propietat si no s atribut i s tipus numricEPM_VALOR_D z rResultat de la propietat si no s atribut i s tipus dataNB :Dades de mostra d'un encrrec LVAL       !"#$%&'()*+,-./0156789:;<=>?@      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJK                !"#$%&'()*+,-./0123456789:;<=>!?!@!A!B!C$D$E$F$G$H'I'J'K''*****--- - - 0 0 000333336666699999< <!<"<#<$?%?&?'?(?)B*BMR2nRequiredAllowZeroLengthDescriptionDisplayControlkFRG_SIS_ID B :Identificador de l'U.C.(banc)dFRG_COD_ID  2 *Codi del condicionantnFRG_ASS_ID  < 4Codi de l'assaig o conjunteFRG_Unic 6 .L'assaig ha de ser nic j[FRG_Minim 4 ,Nombre d'assaigs mnimYFRG_FVolum 0 (Freqncia per volumrFRG_UVolum  @ 8Unitat d'amidament per volummFRG_FTemps D <Freqncia per temps (No Usat)FRG_UTemps  T LUnitat d'amidament per temps (No Usat){$FRG_TipusCalcul H @Tipus de clcul de la freqnciaFRG_DisTemps X PTipus de distribuci per temps (No Usat) FRG_Corrector T LCorrector d'amidament de la freqncia Agrupacions de freqncies d'assaigs segons condicionant (del AC i TC corresponent)T LVALf       !"#$%&'(MR2PRequiredAllowZeroLengthDescriptionkGRA_SIS_ID B :Identificador de l'U.C.(banc)^ GRA_ID  4 ,Codi del grup d'assaigp("GRA_DescripcioCAT  0 (Descripci en catalt("GRA_DescripcioCAS  4 ,Descripci en castelliGRA_TRAM_AL > 6Indica si el tram forma lot0$ Grups d'assaigMR2RequiredValidationRuleAllowZeroLengthDescriptionDisplayControlkFRP_SIS_ID B :Identificador de l'U.C.(banc)FRP_Ver_Qua  "1" OR "2"n fVersi de la freqncia (1: planejament, 2:progrs)oFRP_TRA_ID F >Identificador del node del tram|FRP_PO_ID  L DIdentificador de la partida d'obrajFRP_TC_ID  : 2Codi del tipus de controlnFRP_ASS_ID  < 4Codi de l'assaig o conjunteFRP_Unic 6 .L'assaig ha de ser nic j[FRP_Minim 4 ,Nombre d'assaigs mnimYFRP_FVolum 0 (Freqncia per volumrFRP_UVolum  @ 8Unitat d'amidament per volummFRP_FTemps D <Freqncia per temps (No Usat)FRP_UTemps  T LUnitat d'amidament per temps (No Usat){$FRP_TipusCalcul H @Tipus de clcul de la freqnciaFRP_DisTemps X PTipus de distribuci per temps (No Usat) FRP_Corrector T LCorrector d'amidament de la freqnciaiFRP_RES_PRES < 4Resultat segons prMR2PRequiredAllowZeroLengthDescriptionkGRA_SIS_ID B :Identificador de l'U.C.(banc)^ GRA_ID  4 ,Codi del grup d'assaigp("GRA_DescripcioCAT  0 (Descripci en catalt("GRA_DescripcioCAS  4 ,Descripci en castelliGRA_TRAM_AL > 6Indica si el tram forma lot0$ Grups d'assaigLVAL(       !"#$%&'()*+,-./0156789:;<=>?@     MR2PRequiredAllowZeroLengthDescriptionkLAB_SIS_ID B :Identificador de l'U.C.(banc)j LAB_ID  @ 8Identificador del laboratorir LAB_NomReduit  : 2Nom redut del laboratorif"LAB_Descripcio  , $Nom del laboratorifLAB_MAIL  8 0Adrea correu electrnic:. &Dades de laboratoriMR2PRequiredAllowZeroLengthDescriptionkGPM_SIS_ID B :Identificador de l'U.C.(banc)fGPM_GRA_ID  4 ,Codi del grup d'assaigtGPM_PRM_ID  B :Identificador de la propietatGPM_Ordre n fNmero d'ordenaci de la propietat dins de l'assaigGPM_FaLot r jBoole que indica que el atribut s relevant per totsPD <Associaci Mostra - PropietatsMR2PRequiredAllowZeroLengthDescriptionkGAL_SIS_ID B :Identificador de l'U.C.(banc)fGAL_GRA_ID  4 ,Identificador del full]GAL_GAF_ID 4 ,Identificador del fullnGAL_ASS_ID  < 4Codi de l'assaig o conjunt'GAL_MAXIM TH @Nmero mxim de fulls per assaigMR2PRequiredAllowZeroLengthDescriptionkGAF_SIS_ID B :Identificador de l'U.C.(banc)xGAF_GRA_ID  F >Identificador del grup d'assaigU GAF_ID 4 ,Identificador del fullKGAF_Ordre $ Ordre del fullp("GAF_DescripcioCat  0 (Descripci en catalt("GAF_DescripcioCas  4 ,Descripci en castellUGAF_Data 0 (Data d'alta del fullNGAF_Full   Full d'excel<GAF_XML   Full>2 *Full associat a un GAVLvc2wd3 x e 4  y f 5  z g 6  { h 7  | i 8  }j9~k: l; m< n= o> p?q@0 9\@>9\@Q_TRAMPO00000000000 N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N ~ G' xFoapȐ! * ~ 1GTs/^w=d# zDGl/* ~O ~LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p ~N { G' xFoapȐ! * { 1GTs/^w=d# zDGl/* {O {LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p {N x G' xFoapȐ! * x 1GTs/^w=d# zDGl/* xO xLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p xN u G' xFoapȐ! * u 1GTs/^w=d# zDGl/* uO uLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p uN r G' xFoapȐ! * r 1GTs/^w=d# zDGl/* rO rLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p rN o G' xFoapȐ! * o 1GTs/^w=d# zDGl/* oO oLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p oN l G' xFoapȐ! * l 1GTs/^w=d# zDGl/* lO lLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p lN i G' xFoapȐ! * i 1GTs/^w=d# zDGl/* iO iLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p iN f G' xFoapȐ! * f 1GTs/^w=d# zDGl/* fO fLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p fN c G' xFoapȐ! * c 1GTs/^w=d# zDGl/* cO cLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p cN ` G' xFoapȐ! * ` 1GTs/^w=d# zDGl/* `O `LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p `N ] G' xFoapȐ! * ] 1GTs/^w=d# zDGl/* ]O ]LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p ]N Z G' xFoapȐ! * Z 1GTs/^w=d# zDGl/* ZO ZLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p ZN W G' xFoapȐ! * W 1GTs/^w=d# zDGl/* WO WLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p WN  LVAL MR2PRequiredAllowZeroLengthDescriptionkLOE_SIS_ID B :Identificador de l'U.C.(banc)[LOE_LOT_ID 2 *Identificador del LotlLOE_ASS_ID  : 2Identificador de l'AssaigLOE_PRR_ID  Z RIdentificador de la Propietat de l'AssaigQ"LOE_NPROPIETAT  Ordre internpLOE_UACat  @ 8Unitat d'Amidament en CataltLOE_UACas  D <Unitat d'Amidament en CastellLOE_PROMIG v nValor obtingut per l'assaig o la propietat de l'assaig LOE_DESVIACIO  ~Desviaci obtinguda per l'assaig o per la propietat de l'assaignLOE_CUMPLEIX  8 0Cumpleix l'especificaciw& LOE_NUMRESULTATS B :Nmero d'assaigs amb resultat"LOE_NUMFORAESP X PNmero de resultats fora d'especificacipLOE_ESPALFA  < 4Especificaci alfanumricaYLOE_ESPMIN 0 (Especificaci mnimaYLOE_ESPMAX 0 (Especificaci mximaSLOE_TOLMIN * "Tolerncia mnimaSLOE_TOLMAX * "Tolerncia mximaXL DResultats de l'Estadstica del LotMR2PRequiredAllowZeroLengthDescriptionkLOT_SIS_ID B :Identificador de l'U.C.(banc)S LOT_ID 2 *Identificador del LotxLOT_GRA_ID  F >Identificador del Grup d'AssaigvLOT_CND_ID  D <Identificador del CondicionantaLOT_ACCEPTAT 4 ,S'omple automticament"LOT_ACCEPTATDO  ~L'omple manualment la DO si vol canviar el criteri d'acceptaciZ& LOT_OBSERVACIONS   Descripci LOT_TIPUSCAPA   Cas GA=Identif terres. Quan la DO accepta l'encrrec assigna la capa (noms terres)]LOT_TRA_ID 4 ,Identificador del Tram?LOT_PK1  PK Inicial;LOT_PK2  PK Final>LOT_CAPA   Capa`LOT_ZONA  2 *Zona Esquerra o Dretapd \Lots(cada Srie i totes les seves repeticions) LVAL6        !"#$%&'()*MR2nRequiredAllowZeroLengthDescriptionDisplayControlkPOA_SIS_ID B :Identificador de l'U.C.(banc)~POA_PO_ID  N FCodi de la partida o famlia d'obralPOA_AC_ID  < 4Codi de l'mbit de controlPOA_EsFam P HBoole que indica si s famlia o no j] POA_Corrector . &Factor de correcci xAssociaci de partides o famlies d'obra a mbits de controlMR2PRequiredAllowZeroLengthDescription_TCP_SIS_ID 6 .Identificador de l'U.C.\TCP_TIP_FOR  (  Tipus de FormigATCP_RES  ResistnciaiTCP_TIPUS B :Tipus de control de producci TCP_COMPTADOR p hNmero repeticions del tipus de control de produccirf ^Control de tipus de control per lots de formigMR2nRequiredAllowZeroLengthValidationRuleDescription_LEF_SIS_ID 6 .Identificador de l'U.C.YLEF_LOT_ID 0 MR2nRequiredAllowZeroLengthDescriptionDisplayControlkPOA_SIS_ID B :Identificador de l'U.C.(banc)~POA_PO_ID  N FCodi de la partida o famlia d'obralPOA_AC_ID  < 4Codi de l'mbit de controlPOA_EsFam P HBoole que indica si s famlia o no j] POA_Corrector . &Factor de correcci xAssociaci de partides o famlies d'obra a mbits de controlMR2PRequiredAllowZeroLengthDescription_TCP_SIS_ID 6 .Identificador de l'U.C.\TCP_TIP_FOR  (  Tipus de FormigATCP_RES  ResistnciaiTCP_TIPUS B :Tipus de control de producci TCP_COMPTADOR p hNmero repeticions del tipus de control de produccirf ^Control de tipus de control per lots de formigLVAL 4jM ; g  K> j ? ;IwXTG=@KFEN 9\@>9\@Q_TRAMPO00000000000  9\@>9\@Q_TRAM,,,,,,,,,,,  9\@q9\@Q_TC(((((((((((  9\@M9\@Q_SerTemp22222222222  9\@ 9\@Q_SerSenseRepeticioFFFFFFMR2nRequiredAllowZeroLengthValidationRuleDescriptionkPRM_SIS_ID B :Identificador de l'U.C.(banc)l PRM_ID  B :Identificador de la propietatp("PRM_DescripcioCat  0 (Descripci en catalt("PRM_DescripcioCas  4 ,Descripci en castellnPRM_ATR_ID  < 4Identificador de l'atributlPRM_UACat  < 4Unitat de mesura en catalpPRM_UACas  @ 8Unitat de mesura en castellPRM_Tipus  * ""A" OR "N" OR "D" Indica si la propietat de l'assaig s de tipus Alfanumric: A, Numric: N o Data: D>2 *Relaci de propietatsMR2nRequiredAllowZeroLengthValidationRuleDescriptionkPRA_SIS_ID B :Identificador de l'U.C.(banc)l PRA_ID  B :Identificador de la propietatp("PRA_DescripcioCat  0 (Descripci en catalt("PRA_DescripcioCas  4 ,Descripci en castellnPRA_ATR_ID  < 4Identificador de l'atributPRA_Tipus  * ""A" OR "N" OR "D" Indica si la propietat adicional s de tipus Alfanumric: A, Numric: N o Data: D<0 (Informaci adicionalMR2PRequiredAllowZeroLengthDescriptionkPRE_SIS_ID B :Identificador de l'U.C.(banc)mPRE_REF_ID D <Identificador de la refernciaZPRE_ASS_ID  (  Codi de l'assaigMPRE_PREU (  Preu de l'assaigbV NPreus dels assaigs segons la refernciaMR2PRequiredAllowZeroLengthDescriptionkPTA_SIS_ID B :Identificador de l'U.C.(banc)jPTA_PO_ID  : 2Codi de la partida d'obrajPTA_TC_ID  : 2Codi del tipus de controlnPTA_ASS_ID  < 4Codi de l'assaig o conjuntfPTA_GRA_ID  4 ,Codi del grup d'assaig Agrupacions d'assaigs o conjunts segons partida i tipus de controlLVALC B      !"#$%&'()*+,-./0156789:;<=>?@      !"#$%&'()*+,-.MR2PRequiredAllowZeroLengthDescriptionkSNA_SIS_ID B :Identificador de l'U.C.(banc)pSNA_ENC_ID  > 6Identificador de l'encrreclSNA_SER_ID  : 2Identificador de la srielSNA_ASS_ID  : 2Identificador de l'assaigOSNA_Anular & Assaig AnullatSSNA_ORDRE , $Ordre dels assaigsSSNA_Repetir (  Assaig a repetirRF >Assaigs a realitzar en la srieMR2PRequiredAllowZeroLengthDescriptionkREF_SIS_ID B :Identificador de l'U.C.(banc)e REF_ID D <Identificador de la refernciap("REF_DescripcioCAT  0 (Descripci en catalt("REF_DescripcioCAS  4 ,Descripci en castell("REF_Predeterminat d \Llista de preus d'assaig predeterminats del BC^R JReferncies que dnen preus d'assaigsMR2nRequiredAllowZeroLengthValidationRuleDescriptionkPRR_SIS_ID B :Identificador de l'U.C.(banc)l PRR_ID  B :Identificador de la propietatp("PRR_DescripcioCat  0 (Descripci en catalt("PRR_DescripcioCas  4 ,Descripci en castellnPRR_ATR_ID  < 4Identificador de l'atributlPRR_UACat  < 4Unitat de mesura en catalpPRR_UACas  @ 8Unitat de mesura en castellPRR_Tipus  * ""A" OR "N" OR "D" Indica si la propietat de l'assaig s de tipus Alfanumric: A, Numric: N o Data: D>2 *Relaci de propietats=LVAL0 QSjM ; g  K> j ? ;IwXTGpKGEMR2PRequiredAllowZeroLengthDescriptionkTIC_SIS_ID B :Identificador de l'U.C.(banc)d TIC_ID  : 2Codi del tipus de controlp("TIC_DescripcioCAT  0 (Descripci en catalt("TIC_DescripcioCAS  4 ,Descripci en castell." Tipus controlMR2PRequiredAllowZeroLengthDescriptionkSPM_SIS_ID B :Identificador de l'U.C.(banc)pSPM_ENC_ID  > 6Identificador de l'EncrreclSPM_SER_ID  : 2Identificador de la sriefSPM_GRA_ID  4 ,Codi del grup d'assaigtSPM_PRM_ID  B :Identificador de la propietatSPM_VALOR_T  | tResultat de la propietat si no s atribut i s tipus texteSPM_VALOR_N  xResultat de la propietat si no s atribut i s tipus numricSPM_VALOR_D z rResultat de la propietat si no s atribut i s tipus dataTH @Informaci de mostra de la srieMR2PRequiredAllowZeroLengthDescriptionkSDP_SIS_ID B :Identificador de l'U.C.(banc)pSDP_ENC_ID  > 6Identificador de l'encrreclSDP_SER_ID  : 2Identificador de la srie"SDP_DEP_ENC_ID  P HIdentificador de l'encrrec depenent"SDP_DEP_SER_ID  L DIdentificador de la srie depenent4(  Sries depenentsMR2nRequiredAllowZeroLengthValidationRuleDescriptionkSAR_SIS_ID B :Identificador de l'U.C.(banc)pSAR_ENC_ID  > 6Identificador de l'encrreclSAR_SER_ID  : 2Identificador de la srieZSAR_ASS_ID  (  Codi de l'assaig[ SAR_SNA_ORDRE , $Ordre dels assaigstSAR_PRR_ID  B :Identificador de la propietatSAR_VALOR_T  | tResultat de la propietat si no s atribut i s tipus texteSAR_VALOR_N  xResultat de la propietat si no s atribut i s tipus numricSAR_VALOR_D z rResultat de la propietat si no s atribut i s tipus dataSAR_Cumpleix  * ""S" OR "N" OR "P"4 ,Compleix especificaciZN FInformaci de resultats de la srieLvEwF x G   y H   z I   { J   | K   }L~M N O P=opq 1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! * O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p LVALЛ 0+ W $ &&ɉd/ڇ(d;MR2PRequiredAllowZeroLengthDescriptionkSTM_SIS_ID B :Identificador de l'U.C.(banc)pSTM_ENC_ID  > 6Identificador de l'encrreclSTM_SER_ID  : 2Identificador de la srieUSTM_ORDRE . &Ordre de les sriesZSTM_VALOR  * "Valor de la srie4(  Sries temporalsMR2PRequiredAllowZeroLengthDescriptionkSSR_SIS_ID B :Identificador de l'U.C.(banc)pSSR_ENC_ID  > 6Identificador de l'encrreclSSR_SER_ID  : 2Identificador de la srieRF >Taula de sries sense repeticiMR2PRequiredAllowZeroLengthDescriptionkSPA_SIS_ID B :Identificador de l'U.C.(banc)pSPA_ENC_ID  > 6Identificador de l'encrreclSPA_SER_ID  : 2Identificador de la srietSPA_PRA_ID  B :Identificador de la propietatSPA_VALOR_T  | tResultat de la propietat siMR2PRequiredAllowZeroLengthDescriptionkSTM_SIS_ID B :Identificador de l'U.C.(banc)pSTM_ENC_ID  > 6Identificador de l'encrreclSTM_SER_ID  : 2Identificador de la srieUSTM_ORDRE . &Ordre de les sriesZSTM_VALOR  * "Valor de la srie4(  Sries temporalsMR2PRequiredAllowZeroLengthDescriptionkSSR_SIS_ID B :Identificador de l'U.C.(banc)pSSR_ENC_ID  > 6Identificador de l'encrreclSSR_SER_ID  : 2Identificador de la srieRF >Taula de sries sense repeticiMR2PRequiredAllowZeroLengthDescriptionkSPA_SIS_ID B :Identificador de l'U.C.(banc)pSPA_ENC_ID  > 6Identificador de l'encrreclSPA_SER_ID  : 2Identificador de la srietSPA_PRA_ID  B :Identificador de la propietatSPA_VALOR_T  | tResultat de la propietat si no s atribut i s tipus texteSPA_VALOR_N  xResultat de la propietat si no s atribut i s tipus numricSPA_VALOR_D z rResultat de la propietat si no s atribut i s tipus dataVJ BInformaci addicional de la srie LVALХ jM ; g  KMR2PRequiredAllowZeroLengthDescription_UFQ_SIS_ID 6 .Identificador de l'U.C. UFQ_ID  zIdentificador de nmero de lnia (nic per Unitat de Control)pUFQ_Texte  @ 8Texte de la lnia en el formUFQ_Valor X PValor de la lnia (import o percentatge)UFQ_Per j bIndicador de percentatge (0-import/1-percentatge)UFQ_Grup   Camp d'agrupaci de blocs de text (primer o segonMR2PRequiredAllowZeroLengthDescription_UFQ_SIS_ID 6 .Identificador de l'U.C. UFQ_ID  zIdentificador de nmero de lnia (nic per Unitat de Control)pUFQ_Texte  @ 8Texte de la lnia en el formUFQ_Valor X PValor de la lnia (import o percentatge)UFQ_Per j bIndicador de percentatge (0-import/1-percentatge)UFQ_Grup   Camp d'agrupaci de blocs de text (primer o segon grup: abans o desprs del subtotal)gUFQ_Import > 6Import parcials del llistat~UFQ_Literal  J BLiteral que apareix en el llistat Donat una qualitat, cont les dades econmiques (del separador Imports) de l'ltim Full.MR2nRequiredAllowZeroLengthDescriptionDisplayControlkTRA_SIS_ID B :Identificador de l'U.C.(banc) TRA_ID f ^Identificador del tram (nic per a tota l'obra)qTRA_Pare_ID F >Identificador deMR2PRequiredAllowZeroLengthDescription_UFQ_SIS_ID 6 .Identificador de l'U.C. UFQ_ID  zIdentificador de nmero de lnia (nic per Unitat de Control)pUFQ_Texte  @ 8Texte de la lnia en el formUFQ_Valor X PValor de la lnia (import o percentatge)UFQ_Per j bIndicador de percentatge (0-import/1-percentatge)UFQ_Grup   Camp d'agrupaci de blocs de text (primer o segon grup: abans o desprs del subtotal)gUFQ_Import > 6Import parcials del llistat~UFQ_Literal  J BLiteral que apareix en el llistat Donat una qualitat, cont les dades econmiques (del separador Imports) de l'ltim Full. LVAL a E  | Bk/^6, @@   @  NivellLiniaLiniaLIN_SIS_IDNivellNIV_SIS_IDeQE1'#NivellCertNivellCertNivellCNI_NIV_IDNivellNIV_IDl`T@,($ NivellCertNivellCertNivellCNI_SIS_IDNivellNIV_SIS_IDt`T@,($ LiteralNodeEstructuraEstructuraEST_PNO_IDLiteralNodePNO_ID{oYE1-)%LiteralNodeEstructuraEstructuraEST_PNI_IDLiteralNodePNO_PNI_IDoYE1-)%LiteralNodeEstructuraEstructuraEST_PLT_IDLiteralNodePNO_PLT_IDoYE1-)%LiteralNivellLiteralNodeLiteralNodePNO_PNI_IDLiteralNivellPNI_IDx^J40,(PartidaPartidaComposta1PartidaCompostaPCO_2_FAM_IDPartidaPAR_FAM_IDwiQ3/+'PartidaPartidaComposta1PartidaCompostaPCO_2_TEL_IDPartidaPAR_TEL_IDwiQ3/+'PartidaPartidaComposta1PartidaCompostaPCO_SIS_IDPartidaPAR_SIS_IDseQ3/+'PartidaPartidaCompostaPartidaCompostaPCO_1_PAR_IDPartidaPAR_IDvhP2.*&PartidaPartidaCompostaPartidaCompostaPCO_1_FAM_IDPartidaPAR_FAM_IDvhP2.*&LiteralNivellLiteralNodeLiteralNodePNO_PLT_IDLiteralNivellPNI_PLT_IDx^J40,(J@LiteralNivell_EstructuraNES_PNI_IDLiteralNivellPNI_IDx^JJ@MR2PRequiredAllowZeroLengthDescriptionkSER_SIS_ID B :Identificador de l'U.C.(banc)pSER_ENC_ID  > 6Identificador de l'encrrecd SER_ID  : 2Identificador de la srieqSER_DATA_REB D <Data de recepci de l'encrrecr"SER_REP_ENC_ID  8 0Codi encrrec repetici j"SER_REP_SER_ID  0 (Codi srie repeticit("SER_LAB_INTERN_ID  4 ,Codi Laboratori internS"SER_DATA_PRESA " Data de presaVSER_ObserCat   ObservacionsVSER_ObserCas   Observacionsa SER_Complerta 2 *Si/No est complerta ]SER_Anulada 2 *Si/No est anul.lada SER_FormaLot T LIndica si la srie forma part d'un LotSER_MostraOK  Indica si les propietats de la mostra que formen lot estan totes entrades^SER_LABORANT  (  Nom del Laborant4(  Sries generades3$SER_CanvisResul  \ g$ uLVAL$@p}}MR2nRequiredAllowZeroLengthDescriptionDisplayControlkTRA_SIS_ID B :Identificador de l'U.C.(banc) TRA_ID f ^Identificador del tram (nic per a tota l'obra)qTRA_Pare_ID F >Identificador del pare del tramUTRA_Prof 0 (Profunditat del tramPTRA_Codi  " Codi del tramt TRA_Repeticio  < 4Codi de repetici del tramh"TRA_Descripcio  . &Descripci del tramTRA_NIV_ID t lIdentificador del nivell del pressupost del qual depnTRA_Est_Pres  Boole que indica si el tram prov de la estructura del pressupost jTRA_Imp_Pres Z RImport dels assaigs del tram (Pressupost)TRA_Imp_Cert Z RImport dels assaigs del tram (Certificat) TRA_Imp_Estim T LImport dels assaigs del tram (Estimat)aTRA_Imp_Real 4 ,Import certificat realj^ VTrams en qu dividirem el pressupost d'obrai$TRA_Imp_Previst 6 .Import Previst SetmanalnLVAL MR2rOrderByOnColumnWidthColumnOrderColumnHiddenDescriptionRequiredAllowZeroLengthDisplayControlValidationRuleValidationText FilterOrderBy FormatInputMaskCaptionDefaultValue l dEstats o subtipus possibles en els que es pot trobar una Unitat de Control. Es defineixen al crear l'UC o des de dades generals. L'usuari pot definir-ne al marge d'aquesta taula."SBT_Descripcio   6 .Descripci del subtipus   mMR2RequiredAllowZeroLengthDescriptionValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHidden FormatDecimalPlacesInputMaskCaptionDefaultValueDisplayControlSFA_SIS_ID      R JIdentificador de la Unitat de Control   mSFA_TEL_ID       & Tipus d'element msSFA_FAM_ID        Familia m("SFA_SubfamiliaFIE        Subfamilia mSFA_OFFSET      z rValor inicial on comena la codificaci d'aquesta familia   m& SFA_DESPLACAMENT      r jespai reservat per a la codificaci de la subfamilia   m Cont es families de mes de 3 nivells procedents de bancs paramtrics 4SFA_CTAmbit  :"SFA_Descripcio  MR2rOrderByOnColumnWidthColumnOrderColumnHiddenDescriptionRequiredAllowZeroLengthDisplayControlValidationRuleValidationText FilterOrderBy FormatInputMaskCaptionDefaultValue  Identificaci de les aplicacions que comparteixen una mateixa base de dades. Serveix per organitzar les possibles Funcions de l'aplicaci sota un nivell superior d'agrupaci. Compativilitat amb NOUS SISTEMES. 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TNI_ID       m Identificador del nivell: correspon amb la profunditat del nivell (nic per Unitat de Control)TNI_Titol       md \Ttol del nivell (Obra, subobra, captol, ...)TNI_SIS_ID      0   mJ BIdentificador d'Unitat de ControlTNI_Linies   f ^Indicador de si admet lnies de pressupost o no Yes/No   jMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacese P HPer cada tasca d'una versi d'un Pla, cont les lnies de pressupost associades, amb el % d'associaci, la quantitat associada i l'MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  |Cont la definici de l'estructura de nivells d'un pressupost. TNI_ID       m Identificador del nivell: correspon amb la profunditat del nivell (nic per Unitat de Control)TNI_Titol       md \Ttol del nivell (Obra, subobra, captol, ...)TNI_SIS_ID      0   mJ BIdentificador d'Unitat de ControlTNI_Linies   f ^Indicador de si admet lnies de pressupost o no Yes/No   jALVALSMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatCaptionInputMaskDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Tipus d'Unitat de Control. Actualment: TR = Treball, BR = Banc de Referncia."TSI_Descripcio       mX PDescripci del tipus d'Unitat de Control"TSI_Pressupost   L DIndicador de que inclou pressupost Yes/No   jTSI_Banc   @ 8Indicador de que inclou Banc Yes/No   jTSI_Pla   > 6Indicador de que inclou Pla Yes/No   j TSI_Seguiment   J BIndicador de que inclou Seguiment Yes/No   j*$TSI_DescripcioBreu   b ZDescripci breu del tipus d'Unitat de Control    m TSI_ID   ^ VIdentificador del tipus d'Unitat de Control   0   mcTSI_QUALITAT  , $Qualitat del tipus jMR2 FilterOrderByValidationRuleValidatioMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatCaptionInputMaskDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Tipus d'Unitat de Control. Actualment: TR = Treball, BR = Banc de Referncia."TSI_Descripcio       mX PDescripci del tipus d'Unitat de Control"TSI_Pressupost   L DIndicador de que inclou pressupost Yes/No   jTSI_Banc   @ 8Indicador de que inclou Banc Yes/No   jTSI_Pla   > 6Indicador de que inclou Pla Yes/No   j TSI_Seguiment   J BIndicador de que inclou Seguiment Yes/No   j*$TSI_DescripcioBreu   b ZDescripci breu del tipus d'Unitat de Control    m TSI_ID   ^ VIdentificador del tipus d'Unitat de Control   0   mcTSI_QUALITAT  , $Qualitat del tipus j?LVAL QMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Donat un pressupost, cont les dades econmiques (del separador Imports) de l'ltim Full. UFU_ID       m zIdentificador de nmero de lnia (nic per Unitat de Control)UFU_Texte       m@ 8Texte de la lnia en el formUFU_Valor       mX PValor de la lnia (import o percentatge)UFU_Per      mj bIndicador de percentatge (0-import/1-percentatge)UFU_SIS_ID       mJ BIdentificador d'Unitat de Control UFU_Grup       m Camp d'agrupaci de blocs de text (primer o segon grup: abans o desprs del subtotal)UFU_Import       m> 6Import parcials del llistatUFU_Literal       mJ BLiteral que apareix en el llistatMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength  Cont la llista de tots els conceptes, classificats per nivell, presents en un pressupost.TNO_SIS_ID   J BIdentificador d'Unitat de Control    0  mTNO_TNI_ID   T LIdentificador del nivell (profunditat)    m TNO_ID   ` XIdentificador de node (codi de consolidaci)   m"TNO_Descripcio    Descripci del literal del node. s el text que apareix com a concepte de consolidaci   m TNO_Repetible   z rIndicador de que el node s repetible (tramificable) o no Yes/No  jLVAL|666699999< <!<"<#<$?%?&?'?(?)B*B+B,B-B.E/E0E1E2E3H4H5H6H7H8K9K:K;K<K=N>N?N@NANBQCQDQEQFQGTHTITJTKTLWWMR2OrderByOnColumnWidthColumnOrderColumnHiddenRequiredAllowZeroLengthDisplayControl S Taula      mSDescripcio     MR2OrderByOnColumnWidthColumnOrderColumnHiddenRequiredAllowZeroLengthDisplayControlDecimalPlacesDefaultValue QCamp n     m]Descripcio r$     mS Tipus       mcLongitud      0  mMR2nValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredDecimalPlacesDisplayControl p hCont les dades de cada una de les versions del pla. VPL_DataInici     R JData d'inici del pla segons la versi VPL_DataFinal     N FData final del pla segons la versiVPL_Durada      0   mL DDurada total del pla segons versiVPL_Cost      0   m< 4Cost econmic de la versiVPL_CostFet      0   mR JCost econmic certificat de la versiVPL_PerFet      0   m\ TPercentatge del cost econmic de la versi& VPL_Replanificat     4 ,Data de replanificaciVPL_SIS_ID       mJ BIdentificador d'Unitat de Control VPL_ID       mF >Identificador de versi del pla("VPL_CPR_ID_Ultima   F >Nmero de l'ltima certificaci    m  LVAL $@p}}MR2PRequiredAllowZeroLengthDescriptionkTRP_SIS_ID B :Identificador de l'U.C.(banc)oTRP_TRA_ID F >Identificador del node del tram|TRP_PO_ID  L DIdentificador de la partida d'obraeTRP_AMIDPRES 8 0Amidament del pressupost]TRP_AMIDCERT 0 (Amidament CertificatY TRP_AMIDESTIM * "Amidament Estimat Partides d'obra associades a un tram amb les seves dades pressupostries?0*TRP_AMIDAMENTDETALLAT N60TRP_AMIDAMENTDETALLATEXT  E60TRP_AMIDAMENTDETALLATEST T<6TRP_AMIDAMENTDETALLATESTEXT  o$TRP_AMIDPREVIST < 4Amidament Previst Setmanal kA  NY  Y Y  Y XY Y Y Y Y Y Y  Y Y Y  Y Y   Y "IRP_CoefConcepte2IRP_MESIRP_ANYIRP_BOE_CNCIRP_MaDObraIRP_EnergiaIRP_CimentIRP_AcerIRP_LligantsIRP_CeramicaIRP_FustaIRP_AluminiIRP_CoureIRP_IPCIRP_Concepte1"IRP_CoefConcepte1IRP_Concepte2Q_LotEstN)@>>>22222220 @N؁sfY@;fY@Q_GAN@666*******( @9WfY@pxfY@Q_EncGAPropMostraNW@PPPDDDDDDDB @$թfY@DfY@Q_CondTCPON@BBB66666664 @tfY@pxfY@Q_AssaigN @>>>22222220 @fY@AfY@Q_AcTcAssaigN@FFF:::::::8 @`j0@lfY@PressupostNGBBB66666664 @yK#O@=Pn@ParametreEstatNj@JJJ>>>>>>>< @c(1@f1Qe@LligamN @:::......., @Rc5@!Ce5@IndexRevisioPreusN @PPPDDDDDDDB @{BMVQ@#Se@FuncioN@:::......., @a`1@?XQe@ExcepcioN@>>>22222220 @Z"O@@abVe@EstatNz@888,,,,,,,* @AQzH@ ~Pe@DataCertificacioN>@NNNBBBBBBB@ @+ @E@@i{Pe@CertTasca_LiniaN]@LLL@@@@@@@> @;fY@;fY@SisquilloQualitatNDDDDDDDDDDB WpxfY@pxfY@Q_AtributsQ_PropResNHHHHHHHHHHF 'l1"@l1"@LicitacioOfertaN@@@@@@@@@@> 6.&_BOEfffffq@Ƙ@̰@̈́@@O@̖@@%@???nff^^VNF>6.&_BOEQq@ @fffffȓ@d@fffffJ@)@33333W@@}@???nff^^VNF>6.&_BOEףp= q@@fffff@fffff>@fffffJ@33333Q@33333@33333@@???nff^^VNF>6.&_BOEGzq@2@33333@33333@@ @fffffN@݃@l|@???nff^^VNF>6.&_BOEףp= q@ԗ@̼@|@@@fffff@33333+@P@???nff^^VNF>6.&_BOEףp= q@fffff@̴@̬@@@̘@fffff~@33333@???nff^^VNF>6.&_LVAL  Ą q [ C  }aS) ~@MR2PRequiredAllowZeroLengthDescriptionsRLI_SIS_ID J BIdentificador d'Unitat de ControloRLI_VPL_ID F >Identificador de versi del playRLI_RES_ID P HIdentificador de tasca resum del pla}RLI_NIV_ID T LIdentificador de nivell del pressupostRLI_LIN_ID  R JIdentificador de lnia del pressupostgRLI_Assignat : 2Quantitat total assigandac$RLI_PerAssignat 0 (Percentatge assignat;,&RLI_TotalCertificat MR2 OrderByOnDescriptionColumnWidthColumnOrderColumnHiddenDecimalPlacesRequiredDisplayControlAllowZeroLengthDefaultValue FilterOrderBy  Cont els coeficients dels diferents ndexs de Revisi de Preus.IRP_MES      m2 *Codi de l'ndex (Mes)IRP_ANY      m2 *Codi de l'ndex (Any)IRP_BOE_CNC      mL DProcedncia de l'ndex (BOE o CNC)IRP_MaDObra      m4 ,ndex de m d'obra (H)IRP_Energia      m. &ndex d'energia (E)IRP_Ciment      m. &ndex de ciment (C)IRP_Acer      m(  ndex d'acer (S)IRP_Lligants      m2 *ndex de lligants (L)IRP_Ceramica      m4 ,ndex de cermica (Cr)IRP_Fusta      m, $ndex de fusta (M)IRP_Alumini      m0 (ndex d'alumini (Al)IRP_Coure      m. &ndex de coure (Cu)IRP_IPC      m* "ndex d'IPC (IPC) IRP_Concepte1      mZ RDescripci del primer concepte addicional("IRP_CoefConcepte1      0  mP Hndex del primer concepte addicional IRP_Concepte2      mX PDescripci del segon concepte addicional("IRP_CoefConcepte2      0  mN Fndex del segon concepte addicional :NNNNNNL @OYzH@HPe@EsquemaCertificacioNT@TTTHHHHHHHF @L`0@ko@ElementCompostN @?JJJ>>>>>>>< @H0@jo@ElementNHs6<<<0000000. @ES@o@DiariTraspassosNS@LLL@@@@@@@> @=؄xP@}fY@DadesGeneralsN @HHH<<<<<<<: @:U4"@o@CriterisEspecialsNR@PPPDDDDDDDB @7`#N2@]>@CondicioTecnicaN @LLL@@@@@@@> @4LcM@HjfY@CondicionsTecniquesSubfamiliesAmbitsNl@vvvjjjjjjjh @1̙2@hfY@CondicionsTecniquesAmbitsN@```TTTTTTTR @.p2@ 6e@CertUltimFullN@HHH<<<<<<<: @(zH@+Pe@CertTascaN@@@@44444442 @%0@6e@CertPressupostNGJJJ>>>>>>>< @"ȍH@D.7@CertPlaN@<<<0000000. @f0@`6e@CertNivellNGBBB66666664 @D0@D.7@CertLiniaNG@@@44444442 @" 5@@{7e@CapEstructuraNH@HHH<<<<<<<: @0'@<kq@CambioN"@c:::......., @Vܸ1@~Pe@CalendariN0@c@@@44444442 @@0@f>"@BancNG666*******( @  0@ @AdminN4@8,,,,,,,,,*  ~-e@X9\@GeneralN0000000000.  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2.000 2.000 C#*D#*E#*F# Torns control 1 2 2 C#*D#*E#*F# Per sabata muret costat est 1 7 .6 1 4.2 C#*D#*E#*F# 17.200 1.300 22.360 0 C#*D#*E#*F# 7.700 1.500 11.550 C#*D#*E#*F# 5.000 1.500 7.500 C#*D#*E#*F# 10.000 1.500 15.000 C#*D#*E#*F# 17.200 1.500 25.800 0 C#*D#*E#*F# 28.500 1.500 42.750 C#*D#*E#*F# 5.800 1.500 8.700 0 C#*D#*E#*F# 2.000 1.500 3.000 C#*D#*E#*F# 6.900 1.500 10.350 0 C#*D#*E#*F# 20.000 1.500 30.000 C#*D#*E#*F# 30.500 1.500 45.750 0 C#*D#*E#*F# 30.000 30.000 C#*D#*E#*F# 1.000 1.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 1.000 1.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 4.000 4.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 3.000 3.000 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 3.000 3.000 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 2.000 2.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# unitats coberta P3 4.000 5.000 20.000 C#*D#*E#*F# unitat coberta P5 1.000 6.000 6.000 0 C#*D#*E#*F# SAla Rack 1.000 1.000 C#*D#*E#*F# Unitat exterior 40.000 40.000 0 C#*D#*E#*F# unitat exterior 25.000 25.000 C#*D#*E#*F# VAm 25.000 25.000 0 C#*D#*E#*F# Unitats interiors T 13.000 15.000 195.000 C#*D#*E#*F# 8.000 8.000 0 C#*D#*E#*F# C#*D#*E#*F# Distribuci 25.000 25.000 C#*D#*E#*F# C#*D#*E#*F# 8.000 1.000 1.000 1.000 8.000 C#*D#*E#*F# 25.000 25.000 C#*D#*E#*F# 35.000 35.000 C#*D#*E#*F# 15.000 3.000 10.000 450.000 C#*D#*E#*F# 22.000 3.000 10.000 660.000 C#*D#*E#*F# 40.000 40.000 0 C#*D#*E#*F# 35.000 35.000 C#*D#*E#*F# 25.000 25.000 C#*D#*E#*F# 1.000 1.000 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 1.000 1.000 0 C#*D#*E#*F# 7.000 7.000 0 C#*D#*E#*F# Back office 1.000 1.000 C#*D#*E#*F# Subm. normal 1.000 1.000 0 C#*D#*E#*F# 2.000 2.000 C#*D#*E#*F# C#*D#*E#*F# 1.000 1.000 1.000 1.000 1.000 C#*D#*E#*F# 1.000 1.000 0 C#*D#*E#*F# C#*D#*E#*F# 10.000 10.000 0 C#*D#*E#*F# Porta secretaria 1 1 2.25 2.25 C#*D#*E#*F# Coberta nova 1.000 3.500 10.200 35.700 C#*D#*E#*F# 1.000 12.600 7.450 93.870 C#*D#*E#*F# Costat pati porxo 1 6.5 6.5 C#*D#*E#*F# Obertura faana sud 1 1 1 C#*D#*E#*F# En paret carreus per carpinteria AL.R6 per encaixar tubular 2 2.6 5.2 C#*D#*E#*F# Reparaci forat xemeneia 1 1 1 1 C#*D#*E#*F# En pati 1 4 9.2 .1 3.68 C#*D#*E#*F# .5 4 9.2 .1 1.84 C#*D#*E#*F# En pati 1.000 1.000 1.000 C#*D#*E#*F# Per olivera 1 1 1 .4 .4 C#*D#*E#*F# Per drenatge olivera 1 1 1 .1 .1 C#*D#*E#*F# Per olivera 1 1 1 1 1 C#*D#*E#*F# @ @   LVAL>t de la superf\'edcie (Escala Mohs UNE 67-101): >= 4\par Toler\'e0ncies:\par - Llarg\'e0ria i ampl\'e0ria: \'b1 2% mesura mitja respecte a la dimensi\'f3 nominal\par - Llarg\'e0ria i ampl\'e0ria respecte a la mitjana de la remesa: \'b1 1,5% mesura mitja nominal de la remesa\par - Gruix: \'b1 1,5% gruix mitg respecte a la dimensi\'f3 nominal\par - Rectitud de les arestes: \'b1 1,0% dimensi\'f3 nominal\par - Ortogonalitat: \'b1 1,0% dimensi\'f3 nominal\par - Fletxa en diagonals i arestes: \'b1 1,5% dimensi\'f3 nominal\par - Guerxament respecte a la diagonal: \'b1 1,5% dimensi\'f3 nominal\par Les comprobacions s'han de fer segons UNE_EN ISO 10545-2.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetades, en caixes.\par Si el material ha de ser component de la part cega del tancament exterior d\'92un espai habitable, el fabricant ha de declarar, com a m\'ednim, els valors per les propietats higrot\'e8rmiques seg\'fcents:\par - Conductivitat t\'e8rmica (W/mK)\par - Factor de resist\'e8ncia a la difusi\'f3 del vapor d\'92aigua\par Emmagatzematge: De manera que no es trenquin o s'escantonin. No han d'estar en contacte amb terres que continguin solucions salines, ni amb productes que puguin modificar les seves caracter\'edstiques (cendres, fertilitzants, greixos, etc.).\par ELABORACI\'d3 MEC\'c0NICA:\par A l'embalatge han de constar les dades seg\'fcents:\par - Marca del fabricant i pa\'eds d'origen\par - Refer\'e8ncia a la norma UNE 67-187 (2) A II B\par - Dimensions nominals i de fabricaci\'f3\par - Superf\'edcie sense esmaltar (UGL)\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par ELABORACI\'d3 MEC\'c0NICA:\par UNE 67087:1985 Baldosas cer\'e1micas para suelos y paredes. Definiciones, clasificaci\'f3n, caracter\'edsticas y marcado.\par UNE 67187-2:1986 Baldosas cer\'e1micas extruidas, con absorci\'f3n de agua de 6% menor e menor o igu ^'Ya ntN33Y  Y ABMA_SIS_IDBMA_BANCd34€Y .SisquilloBancAdaptarGMAv10 2  J M P S VLVALR > o * [   P ]  !o1D TPBC@ fY@#fY@Q_ALMOSTRAN@BBB66666664 @ u@PreusParametricsPartridesN@```TTTTTTTR @cM@KkfY@PreusParametricsPartidesNr@^^^RRRRRRRP @ɑ2@KkfY@PreusParametricsElementsN@^^^RRRRRRRP @n|5@ Q?5e@PlantillaN@@@@44444442 @Zv1@<5Ѽ@PlaN @444(((((((& @9MVQ@@~Ve@PerfilN@:::......., @^0@*nfY@MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacesS > 6Cont la justificaci de les partides que en tenen, indicant el codi de la partida, el codi del component, l'amidament del component, i l'import resultant."JUS_PAR_TEL_ID       mX PIdentificador de tipus de la PO composta"JUS_PAR_FAM_ID       m\ TIdentificador de famlia de la PO compostaJUS_PAR_ID       mF >Identificador de la PO composta"JUS_ELE_TEL_ID       mt lIdentificador del tipus de l'element o la PO component"JUS_ELE_FAM_ID       mv nIdentificador de famlia de l'element o la PO componentJUS_ELE_ID       m` XIdentificador de l'element o la PO component JUS_Amidament       mX PAmidament de l'element o la PO componentJUS_Import       m xImport component * amidament component [/ rendiment compost]JUS_SIS_ID       mJ BIdentificador d'Unitat de Control4JUS_MASCARA   5JUS_Escreix    19 JUS_Rendiment    1 +LVALMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacesOrientationDefaultViewIMEModeIMESentenceMode$UnicodeCompression  Cont les dades de totes les tasques resum d'una versi d'un Pla.   RES_ID       m@ 8Identificador de tasca resumRES_RES_ID       mH @Identificador de resum precedent"RES_Descripcio       m. &Descripci de resum   $RES_PrimerInici     > 6Data primer inici del resum  $RES_PrimerFinal     8 0Data primer fi del resum  RES_Durada       m(  Durada del resum}RES_Cost       m$ Cost del resumRES_SIS_ID       mJ BIdentificador d'Unitat de ControlRES_VPL_ID       mF >Identificador de versi del plaRES_NumOrdre   H @Nmero d'ordre de la tasca/resum    m("RES_NumOrdreResum    Nmero d'ordre del resum dins del mateix pare (entre resums germans)    m"RES_UltimInici   < 4Data ltim inici del resum    "RES_UltimFinal   6 .Data ltim fi del resum    *$RES_CostCertificat   v nImport del que s'ha certificat fins el moment del resum    m RES_FolgInici   P HFolgana a l'inici de la tasca resum    m RES_FolgFinal   N FFolgana al final de la tasca resum    mRES_DCO_ID     n fIdentificador de la funci de distribuci de costos  m0RES_Notes   LVALal 10% (grupo AIIB), parte 2.\par ELABORACI\'d3 MANUAL:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALCFaeC&f~  A4^v5@0O6e@EstructuraN@BBB66666664 @Vo]@HjfY@EstadisticaPartidasN> @TTTHHHHHHHF @R`Ko]@HjfY@EstadisticaComponentesNF @MR2VAccessVersion Build"Show Values Limit,Show Values in Indexed4Show Values in Non-Indexed*Show Values in RemoteAppTitleStartUpForm&StartUpShowDBWindow(StartUpShowStatusBarStartUpMenuBar$AllowShortcutMenusAllowFullMenus(AllowBuiltInToolbars&AllowToolbarChanges$AllowBreakIntoCode AllowSpecialKeysAppIcon,StartUpShortcutMenuBarAllowByPassKeyVersioUpsize6Track Name AutoCorrect Info0Perform Name AutoCorrectCpgConversion 08.50                  `    MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces; & Cont la justificaci dels elements compostos, indicant el codi de l'element compost, el codi del component, l'amidament, i l'import resultant.ECO_1_TEL_ID       mf ^Identificador del tipus d'element del componentECO_1_FAM_ID       mZ RIdentificador de la famlia del componentECO_1_ELE_ID       mP HIdentificador de l'element componentECO_2_TEL_ID       mb ZIdentificador del tipus d'element del compostECO_2_FAM_ID       mV NIdentificador de la famlia del compostECO_2_ELE_ID       mL DIdentificador de l'element compost ECO_Amidament       mH @Amidament de l'element componentECO_Import       m xImport component * amidament component [/ rendiment compost]ECO_SIS_ID       mJ BIdentificador d'Unitat de Control4ECO_MASCARA   5ECO_Escreix    19 ECO_Rendiment    1LVALXbDAMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces j bCont les dades generals d'una Unitat de Control.SIS_TSI_ID       m: 2Tipus d'Unitat de Control"SIS_Propietari       mL DPropietari de la Unitat de Control SIS_ID   J BIdentificador d'Unitat de Control"SIS_Descripcio   D <Descripci d'Unitat de Control   SIS_EQP_ID   X PEquip propietari de la Unitat de Control   0   m$SIS_DataCreacio   0 (Data creaci de l'UC  "SIS_UsrCreacio   4 ,Usuari creaci de l'UC    m,&SIS_DataModificacio   8 0Data darrera modificaci  *$SIS_UsrModificacio   < 4Usuari darrera modificaci    mSIS_SBT   > 6Sub Tipus Unitat de Control    mSIS_EST_ID   N FIdentificador d' Estat/Comportament   0   mSIS_EnUS    Marca de si l'UC est en s (oberta per alg), nom de l'usuari o mquina    mSIS_TipusNS   z rMarca de T=Treball, L=Licitaci, O=Oferta. NOUS SISTEMES.    m("SIS_VigentPropiNS   R JMarca de T/L/O vigent. NOUS SISTEMES. Yes/No   j*$SIS_VigentOrigenNS   R JMarca de T/L/O vigent. NOUS SISTEMES. Yes/No   jSIS_Moneda   < 4Moneda (1-Peseta / 2-Euro)    mc SIS_Signatura       m SIS_DS   r jNmero de decimals del total de l'amidament detallat.   -1   m SIS_DI   t lDecimals de casdascun dels imports d'una justificaci.   -1   m SIS_DC    Decimals de l'import d'un apartat, una linia de pressupost o l'import del pressupost.   -1   BLVALRRb0 b . d RRRRRRRR? +   { h T A . }jWC0 lYF2 ‚‚‚‚‚‚‚‚‚‚‚‚‚‚o[%0@%0@Q_TramPOQ_EncarrecDDDDDDDDDDD %0@%0@Q_TramPOQ_ConLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpmsSIS_DUO    Decimals del preu de les partides d'obra, dels totals de M d'obra, Maquinria , Material, Total sense despeses i despeses auxiliars   -1   mSIS_DES   p hDecimals del preu dels elements simples i compostos.   -1   m SIS_DN    Nmero de decimals de la primera columna nmerica dels amidaments detallats.   -1   m# SIS_DD    Nmero de decimals de la segona, tercera i cuarta columna nmerica dels amidaments detallats.   -1   mSIS_DFO   : 2No mes usat per FIEBDC-3.   -1   mSIS_DRO   : 2No mes usat per FIEBDC-3.   -1   mSIS_DFS   : 2No mes usat per FIEBDC-3.   -1   m_SIS_DRS    Decimals del nmero de unitats de cadascun dels elements d'una justificaci (Quantitat). Decimals de Quantitat/Rendiement.   -1   mSIS_DRC   : 2No mes usat per FIEBDC-3.   -1   mSIS_IVA   B :Decimals per expressar l'IVA.   -1   m)SIS_CODINS  3$SIS_NUMOFERTANS  .SIS_CODI   <$SIS_CLAUPROPINS   >& SIS_CLAUORIGENNS   /SIS_BAJA    0+SIS_TIPUSUC  1"SIS_Superficie  0SIS_NOTES    LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Mescla fets amb sorra gran\'edtica i emulsi\'f3 bituminosa tipus ED.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar pastat de forma que s'obtingui una mescla homog\'e8nia i sense segregacions.\par Ha de tenir una dosifica{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Mescla fets amb sorra gran\'edtica i emulsi\'f3 bituminosa tipus ED.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar pastat de forma que s'obtingui una mescla homog\'e8nia i sense segregacions.\par Ha de tenir una dosificaci\'f3 1:4 en volum. S'hi pot afegir aigua per augmentar la plasticitat i tamb\'e9 una mica de ciment p\'f2rtland.\par\par 2.- CONDICIONS D'EXECUCI\'d3 I D'UTILITZACI\'d3\par\par Per a l'elaboraci\'f3 i la utilitzaci\'f3 del morter, la temperatura ambient ha d'estar entre 5\'b0C i 40\'b0C.\par La formigonera ha d'estar neta abans de l'elaboraci\'f3 del morter.\par No s'han de mesclar morters de composici\'f3 diferent.\par S'ha d'aplicar abans que passin 2 h des de la pastada.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum necessari elaborat a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }@ 8(! @@ @0`LVALMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces_ J BCont les dades generals del Pla.0*PLA_TemporalAutomatic     0   mV NIndicador d'anlisi temporal automticaPLA_Progres     0   j@ 8Indicador d'estat de progrs,&PLA_EconomicPendent     0   mR JIndicador d'anlisi econmica pendent,&PLA_TemporalPendent     0   mP HIndicador d'anlisi temporal pendent& PLA_UltimAnalisi     L DData de l'ltima anlisi efectuada("PLA_ErrorEconomic     0   jX PIndicador d'error en l'anlisi econmica("PLA_ErrorTemporal     0   jV NIndicador d'error en l'anlisi temporalPLA_SIS_ID       mJ BIdentificador d'Unitat de Control"PLA_Planificat       mp hIdentificador de la versi planificada (pla de base)PLA_Actual       mB :Indicador de la versi actual& PLA_UltimIdTasca   D <ltim identificador de tasques   0   m("PLA_UltimIdLligam   D <ltim identificador de lligams   0   m("PLA_IntervalCodis   ` XInterval entre codis d'usuari de les tasques   10   mPLA_CAL_ID   j bCodi del calendari per defecte del Pla de Treball    m& PLA_NoRestrictiu   \ TIndicador d'anlisi temporal no restrictiu Yes/No   j<$Pla_ConfigGantt   A2,PLA_AssignatPressupost  G.(PLA_AjustRepartiment    07PLA_NouGantt    0SLVALcMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacese P HPer cada tasca d'una versi d'un Pla, cont les lnies de pressupost associades, amb el % d'associaci, la quantitat associada i l'import certificat fins el moment.TLI_TAS_ID       mD <Identificador de tasca del plaTLI_NIV_ID       mT LIdentificador de nivell del pressupostTLI_LIN_ID       mR JIdentificador de lnia del pressupostTLI_SIS_ID       mJ BIdentificador d'Unitat de ControlTLI_Assignat       m: 2Quantitat total assigandaTLI_VPL_ID       mF >Identificador de versi del pla$TLI_PerAssignat       m0 (Percentatge assignat,&TLI_TotalCertificat   T LImport total certificat fins el moment    m3$TLI_PerRomanent  3$TLI_FixatPerRom   LVALs6R IMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces | tCont les dades de cada element simple o compost del Banc.ELE_TEL_ID       mH @Identificador de tipus d'elementELE_FAM_ID       m8 0Identificador de famlia ELE_ID       m< 4Identificador de l'element,&ELE_UnitatAmidament       m, $Unitat d'amidament ELE_Rendiment       m Rendiment (sols per EC, per els seus ES de m d'obra i maquinria)ELE_Preu       m zPreu de l'element a tenir en compte amb % i coef. ja aplicatsELE_CodiITEC       m$ Codi de l'ITEC& ELE_TotalMaDObra       mt lSuma dels imports dels ES de m d'obra que el composen,&ELE_TotalMaquinaria       mv nSuma dels imports dels ES de maquinria que el composen("ELE_TotalMaterial       mr jSuma dels imports dels ES de material que el composen2,ELE_TotalSenseDespeses       m8 0Suma dels tres anteriors& ELE_Justificacio      mB :Flag de SI/NO t justificaciELE_SIS_ID       mJ BIdentificador d'Unitat de Control"ELE_Descripcio      6 .Descripci de l'element"ELE_CTE_TEL_ID   v nIdentificador de tipus d'element de la condici tcnica    m"ELE_CTE_FAM_ID   f ^Identificador de famlia de la condici tcnica    mO*$ELE_CTE_ELE_PAR_ID    Identificador d'element o partida (a blancs si la condici tcnica s per una famlia) de la condici tcnica    m60ELE_PerDespesesAuxiliars   J BPercentatge de despeses auxiliars    m0*ELE_DespesesAuxiliaSLVALcrs   R JImport calculat de despeses auxiliars    mELE_Aplec   T LIndicador de si el material s d'aplec Yes/No   j0*ELE_IndBancReferencia   p hIndicador d'element provinent del banc de referncia Yes/No   j2,ELE_IndSisquilloOrigen   ~ vIndicador d'element provinent de l'Unitat de Control origen Yes/No   j$ELE_Procedencia   f ^Unitat de Control de la que procedeix l'element    m$ELE_Renumerable   x pIndicador de si el nmero dels preus s renumerable o no True/False   j True"ELE_NumeroPreu   B :Nmero del preu pels llistats    mELE_ID_FIE       mP HCodi de l'element en format FIEBDC-3ELE_Discret      m Indicador de si l'element prov de la part discreta del fixter FIEBDC3ELE_NomCurt   2 *Nom curt de l'element    m5& ELE_PreuOriginal  3$ELE_DataCreacio  ;,&ELE_DataModificacio  BELE_CONCEPTE     ET:"ELE_CodGeneric   L4.ELE_CodFabricantArticle   8 ELE_Fabricant   D,&ELE_DescParametrica   -ELE_Densitat  )ELE_VForma  )ELE_VFisic  3$ELE_Esponjament  )ELE_Consum   AYNKKY  Y p Y >Y Y Y Y Y  Y $Y  ,Y  4Y  <Y  DY  LME_SIS_IDME_CodiITeCME_IdMatME_TipusME_VFisicME_VFormaME_DensitatME_ContaminaME_RendimentME_VolumME_MassaME_ConsumME_ResiduAbsME_ResiduPer K6 YPrimaryKeyvvv10@0@# YN  NNY  Y p Y >Y Y  Y  Y Y  Y    Y  Y  8Y  @MAT_SIS_IDMAT_IdMatMAT_DescripcioMAT_EnergiaMAT_CO2MAT_DensitatMAT_T80RMAT_TipusMAT_TCER MAT_UAMAT_MasaMAT_Volum  N7 YPrimaryKey  @ @   `e @ b` @ H,9u` p}}vvv1 7 a 99999< <!<"<#<$?%?&?'?(?)B*B+B,B-B.E/E0E1E2E3H4H5H6H7H8K9K:K;K<K=N>N?N@NANBQCQDQEQFQGTHTITJTKTLWWWWWZZZZZ ] ] ] ] ]`````cccccfffffiii i!i"l#l$l%l&l'o(o)o*o+o,r-r.r/r0r1u2u3u4u5u6x7x8x9x:x;{<{={>{?{@~A~B~C~D~EFGHIJK      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJK      !"#$%&'()*+12345,-./06789:;<=>?@ABCDJ J J J  !" #$%JU>@V>@MaterialElementN@@@@@@@@@@> C.7@C.7@DataCertificacioPrevisioResumN\\\\\\\\\\Z C.7@C.7@CertLiniaCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertResumCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertPlaCertResumNBBBBBBBBBB@ C.7@C.7@LiniaResum_LiniaNBBBBBBBBBB@ C.7@C.700 LVAL) MR2PRequiredAllowZeroLengthDescriptionsRLI_SIS_ID J BIdentificador d'Unitat de ControloRLI_VPL_ID F >Identificador de versi del playRLI_RES_ID P HIdentificador de tasca resum del pla}RLI_NIV_ID T LIdentificador de nivell del pressupostRLI_LIN_ID  R JIdentificador de lnia del pressupostgRLI_Assignat : 2Quantitat total assigandac$RLI_PerAssignat 0 (Percentatge assignat,&RLI_TotalCertificat T LImport total certificat fins el momenth\ TPer cada tasca resum d'una versi d'un Pla, cont les lnies de pressupost associades, amb el % d'associaci, la quantitat associada i l'import certificat fins el moment.3$RLI_PerRomanent 3$RLI_FixatPerRom 7YNQQY  Y ~ Y  Y  Y P Y RMA_SIS_IDRMA_T80RRMA_T5RRMA_T3CRMA_TCERRMA_DescripcioQ8YPrimaryKeyJU>@U>@MaterialElementN@@@@@@@@@@> C.7@C.7@DataCertificacioPrevisioResumN\\\\\\\\\\Z C.7@C.7@CertLiniaCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertResumCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertPlaCertResumNBBBBBBBBBB@ C.7@C.7@LiniaResvvv1 7 a           !" #!$"%#&$'% & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 ; < = > ? @ A B C D E F !G "H #I $J %K &L 'M7N7O7P7Q7R7S7T7U7V7 W7 X7 Y7 Z7 [7\7]7^7_7`7a7b7c7d7e7f7g7h7i7j7k7l7m7 n7!o7"p7#q7$r7%s^t^u^v^w^x^y^z^{^|^ }^ ~^ ^ ^ ^^^^^^^^^^^^^^^^ ^!^"^#^$^%^&^'^(   ( ) *^)^*^+"%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNQTWZ]`cfilor u!x"{#~$%&MU>@U>@MaterialsN44444444442 JU>@U>@MaterialElementN@@@@@@@@@@> C.7@C.7@DataCertificacioPrevisioResumN\\\\\\\\\\Z C.7@C.7@CertLiniaCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertResumCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertPlaCertResumNBBBBBBBBBB@ C.7@C.7@LiniaResum_LiniaNBBBBBBBBBB@ C.7@C.788HLVALnn```MR2PRequiredAllowZeroLengthDescription_OCL_SIS_ID 6 .Identificador de l'obraoOCL_IdOC J BIdentificador de l'ordre de canvi'OCL_Ordre )OCL_NIV_ID 6OCL_CodiItec  MR2PRequiredAllowZeroLengthDescription_OCV_SIS_ID 6 .Identificador de l'obraoOCV_IdOC J BIdentificador de l'ordre de canviOCV_CodiItec   |Codi de la partida contradictria associada a l'ordre de canvi2& Ordres de canviMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatDecimalPlacesInputMaskCaptionDefaultValueRequiredDisplayControlAllowZeroLength ~ vPer cada perode de certificaci, i per cada relaci entre tasca i lnea de pressupost, cont el que s'ha certificat de la lnia per aquella tasca i el % d'associaci entre lnea i tasca.CTL_SIS_ID   J BIdentificador d'Unitat de Control    mCTL_VPL_ID   F >Identificador de versi del pla    mCTL_TAS_ID   D <Identificador de tasca del pla    mCTL_NIV_ID   T LIdentificador de nivell del pressupost    mCTL_LIN_ID   R JIdentificador de lnia del pressupost   mCTL_CPR_ID   T LIdentificador (nmero) de certificaci    mCTL_Import   * "Import certificat    m$CTL_PerAssignat   B :% Assignat ajust certificaci    m  -15& CTL_FixatPerCert qYDNTTY  Y  Y  Y DMA_SIS_IDDMA_TaulaDMA_CodiDMA_DescripcioTTLBT9daYPrimaryKeyMU>@V>@MaterialsN44444444442 JU>@U>@MaterialElementN@@@@@@@@@@> C.7@C.7@DataCertificacioPrevisioResumN\\\\\\\\\\Z C.7@C.7@CertLiniaCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertResumCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertPlaCertResumNBBBBBBBBBB@ C.7@C.7@LiniaResvvv1 7 a  IM G' xFoapȐ! * M 1GPU>@V>@RelacioMAN44444444442 MU>@V>@MaterialsN44444444442 JU>@U>@MaterialElementN@@@@@@@@@@> C.7@C.7@DataCertificacioPrevisioResumN\\\\\\\\\\Z C.7@C.7@CertLiniaCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertResumCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertPlaCertResumNBBBBBBBBBB@ C.7@C.7@LiniaResum_LiniaNBBBBBBBBBB@ C.7@C.788 YNXXYY Y OCV_SIS_IDOCV_IdOCOCV_CodiItecLdLX]eDCCiXiY^YfY Y.rC.rD"PartidaOrdreCanviPrimaryKey>YS T NWWY  Y  Y AMA_SIS_IDAMA_CodiAMA_NomCurtW:YPrimaryKey99999< <!<"<#<$?%?&?'?(?)B*B+B,B-B.E/E0E1E2E3H4H5H6H7H8K9K:K;K<K=N>N?N@NANBQCQDQEQFQGTHTITJTKTLWWWWWZZZZZ ] ] ] ] ]`````cccccfffffiii i!i"l#l$l%l&l'o(o)o*o+o,r-r.r/r0r1u2u3u4u5u6x7x8x9x:x;{<{={>{?{@~A~B~C~D~EFGHIJK      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJK      !"#$%&'()*+12345,-./06789:;<=>?@ABCDJ J J J J M M M M M  !" #$%PU>@U>@RelacioMAN44444444442 MU>@V>@MaterialsN44444444442 JU>@U>@MaterialElementN@@@@@@@@@@> C.7@C.7@DataCertificacioPrevisioResumN\\\\\\\\\\Z C.7@C.7@CertLiniaCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertResumCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertPlaCertResumNBBBBBBBBBB@ C.7@C.7@LiniaResvvv1 7 a  j          !" #!$"%#&$'% & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 ; < = > ? @ A B C D E F !G "H #I $J %K &L 'M7N7O7P7Q7R7S7T7U7V7 W7 X7 Y7 Z7 [7\7]7^7_7`7a7b7c7d7e7f7g7h7i7j7k7l7m7 n7!o7"p7#q7$r7%s^t^u^v^w^x^y^z^{^|^ }^ ~^ ^ ^ ^^^^^^^^^^^^^^^^ ^!^"^#^$^%^&^'^(   ( ) *^)^*^+"%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3 6 9 <?BEHKNSU>@U>@DefinicioMAN88888888886 PU>@U>@RelacioMAN44444444442 MU>@V>@MaterialsN44444444442 JU>@U>@MaterialElementN@@@@@@@@@@> C.7@C.7@DataCertificacioPrevisioResumN\\\\\\\\\\Z C.7@C.7@CertLiniaCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertResumCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertPlaCertResumNBBBBBBBBBB@ C.7@C.7@LiniaResum_LiniaNBBBBBBBBBB@ C.7@C.788v1hX  YN  ZZY  Y @Y  Y NY  Y ؀Y  Y  Y |Y  EMA_SIS_IDEMA_CodiEMA_TipusEMA_Descr EMA_OkEMA_NotesEMA_esborrarOk NotesesborrarP G' xFoapȐ! * P 1GTs/^w=d# zDGl/* PO PLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p SU>@V>@DefinicioMAN88888888886 PU>@U>@RelacioMAN44444444442 MU>@V>@MaterialsN44444444442 JU>@U>@MaterialElementN@@@@@@@@@@> C.7@C.7@DataCertificacioPrevisioResumN\\\\\\\\\\Z C.7@C.7@CertLiniaCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertResumCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertPlaCertResumNBBBBBBBBBB@ C.7@C.7@LiniaResdvt 7 a  j           !" #!$"%#&$'% & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 ; < = > ? @ A B C D E F !G "H #I $J %K &L 'M7N7O7P7Q7R7S7T7U7V7 W7 X7 Y7 Z7 [7\7]7^7_7`7a7b7c7d7e7f7g7h7i7j7k7l7m7 n7!o7"p7#q7$r7%s^t^u^v^w^x^y^z^{^|^ }^ ~^ ^ ^ ^^^^^^^^^^^^^^^^ ^!^"^#^$^%^&^'^(   ( ) *^)^*^+"%(+. 1!4"7#:$=%A&E'H(L)O*R+V,Z-^.acechclcocrc{cccc c c c c ccccccccccccccccccc c!c"c#c$c%c&c'c(c)c*c+c, c- c.c/!$'*- 0 3VU>@V>@ApartatsMAN66666666664 SU>@V>@DefinicioMAN88888888886 PU>@U>@RelacioMAN44444444442 MU>@V>@MaterialsN44444444442 JU>@U>@MaterialElementN@@@@@@@@@@> C.7@C.7@DataCertificacioPrevisioResumN\\\\\\\\\\Z C.7@C.7@CertLiniaCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertResumCertResum_LiniaNRRRRRRRRRRP C.7@C.7@CertPlaCertResumNBBBBBBBBBB@ C.7@C.7@LiniaResum_LiniaNBBBBBBBBBB@ C.7@C.7@ResumResum_LiniaNBBBBBBBBBB@ 6@C.7@PrevisioResumN@ IvEwF x G   y f R ? , q @ - r A . sB/tC0 0 mYF2d3 LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N } G' xFoapȐ! * } 1GTs/^w=d# zDGl/* }O }LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p }N z G' xFoapȐ! * z 1GTs/^w=d# zDGl/* zO zLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p zN t G' xFoapȐ! * t 1GTs/^w=d# zDGl/* tO tLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p tN O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N f G' xFoapȐ! * f 1GTs/^w=d# zDGl/* fO fLJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p fN ^ G' xFoapȐ! * ^ 1GTs/^w=d# zDGl/* ^O ^LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p ^N U G' xFoapȐ! * U 1GTs/^w=d# zDGl/* UO ULJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p  U ,YN--YYYY  Y POCL_SIS_IDOCL_IdOCOCL_OrdreOCL_NIV_IDOCL_CodiItec_dP-1iIPer-joYUY2OrdreCanviOrdreCanviLiniaPrimaryKeyLVAL|9bMR2ValidationRuleValidationText FilterOrderByOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  xCont les dades de totes les tasques d'una versi d'un Pla. TAS_ID       mB :Identificador intern de tasca"TAS_Descripcio       m4 ,Descripci de la tascaTAS_RES_ID       mR JIdentificador de resum al que pertanyTAS_NumOrdre       mH @Nmero d'ordre de la tasca/resumTAS_Inici     8 0Data d'inici de la tasca|TAS_Final     4 ,Data de fi de la tascaTAS_Durada       m, $Durada de la tascaTAS_Cost       m: 2Cost econmic de la tascaTAS_SIS_ID       mJ BIdentificador d'Unitat de ControlTAS_Remanent       m0 (Romanent de la tasca,&TAS_RestriccioInici       m4 ,Restricci de la tasca TAS_IniciReal     B :Data d'inici real de la tasca$TAS_PrimerInici     H @Data de primer inici de la tasca"TAS_UltimInici     D <Data d'ltim inici de la tasca,&TAS_RestriccioFinal       m: 2Restricci fi de la tasca TAS_FinalReal     4 ,Data de fi de la tasca$TAS_PrimerFinal     B :Data de primer fi de la tasca"TAS_UltimFinal     D <Data de l'ultim fi de la tasca TAS_FolgInici       mD <Folgana a l'inici de la tasca TAS_FolgFinal       mB :Folgana al final de la tasca$TAS_FolgInterna       m@ 8Folgana interna de la tasca TAS_FolgTotal       m< 4Folgana total de la tascaTAS_CAL_ID       mT LIdentificador de calendar%LVAL5i de la tascaTAS_DCO_ID       mn fIdentificador de la funci de distribuci de costosTAS_Complert       m@ 8Durada complerta de la tasca"TAS_PerProgres       mH @Percentatge complert de la tascaTAS_VPL_ID       mF >Identificador de versi del pla60TAS_ActualitzacioPendent    NO USAT Yes/No   jqTAS_Camp1    NO USAT    mqTAS_Camp8    NO USAT    mqTAS_Camp7    NO USAT    mqTAS_Camp6    NO USAT    mqTAS_Camp5    NO USAT    mqTAS_Camp4    NO USAT    mqTAS_Camp3    NO USAT    mqTAS_Camp2    NO USAT    mTAS_Codi   L DIdentificador d'usuari de la tasca    mTAS_CoordX   4 ,Coordenada X del Perth    mTAS_CoordY   4 ,Coordenada Y del Perth    m"TAS_FolgLliure   > 6Folgana lliure de la tasca    m0TAS_Notes   5& TAS_Comportament  LVAL[l{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conjunt de perfils que formen el bastiment i la fulla o fulles de l\'92element de tancament, i el bastiment de la caixa de persiana, si \'e9s el cas, llistons de vidre, perfils elastom\'e8rics per a la subjecci\'f3 del vidre, falques, i tots els elements necessaris per a la fixaci\'f3 i segellat del vidre, aix\'ed com la ferramenta d\'92apertura i tancament.\par CARACTER\'cdSTIQUES GENERALS:\par Tots els perfils que conformen el bastiment i la fulla o fulles de l'element han de ser del material indicat a la descripci\'f3 del mateix.\par L'element ha de complir les condicions subjectives requerides per la DF.\par El moment d'in\'e8rcia dels perfils no solidaris amb l'obra ha de permetre que un cop sotmesos a les condicions previsibles m\'e9s desfavorables, la seva fletxa sigui < 1/300 de la seva llarg\'e0ria.\par La qualitat de la ferramenta no ha de rebaixar la qualitat que tingui el tancament practicable sense aquesta ferramenta.\par Fixacions entre la fulla i el bastiment:\par - Fulla batent i al\'e7\'e0ria de la fulla <= 120 cm: 2 punts\par - Fulla batent i al\'e7\'e0ria de la fulla > 120 cm: 3 punts\par Els sistemes de fixaci\'f3 del vidre, els dispositius de drenatge, de segellat, de cal\'e7at i les mides i franqu\'edcies del galze, han de complir les indicacions de la UNE 85222.\par Els perfils han de provenir de l'extrusi\'f3 del totxo d'alumini.\par El seu aspecte ha de ser uniforme, no ha de tenir esquerdes ni defectes superficials i ha de complir les especificacions de la norma UNE-EN 12020-1.\par La uni\'f3 entre els perfils s'ha de ferLVAL, ,,,,,,,,,,TTTTTMR2PRequiredAllowZeroLengthDescription_OCV_SIS_ID 6MR2PRequiredAllowZeroLengthDescription_OCL_SIS_ID 6 .Identificador de l'obra%OCL_IdOC 'OCL_Ordre )OCL_NIV_ID 6OCL_CodiItec  MR2PRequiredAllowZeroLengthDescriptionsCRL_SIS_ID J BIdentificador d'Unitat de ControloCRL_VPL_ID F >Identificador de versi del playCRL_RES_ID P HIdentificador de tasca resum del pla}CRL_NIV_ID T LIdentificador de nivell del pressupostCRL_LIN_ID  R JIdentificador de lnia del pressupost}CRL_CPR_ID T LIdentificador (nmero) de certificaciSCRL_Import * "Import certificatu$CRL_PerAssignat B :% Assignat ajust certificaci Per cada perode de cMR2PRequiredAllowZeroLengthDescriptionsCRL_SIS_ID J BIdentificador d'Unitat de ControloCRL_VPL_ID F >Identificador de versi del playCRL_RES_ID P HIdentificador de tasca resum del pla}CRL_NIV_ID T LIdentificador de nivell del pressupostCRL_LIN_ID  R JIdentificador de lnia del pressupost}CRL_CPR_ID T LIdentificador (nmero) de certificaciSCRL_Import * "Import certificatu$CRL_PerAssignat B :% Assignat ajust certificaci Per cada perode de certificaci, i per cada relaci entre tasca resum i lnea de pressupost, cont el que s'ha certificat de la lnia per aquella tasca resum i el % d'associaci entre lnea i tasca resum.5& CRL_FixatPerCert MR2OrderByOnColumnWidthColumnOrderColumnHiddenDescriptionRequiredAllowZeroLengthDisplayControlValidationRuleValidationText FilterOrderBy FormatInputMaskCaptionDefaultValueOrientationDefaultView l dEstats o subtipus possibles en els que es pot trobar una Unitat de Control. Es defineixen al crear l'UC o des de dades generals. L'usuari pot definir-ne al marge d'aquesta taula.  "SBT_Descripcio   6 .Descripci del subtipus   m-LVALЂ ̂̂̂̂̂̂̂̂̂̂̂̂̂_MR2PRequiredAllowZeroLengthDescription_OCP_SIS_ID 6 .Identificador de l'obraoOCP_IdOC J BIdentificador de l'ordre de canviOCP_Ordre  Nmero d'ordre de la partida de la justificaci de l'ordre de canviOCP_CodiItec  t lCodi la partida de la justificaci de l'ordre de canviV OCP_UA  , $Unitat d'amidamentV"OCP_Descripcio   Descripci5OCP_Preu  PreuI OCP_Amidament  AmidamentMR2PRequiredAllowZeroLengthDescription_OCP_SIS_ID 6 .Identificador de l'obraoOCP_IdOC J BIdentificador de l'ordre de canviOCP_Ordre  Nmero d'ordre de la partida de la justificaci de l'ordre de canviOCP_CodiItec  t lCodi la partida de la justificaci de l'ordre de canviV OCP_UA  , $Unitat d'amidamentV"OCP_Descripcio   Descripci5OCP_Preu  PreuI OCP_Amidament  Amidamentxl dPartides que generaran el preu de l'ordre de canviMR2PRequiredAllowZeroLengthDescription_OCL_SIS_ID 6 .Identificador de l'obraoOCL_IdOC J BIdentificador de l'ordre de canviOCL_Ordre j bNmero d'ordre de la lnia de pressupost afectadaOCL_NIV_ID  xCodi del captol (nivell) de la lnia de pressupost afectadaOCL_CodiItec  r jCodi de la partida de la lnia de pressupost afectadazn fLinies de pressupost afectades per l'ordre de canvi/ YNggYYY Y  Y P YY YOCP_SIS_IDOCP_IdOCOCP_OrdreOCP_CodiItec OCP_UAOCP_DescripcioOCP_PreuOCP_AmidamentghgkYUY6OrdreCanviOrdreCanviPartidaPrimaryKeyggHv1bhh f U ^ fLVAL per soldadura, reblons d'aliatge d'alumini, cargols autorroscants o cargols amb rosca m\'e8trica.\par Gruix de la paret dels perfils: >= 1,5 mm\par Tipus d\'92alumini:\par - Aliatge EN AW-6060 (UNE 38350)\par - Aliatge EN AW-6063 (UNE 38337)\par C\'e0rrega de trencament (per a un gruix <= 25 mm, UNE 38337): >= 130 N/mm2\par Toler\'e0ncies:\par - Les toler\'e0ncies dels perfils han de complir les especificacions de la UNE-EN 12020-2.\par FINESTRES O BALCONERES:\par Permeabilitat a l\'92aire (UNE-EN 1026): fuga per superf\'edcie total i per junts d\'92obertura a una sobrepressi\'f3 de 100 Pa. L\'92element classificat segons UNE-EN 12207, ha de complir algun dels dos valors seg\'fcents:\par - Classe 0: Sense classificar\par - Classe 1: (assaig a 150 Pa): <= 50 m3/hm2 i <= 12,50 m3/hm\par - Classe 2: (assaig a 300 Pa): <= 27 m3/hm2 i <= 6,75 m3/hm\par - Classe 3: (assaig a 600 Pa): <= 9 m3/hm2 i <= 2,25 m3/hm\par - Classe 4: (assaig a 600 Pa): <= 3 m3/hm2 i <= 0,75 m3/hm\par Estanquitat a l\'92aigua (UNE-EN 1027): Ha de complir els valors corresponents a la seva classe segons UNE-EN 12208\par Resist\'e8ncia al vent (UNE-EN 12211): Ha de complir els valors corresponents a la seva classe segons UNE-EN 12210\par Ha d'incorporar tots els mecanismes (pomel\'b7les, frontisses, etc.) pel seu funcionament correcte, obertura i tancament, i els tapajunts.\par Les finestres o balconeres han de ser considerades aptes en fer tots i cadascun dels assaigs de maltractament (UNE 85203) i (UNE 85215) i els assaigs del dispositiu de situaci\'f3 i obertura restringida de les mateixes normes.\par Sistema de tancament:\par - Una fulla batent i al\'e7\'e0ria de la fulla <= 120 cm: 2 punts\par - Una fulla batent i al\'e7\'e0ria de la fulla > 120 cm: 3 punts\par - Dues fulles batents: 3 punts\par - Corredissa: 1 punt\par La part inferior del bastiment i del travesser inferior de les fulles, han de tenir perforacions que permetin la sortida de l'aigua infiltrada o condensada.\par PORTES:\par Si l\'92element pot formar par @  4(  @ @( LVALMR2jRequiredAllowZeroLengthDescriptionDefaultValuekALE_SIS_ID B :Identificador de l'U.C.(banc)yALE_AGL_ID P HIdentificador de l'Agrupaci de LotslALE_ASS_ID  : 2Identificador de l'AssaigALE_PRR_ID  Z RIdentificador de la Propietat de l'AssaigQ"ALE_NPROPIETAT  Ordre InternpALE_UACat  @ 8Unitat d'Amidament en CataltALE_UACas  D <Unitat d'Amidament en CastellALE_PROMIG t lValor obtingut per l'assaig o la propietat de l'assaig ALE_DESVIACIO ~ vDesviaci obtinguda per l'assaig o la propietat de l'assaignALE_CUMPLEIX  8 0Cumpleix l'especificaciw& ALE_NUMRESULTATS B :Nmero d'assaigs amb resultat"ALE_NUMFORAESP X PNmero de resultats fora d'especificacipALE_ESPALFA  < 4Especificaci alfanumricaYALE_ESPMIN 0 (Especificaci mnimaYALE_ESPMAX 0 (Especificaci mximaSALE_TOLMIN * "Tolerncia mnimaSALE_TOLMAX * "Tolerncia mximavj bResultats de l'Estadstica de l'Agrupaci de Lots7ALE_VALORMIN   07ALE_VALORMAX   0Calendari genric VEN.2# v @ @ @ @XREVISIOPResum VEN.2ocV[y8u  (22>2$PAR_DESCQPartidaPartida@w<<0" LVAL SELECT TRP_PO_ID AS PAR_ID, TRP_TRA_ID AS TRA_ID FROM Q_FREQASSAIGPO, Q_TRAMPO, Q_ASSAIG WHERE TRP_PO_ID = FRP_PO_ID AND FRP_SIS_ID = TRP_SIS_ID AND ASS_SIS_ID = TRP_SIS_ID AND ASS_ID = FRP_ASS_ID AND TRP_SIS_ID = %1 AND (ASS_DescripcioCAS LIKE "*%2*" OR FRP_ASS_ID LIKE "*%3*")qYDN{{YY Y  YSUF_SIS_ID SUF_IDSUF_NOMSUF_SIGNATURAg{|YPrimaryKey{{v1xXXz@uYDN~~Y Y (YYSLL_SIS_IDSLL_IDLLISTATSLL_PeriodeSLL_IdSig~YPrimaryKeyv1x } fiQkkohfYYfhfYf+=*#=2  @ @REV @ @m VEN.2otINDEXREVZZZZTasca fi VEN.2 0*#=2  @ @REV @ @m VEN.2otINDEXREV0000Tasca inici VEN.2 0LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de claveguer\'f3 amb tub de PVC.\par S\'92han considerat les col\'b7locacions seg\'fcents:\par - Penjat del sostre\par - En rasa, sobre llit d\'92assentament de sorra\par - En rasa, sobre llit d\'92assentament de sorra i amb reblert de sorra\par - En rasa, sobre solera de formig\'f3 i llit d\'92assentament de sorra\par - En rasa, sobre solera de formig\'f3, llit d\'92assentament de sorra i amb reblert de sorra\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Penjat del sostre:\par - Col\'b7locaci\'f3 de les abra\'e7adores de subjecci\'f3 del tub\par - Col\'b7locaci\'f3 i uni\'f3 dels tubs\par - Col\'b7locaci\'f3 de les peces necess\'e0ries en els punts singulars (per a canvis de direcci\'f3, connexions, etc.)\par - Realitzaci\'f3 de proves sobre la canonada instal\'b7lada\par En rasa:\par - Execuci\'f3 de la solera de formig\'f3, en el seu cas\par - Preparaci\'f3 del llit amb sorra compactada\par - Col.locaci\'f3 dels tubs\par - Segellat dels tubs\par - Realitzaci\'f3 de proves sobre la canonada instal.lada\par - Rebliment amb sorra fins a la cota indicada a la partida d\'92obra, en el seu cas\par CONDICIONS GENERALS:\par El tub ha de seguir les alineacions indicades a la DT. Ha de quedar a la rasant prevista i amb el pendent definit per a cada tram.\par El junt entre els tubs \'e9s correcte si els di\'e0metres interiors queden alineats. S'accepta un ressalt <= 3 mm.\par Els junts han de ser estancs a la pressi\'f3 de prova, han de resistir els esfor\'e7os mec\'e0nics i no han de produir alteracionsLVAL apreciables en el r\'e8gim hidr\'e0ulic de la canonada.\par El pas a trav\'e9s d'elements estructurals s'ha de protegir amb un contratub de secci\'f3 m\'e9s gran.\par La franqu\'edcia entre el tub i el contratub s'ha d'ataconar amb massilla.\par Les unions entre els tubs han d\'92estar fetes amb els procediments i materials aprovats pel fabricant.\par El claveguer\'f3 no ha de tenir, en el sentit del recorregut descendent, reduccions de secci\'f3 en cap punt.\par Ha de ser estanc a l\'92aigua a una pressi\'f3 >= 0,3 bar i <= 1 bar\par Ha de ser estanc a l\'92aire a una pressi\'f3 >= 0,5 bar i <= 1 bar\par Ha de ser estanc al fum a una pressi\'f3 de gasos de 250 Pa\par PENJAT DEL SOSTRE:\par El claveguer\'f3 muntat ha de quedar fixat s\'f2lidament a l'obra, amb el pendent determinat per a cada tram.\par Els tubs s\'92han de subjectar per mitj\'e0 d\'92abra\'e7adores, repartides a intervals regulars.\par Les abra\'e7adores han de ser regulables, de ferro galvanitzat i amb folre interior el\'e0stic.\par Els trams instal\'b7lats mai no han de ser horitzontals o en contrapendent.\par Els trams rectes, els acoblaments i els canvis de direcci\'f3 han de disposar de registres formats per peces especials.\par Separaci\'f3 entre registres: <= 15 m\par Pendent: >= 1 %\par Dist\'e0ncia entre les abra\'e7adores: <= 150 cm\par Fletxa: <= 0,3 cm\par Separaci\'f3 amb la cara inferior del sostre: >= 5 cm\par Franqu\'edcia entre tub i contratub: 10 \'96 15 mm\par COL\'b7LOCACI\'d3 AL FONS DE LA RASA:\par Han de quedar centrats i alineats dins de la rasa.\par Els tubs han de quedar recolzats en tota la seva llarg\'e0ria sobre un llit de material granular o terra lliure de pedres.\par El llit de sorra ha de quedar pla, anivellat i a la fond\'e0ria prevista a la DT.\par La canonada ha de quedar protegida dels efectes de les c\'e0rregues exteriors, del tr\'e0nsit (en el seu cas), inundacions de la rasa i de les variacions t\'e8rmiques.\par En cas de coincid\'e8ncia de canonades d'aigua potable i de sanejament, les dLVALy'aigua potable han de passar per un pla superior a les de sanejament i han d'anar separades tangencialment 100 cm.\par Un cop instal\'b7lada la canonada, i abans del reblert de la rasa, han de quedar fetes satisfact\'f2riament les proves de pressi\'f3 interior i d\'92estanquitat en els trams que especifiqui la DF.\par Pendent: >= 2%\par Dist\'e0ncia de la generatriu superior del tub a la superf\'edcie en zones de tr\'e0nsit rodat: >= 80 cm\par En el cas de tubs de PVC-U con pressi\'f3 enterrats que transportin aigua es recomana una al\'e7ada m\'ednima de 0,90m. sempre que estiguin a l\'92abric de les gelades.\par Per a tubs instal.lats sota zones de tr\'e0nsit intens o que no sigui possible mantenir l\'92al\'e7aria de 0,90m. es requerir\'e0 una protecci\'f3 addicional.\par Ampl\'e0ria de la rasa: >=di\'e0metre exterior + 500 mm i >= 0,60 m\par Gruix llit d\'92assentament de sorra: >= 10 + di\'e0metre exterior / 10 cm\par La dist\'e0ncia entre les canonades enterrades de PVC a pressi\'f3 i fonaments o d\'92altres instal.lacions enterrades >= 0,4m. en condicions normals.\par SOBRE SOLERA DE FORMIG\'d3:\par La solera ha de quedar plana, anivellada i a la fond\'e0ria prevista a la DT.\par El formig\'f3 ha de ser uniforme i continu. No ha de tenir esquerdes o defectes de formigonament com disgregacions o buits a la massa.\par Gruix solera de formig\'f3: 15 cm\par REBLERT AMB SORRA:\par El material s'ha d'estendre per tongades successives sensiblement paral\'b7leles a la rasant final.\par El gruix de la tongada ha de ser uniforme i ha de permetre la compactaci\'f3 prevista d'acord amb els mitjans que s'utilitzin.\par El material que s\'92utilitzi ha de complir les especificacions fixades en el plec de condicions corresponent.\par La sorra ha de ser neta, lliure de pedres i d\'92altres materials estranys.\par Gruix tongades rebliment: 10 cm\par Rebliment amb sorra: fins 30 cm per sobre del nivell superior del tub\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par La de@P "L  @  QLVAL qqqqqqqqqMR2PRequiredAllowZeroLengthDescrMR2PRequiredAllowZeroLengthDescription_CLR_SIS_ID 6 .Identificador de l'U.C.k CLR_ID J BIdentificador de la classificaci@("CLR_DescripcioCAT MR2PRequiredAllowZeroLengthDescription_CLR_MR28RequiredAllowZeroLength)REV_SIS_ID .REV_Codi  'REV_Volum -REV_Abocador )REV_Propia 'REV_Altre MR2RequiredValidationRuleAllowZeroLengthDescriptionDisplayControlkFRP_SIS_ID B :Identificador de l'U.C.(banc)FRP_Ver_Qua  "1" OR "2"n fVersi de la freqncia (1: planejament, 2:progrs)oFRP_TRA_ID F >Identificador del node del tram|FRP_PO_ID  L DIdentificador de la partida d'obrajFRP_TC_ID  : 2Codi del tipus de controlnFRP_ASS_ID  < 4Codi de l'assaig o conjunteFRP_Unic 6 .L'assaig ha de ser nic j[FRP_Minim 4 ,Nombre d'assaigs mnimYFRP_FVolum 0 (Freqncia per volumrFRP_UVolum  @ 8Unitat d'amidament per volummFRP_FTemps D <Freqncia per temps (No Usat)FRP_UTemps  T LUnitat d'amidament per temps (No Usat){$FRP_TipusCalcul H @Tipus de clcul de la freqnciaFRP_DisTemps X PTipus de distribuci per temps (No Usat) FRP_Corrector T LCorrector d'amidament de la freqnciaiFRP_RES_PRES < 4Resultat segons pressuposteFRP_IMP_PRES 8 0Import segons pressupostiFRP_RES_CERT < 4Resultat segons certificateFRP_IMP_CERT 8 0Import segons certificatcFRP_RES_ESTI 6 .Resultat segons estimat_FRP_IMP_ESTI 2 *Import segons estimat Agrupacions de freqncies d'assaigs segons Partides d'obra i TC5& FRP_RES_CERT_MAN {$FRP_RES_PREVIST H @Resultat segons Previst Setmanalw$FRP_IMP_PREVIST D <Import segons Previst Setmanal;,&FRP_TeDetallResCert @("FRP_DetallResCert  A2,FRP_TeDetallResCertMan F.(FRP_DetallResCertMan  LVAL8MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces] H @Cont les quantitats certificades i estimades per lnia i perode. Noms es creen registres per aquelles lnies i perode en les que s'ha introdut alguna dada.CLI_NIV_ID       m Identificador d'activitat pare de la lnea de pressupost a certificarCLI_LIN_ID       mp hIdentificador de la lnea de pressupost a certificarCLI_CPR_ID       mT LIdentificador (nmero) de certificaci0*CLI_AmidamentDetallat      m| tIndicador d'amidament detallat de la quantitat certificada& CLI_Certificacio       m0 (Amidament certificatCLI_Teoric       m> 6Amidament teric certificat& CLI_Proporcional       m Amidament final estimat a certificar obtingut per extrapolaci proporcionalCLI_Additiu       mD <dem per extrapolaci additiva CLI_Estimacio       mP HAmidament final estimat a certificar4.CLI_EstimacioConfirmada      m Indicador de que l'usuari ha confirmat ha introdut o confirmat l'estimaci final("CLI_PressupostCAA       m Amidament pressupostat amb coeficient d'adjudicaci aplicat (CAA),&CLI_CertificacioCAA       m@ 8Amidament certificat amb CAA CLI_TeoricCAA       mN FAmidament teric certificat amb CAA,&CLI_ProporcionalCAA       m Amidament final estimat a certificar obtingut per extrapolaci proporcional amb CAA"CLI_AdditiuCAA       mT Ldem per extrapolaci additiva amb CAA& CLI_EstimacioCAA       m` XAmidament final estimat a certificar amb CAA LVAL CLI_SIS_ID       mJ BIdentificador d'Unitat de Control(2,CLI_AmidDetallatOrigen    Indica si l'amidament detallat ha de ser mostrat com "A Origen" o com "Peridic" Yes/No   j_60CLI_CertificacioAnterior    Indica la certificaci "A Origen" del primer perode anterior amb certificaci per aquesta lnia. NO USAT.   0   m 60CLI_AmidamentDetallatExt    Amidament detallat de la quantitat certificada per la lnia de seguiment.   5:4CLI_SituacioAdministrativa    Indica si la linia te increment d'amidament, Est no aprovada, est aprovada o Liquidada    m/ CLI_ADEstimat  >& CLI_ADEstimatExt   9*$CLI_AmidamentAPLEC  LVALG\{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Malles o conjunt de malles muntades, tallades i/o conformades, per a elements de formig\'f3 armat o altres usos, manipulades a l'obra.\par CARACTER\'cdSTIQUES GENERALS:\par El di\'e0metre interior del doblegament (Di) de les barres ha de complir:\par - Doblegat a una dist\'e0ncia >= 4 D del nus o soldadura m\'e9s proper:\par +----------------------------------------------------------------------+\par \'a6 Tipus acer \'a6 Barres doblegades o corbades \'a6 Ganxos i patilles \'a6\par \'a6 \'a6------------------------------\'a6--------------------------\'a6\par \'a6 \'a6 D <= 25 mm \'a6 D > 25 mm \'a6 D < 20 mm \'a6 D >= 20 mm \'a6\par \'a6------------\'a6---------------\'a6--------------\'a6------------\'a6-------------\'a6\par \'a6 B 400 \'a6 10 D \'a6 12 D \'a6 4 D \'a6 7 D \'a6\par \'a6 B 500 \'a6 12 D \'a6 14 D \'a6 4 D \'a6 7 D \'a6\par +----------------------------------------------------------------------+\par - Doblegat a una dist\'e0ncia < 4 D del nus o soldadura m\'e9s proper: >= 20 D\par En cap cas no han d'apar\'e8ixer principis de fissuraci\'f3.\par S'han d'aplicar les toler\'e0ncies que defineix la UNE 36-831.\par\par 2.- CONDICIONS D'EXECUCI\'d3 I D'UTILITZACI\'d3\par\par CONDICIONS GENERALS:\par El doblegament de les armadures s'ha de fer en fred, a velocitat constant, de forma mec\'e0nica i amb l'ajut d'un mandr\'ed.\par En cas de desdoblegament d'armadures en calent, s'han de prendre les precaucions necessaries per a no malm LVAL etre el formig\'f3 amb les altes temperatures.\par No s'han d'adre\'e7ar els colzes excepte si es pot verificar que es realitza sense danys.\par No s'han de doblegar un nombre elevat de barres en la mateixa secci\'f3 d'una pe\'e7a.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie necess\'e0ria elaborada a l'obra, calculat amb el pes unitari te\'f2ric o qualsevol altre expressament acceptat per la DF.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia de les operacions espec\'edfiques d'aquests treballs, com ara retalls i lligaments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVAL8MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Cont les dades generals del seguiment econmic i del perode de seguiment a que fa referncia. CPR_ID       mn fNmero de certificaci (nic per Unitat de Control)CPR_DataCert      |Data de la certificaci (sol coincidir amb el dia del consell) CPR_DataInici     T LData inici del perode de certificaci CPR_DataFinal     T LData final del perode de certificaci$CPR_CertTancada      m` XIndicador de si la certificaci est tancada& CPR_CertIniciada      mb ZIndicador de si la certificaci est iniciada$CPR_CertAOrigen      mb ZIndicador de si la certificaci s "A Origen"64.CPR_RecalculPendentCert      m Indicador de si est pendent el reclcul de les certificacions. NO USAT. Sempre est recalculat.04.CPR_RecalculPendentDesv      m Indicador de si est pendent el reclcul de les desviacions. NO USAT. Sempre est recalculat.4.CPR_ImprevistosInicials       mH @Import dels imprevistos inicials2,CPR_ImprevistosActuals       mF >Import dels imprevistos actuals& CPR_RevisioPreus      mZ RIndicador de si s'aplica revisi de preusCPR_FRP_ID       mT LCodi de la frmula de revisi de preus$CPR_FRP_BOE_CNC       mR JProcedncia de la frmula (BOE o CNC)CPR_IRP_MES       m xCodi (mes) de l'ndex de la revisi de preus (tipus Mes&Any)CPR_IRP_ANY       m xCodi (any) de l'ndex de la revisi de preus (tipus Mes&Any)$CPR_IRP_BOE_CNC       mL DProcedncia de l'ndex  LVAL (BOE o CNC):4CPR_CoeficientRevisioPreus       mD <Coeficient de revisi de preus,&CPR_NumDecimalsCoef       mR JDecimals significatius del coeficient,&CPR_PerSenseRevisio       mZ RPercentatge sense dret a revisi de preusCPR_SIS_ID       mL DIdentificador d'Unitat de Control. CPR_UltimFull   b ZText variable per l'ltim Full per signatures   *$CPR_FormatDataCert   J BFormat de la data de certificaci    m& CPR_Adjudicatari     Adjudicatari    m CPR_CoefBaixa   8 0Coeficient d'adjudicaci   0   m5& CPR_PeriodeAPLEC  / CPR_CoefAPLEC  1@# {{'?~O߾'ٳǝw?8? n~c<x vla@<8  `0LVALDH\%{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Malla de barres corrugades o filferros corrugats, que es creuen perpendicularment, unides per mitj\'e0 de soldadura el\'e8ctrica als punts de contacte.\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Les barres no han de tenir defectes superficials, fissures ni bufats.\par L'armadura ha de ser neta, sense taques de greix, d'oli, de pintura, de pols o de qualsevol altre mat\'e8ria perjudicial.\par Han de portar gravades les marques d'identificaci\'f3 segons la UNE 36-068 i UNE 36-065, relatives al tipus d'acer (geometria del corrugat), pa\'eds d'origen i marca del fabricant (segons informe t\'e8cnic de la UNE 36-811).\par Els di\'e0metres nominals dels filferros corrugats s'han d'ajustar a la s\'e8rie (mm):\par 5-5,5-6-6,5-7-7,5-8-8,5-9-9,5-10-10,5-11-11,5-12-14\par Han de complir les especificacions de la UNE 36-092.\par Caracter\'edstiques dels nusos (UNE-EN ISO 15630-2):\par - C\'e0rrega de trencament dels nusos: 0,3 x Sm x Re (Sm = \'c0rea de la secci\'f3 transversal nominal de l'element sotm\'e8s aLVAL8MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces j bCont les quantitats certificades i estimades per apartat de pressupost i perode. Noms es creen registres per aquells apartats i perode en els que s'ha introdut alguna dada.CNI_CPR_ID       m4 ,Nmero de certificaciCNI_NIV_ID       ml dIdentificador del node a certificar del pressupost& CNI_Certificacio       m` XImport certificat (acumulat dels seus fills)CNI_Teoric       mn fImport teric certificat (acumulat dels seus fills)9& CNI_Proporcional       m Import final estimat a certificar obtingut per extrapolaci proporcional (acumulada dels seus fills)CNI_Additiu       mz rdem per extrapolaci additiva (acumulat dels seus fills) CNI_Estimacio       m xImport final estimat a certificar (acumulat dels seus fills)("CNI_PressupostCAA       m |Import pressupostat amb coeficient d'adjudicaci aplicat (CAA),&CNI_CertificacioCAA       mp hImport certificat amb CAA (acumulat dels seus fills) CNI_TeoricCAA       m~ vImport teric certificat amb CAA (acumulat dels seus fills)O,&CNI_ProporcionalCAA       m Import final estimat a certificar obtingut per extrapolaci proporcional amb CAA (acumulada dels seus fills)"CNI_AdditiuCAA       m dem per extrapolaci additiva amb CAA (acumulat dels seus fills)& CNI_EstimacioCAA       m Import final estimat a certificar amb CAA (acumulat dels seus fills)CNI_SIS_ID       mJ BIdentificador d'Unitat de Control60CNI_CertificacioAnterior    ILVALmport del primer perode certificat anterior a l'actual. NO USAT.   0   m'CNI_Aplec  7("CNI_CertPreuAplec   [Y( NYYY Y  <Y YCUA_SIS_IDCUA_CPR_ID CUA_IDCUA_TexteCUA_ValorCUA_PeraUer$cMuAFuY%YBCertPressupostCertUltimFullAplecsPrimaryKeyv1 LVALБ MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Cont les lnies de pressupost, inclosos, si en t, els seus amidaments detallats.LIN_NIV_ID       m ~Codi de l'activitat a la que pertanyen les lnies de pressupost LIN_ID       m Identificador de la lnia de pressupost (000..999) (nic per activitat)"LIN_PAR_TEL_ID       mh `Codi de tipus de PO (Carcters 1 del codi de PO)"LIN_PAR_FAM_ID       mz rCodi de famlia de la PO (Carcters 2,3,4 del codi de PO)LIN_PAR_ID       m |Codi identificador de la PO (Carcters 5,6,7,8 del codi de PO) LIN_Amidament       m Quantitat d'amidament (directe o resultat dels amidaments detallats)LIN_Import       mH @Import de la lnia de pressupost0*LIN_AmidamentDetallat      mV NIndicador de si l'amidament s detallatLIN_SIS_ID       mJ BIdentificador d'Unitat de ControlLIN_Periode   z rNumero de perode de seguiment en que s'ha creat la lnia   0   m60LIN_AmidamentDetallatExt   p hCamp pels amid. detallats de la lnia de pressupost.   ;,&LIN_DataPresentacio  'LIN_Marca  MR2PRequiredAllowZeroLengthDescription_CUA_SIS_ID 6 .Identificador de l'U.C.uCUA_CPR_ID L DPerode de certificacio d'execuci CUA_ID f ^Identificador de la lnia d'ltim full d'aplecsXCUA_Texte  (  Text de la lniaCUA_Valor Z RImport de la lnia (import o percentatge)CUA_Per j bIndicador de percentatge (0-import/1-percentatge)ZN Fltim full de certificaci d'aplecs uYDNYY Y  Y CLR_SIS_ID CLR_ID"CLR_DescripcioCAT"CLR_DescripcioCASYYPrimaryKeyv1 @GLVALj jjccMR28RequiredAllowZeroLength)REV_SIS_ID .REV_Codi  'REV_Volum -REV_Abocador )REV_Propia MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces t lCont les dades de tots els tipus d'elements del Banc. TEL_ID       mH @Identificador de tipus d'element"TEL_Descripcio       mD <Descripci del tipus d'elementTEL_SIS_ID   J BIdentificador d'Unitat de Control    mTEL_Concepte MR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces t lCont les dades de tots els tipus d'elements del Banc. TEL_ID       mH @Identificador de tipus d'element"TEL_Descripcio       mD <Descripci del tipus d'elementTEL_SIS_ID   J BIdentificador d'Unitat de Control    mTEL_Concepte   r jConcepte del tipus d'element (EM, EQ, ET, EC, PO, PA)    m$TEL_Procedencia   x pUnitat de Control de la que procedeix el tipus d'element    m0*TEL_IndBancReferencia    NO USAT Yes/No   j$TEL_Renumerable   t lIndicador de si el tipus d'element s modificable o no True/False True   jTEL_ID_FIE      ^ VCodi del tipus d'element en format FIEBDC-3 mMR2PRequiredAllowZeroLengthDescription_CLR_SIS_ID 6 .Identificador de l'U.C.k CLR_ID J BIdentificador de la classificaci("CLR_DescripcioCAT  X Pdescripci de la classificaci en catal("CLR_DescripcioCAS  \ Tdescripci de la classificaci en castellD8 0Classificaci de residusLVAL ЦProjecte del'ampliaci i reforma de la biblProjecte del'ampliaci i reforma de la biblioteca a la Seu del Campus Baix Peneds Projecte del'ampliaci i reforma de la biblioteca a la Seu del Campus Baix Peneds !(((( @@isquZ@ VEN.3Estudi informatiuPC-2PC-2KxAu@sKgVn[oX5Uk? WNkR}LT+JleY | l|qf[PE:     = @???es iDespeses indirectesG22222222  r@W  o 8 %Tipus %INVEN.3_AC%O FPARTIDES D'OBRA D'URBANITZACIPOINC-03530>,,,(O PPARTIDES ALADES D'ABONAMENT INTEGREPOCAS.1<222.O GPARTIDES D'OBRA D'ENGINYERIA CIVILPOT.718000,O 1CONJUNTS DE PARTIDES D'OBRA D'EDIFICACIPOCAS.1@6662O KPARTIDES D'OBRA DE REHABILITACI D'EDIFICACIPOPCLA2003K;;;7O CMAQUINRIAEQPCLA2003(O DELEMENTS COMPOSTOSEC O EPARTIDES D'OBRA D'EDIFICACIPO****&O BMATERIALSINO AM D'OBRAEMOe"? H W j g ! 4PQgh4Hdg K45RREPARACI D'ESTRUCTURES DE FORMIGPOAmpliaci del CEIP Maria Borsq51 G K45ESTRUCTURES DE FORMIGPOAmpliaci del CEIP Maria Borsd($ G K4ESTRUCTURESPOAmpliaci del CEIP Maria BorsW G A015MANOBRES ESPECIALISTESEMAmpliaci del CEIP Maria Borse)% G B090ADHESIUS D'APLICACI UNILATERALETAmpliaci del CEIP Maria Borsn2. G B09ADHESIUSETAmpliaci del CEIP Maria BorsV G C200EINESEQAmpliaci del CEIP Maria BorsT G C20EINESEQAmpliaci del CEIP Maria BorsS G C2EINESEQAmpliaci del CEIP Maria BorsQ G E45ZELEMENTS AUXILIARS PER A FORMIGONATSPOAmpliaci del CEIP Maria Borss73 G E45ESTRUCTURES DE FORMIGPOAmpliaci del CEIP Maria Borsd($ G E4ESTRUCTURESPOAmpliaci del CEIP Maria BorsW G E31BARMADURES PER A RASES I POUSPOBanc GISA Edificaci Obra Novak/+ G B0BACER I METALL EN PERFILS O BARRESETBanc GISA Edificaci Obra Novao3/ G B0B2ACER EN BARRES CORRUGADESETBanc GISA Edificaci Obra Novah,( G A013AJUDANTSEMBanc GISA Edificaci Obra NovaW G D0ELEMENTS COMPOSTOS BSICSECBanc GISA Edificaci Obra Novae)% G D0BACER FERRALLAT O TREBALLATECBanc GISA Edificaci Obra Novah,( G D0B2ACER EN BARRESECBanc GISA Edificaci Obra Nova]! G B0AFERRETERIAINBanc GISA Edificaci Obra NovaX G B0A1FILFERROSETBanc GISA Edificaci Obra NovaX G E31RASES I POUSPOBanc GISA Edificaci Obra NovaZ G E315FORMIGONAMENT DE RASES I POUSPOBanc GISA Edificaci Obra Noval0, G B065FORMIGONS ESTRUCTURALS PER ARMARETBanc GISA Edificaci Obra Novao3/ G E3FONAMENTSPOBanc GISA Edificaci Obra NovaU G E3ZELEMENTS ESPECIALS PER A FONAMENTSPOBanc GISA Edificaci Obra Novap40 G E3Z1CAPES DE NETEJA I ANIVELLAMENTPOBanc GISA Edificaci Obra Novam1- G B0MATERIALS BSICSINBanc GISA Edificaci Obra Nova\  G B06FORMIGONS DE COMPRAETBanc GISA Edificaci Obra Novaa%! G B064FORMIGONS ESTRUCTURALS EN MASSAETBanc GISA Edificaci Obra Novan2. G A014MANOBRESEMBanc GISA Edificaci Obra NovaW G A0M D'OBRA EMPRESARIALEMBanc GISA Edificaci Obra Novaa%! G A01M D'OBRA INDIVIDUALEMBanc GISA Edificaci Obra Novab&" G A012OFICIALSEMBanc GISA Edificaci Obra NovaW Gme z~  r   <Yly& 14ESTRUCTURESPOReforma CAP 'El Castell' . CasW G E442ELEMENTS D'ANCORATGEPOReforma CAP 'El Castell' . Casc'# G B44ZPLANXES I PERFILS D'ACERETReforma CAP 'El Castell' . Casg+' G B44MATERIALS D'ACER PER A ESTRUCTURESETReforma CAP 'El Castell' . Casp40 G B4MATERIALS PER A ESTRUCTURESETReforma CAP 'El Castell' . Casg+' G E441PILARS D'ACERPOReforma CAP 'El Castell' . Cas\  G E44ESTRUCTURES D'ACERPOReforma CAP 'El Castell' . Cas`$ G E4BCARMADURES PER A LLOSES I BANCADESPOBanc GISA Edificaci Obra Novap40 G B0B3MALLES ELECTROSOLDADESETBanc GISA Edificaci Obra Novae)% G D0B3ACER EN MALLES ELECTROSOLDADESECBanc GISA Edificaci Obra Novam1- G E4B3ARMADURES PER A BIGUESPOBanc GISA Edificaci Obra Novae)% G E4D8ENCOFRATS PER A CRCOLSPOBanc GISA Edificaci Obra Novaf*& G B0D3LLATESETBanc GISA Edificaci Obra NovaU G E4DCENCOFRATS PER A LLOSES I BANCADESPOBanc GISA Edificaci Obra Novap40 G B0D7TAULERSETBanc GISA Edificaci Obra NovaV G E4D3ENCOFRATS PER A BIGUESPOBanc GISA Edificaci Obra Novae)% G B0A3CLAUSETBanc GISA Edificaci Obra NovaT G B0D2TAULONSETBanc GISA Edificaci Obra NovaV G E45CFORMIGONAT DE LLOSES I BANCADESPOBanc GISA Edificaci Obra Novan2. 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8 mm B 500 T 6 x 2,2 m, segons UNE 36092Malla electrosoldada de barres corrugades d'acer ME 15x15 cm, D:8-8 mm, B 500 T, 6x2,2 m, segons UNE 36092Formig HA-25/B/20/IIa de consistncia tova, grandria mxima del granulat 20 mm, amb >= 275 kg/m3 de ciment, additiu hidrfug, apte per a classe d'exposici IIaVel de polietil de gruix 100 m i de pes 96 g/m2Grava de pedrera de pedra grantica, de 50 a 70 mmMorter de ciment i perlita amb vermiculita pastat i projectat sobre elements linealsImprimaci per a pintura intumescentBigueta de formig pretesat de 17 a 18 cm d'alria, amb armadura activa de tensi superior a 131 kNRevolt industrialitzat de morter de ciment per a un intereix de 70 cm i alria de 20 cmMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 cm D: 6 - 6 mm B 500 T 6 x 2,2 m, segons UNE 36092Malla electrosoldada de barres corrugades d'acer ME 30x15 cm, D:6-6 mm, B 500 T, 6x2,2 m, segons UNE 36092Acer S275JR segons UNE-EN 10025-2, format per pea simple, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat al taller per a col.locar amb soldadura i amb una capa d'imprimaci antioxidantAcer S275JR segons UNE-EN 10025-2, format per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat al taller per a col.locar amb soldadura i amb una capa d'imprimaci antioxidantEquip i elements auxiliars per a soldadura elctricaTauler elaborat amb fusta de pi, de 22 mm de gruix, per a 10 usosTauler fenlic de 10 mm de gruix per a 1 usPart proporcional d'elements auxiliars per a taulers fenlicsPlaf metl.lic de 50x100 cm per a 50 usosPart proporcional d'elements auxiliars per a plafons metl.lics, de 50x100 cmTaul de fusta de pi per a 10 usosPuntal metl.lic i telescpic per a 3 m d'alria i 150 usosPuntal metl.lic i telescpic per a 5 m d'alria i 150 usosPlaf metl.lic de 50x50 cm per a 50 usosPart proporcional d'elements auxiliars per a plafons metl.lics, de 50x50 cmFormig HA-25/B/20/IIa de consistncia tova, grandria mxima del granulat 20 mm, amb >= 275 kg/m3 de ciment, apte per a classe d'exposici IIaAdhesiu de resines epoxi sense dissolvents, de dos components per a s estructuralMquina taladradora amb broca de diamant refrigerada amb aigua per a forats de 5 a 20 mm com a mxim.Acer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2Acer en barres corrugades elaborat a l'obra i manipulat a taller B 500 S, de lmit elstic >= 500 N/mm2Filferro recuit de dimetre 1,3 mmFormig HA-25/P/20/IIa de consistncia plstica, grandria mxima del granulat 20 mm, amb >= 275 kg/m3 de ciment, apte per a classe d'exposici IIaFormig HM-20/P/40/I de consistncia plstica, grandria mxima del granulat 40 mm, amb >= 200 kg/m3 de ciment, apte per a classe d'exposici I H    ')-0?= ףp5@= ףp5@= ףp5@= ףp5@@__A0123000Oficial 1a encofradorOficial 1a encofradorhA0123000EMA0123000Banc GISA Edificaci Obra NovaVEN.3OEE    0?Hz3@Hz3@Hz3@Hz3@@__A0133000Ajudant encofradorAjudant encofradorhA0133000EMA0133000Banc GISA Edificaci Obra NovaVEN.3I?? 0?L @L @L @L @@__B0D625A0Puntal metl.lic telescpic h=3m,150usos>@ cuB0D625A0ETB0D625A0Banc GISA Edificaci Obra NovaVEN.3MCC 0?(\3@(\3@(\3@(\3@@__B0D629A0Puntal metl.lic telescpic h=5m,150usos>@ cuB0D629A0ETB0D629A0Banc GISA Edificaci Obra NovaVEN.3MCC 0?Gz?Gz?Gz?Gz?@__B0D81280Plaf metl.lic50x50cm,50usos+@ m2B0D81280ETB0D81280Banc GISA Edificaci Obra NovaVEN.3B88 0?????@__B0DZP200Part propor.elem.aux.plaf met.50x50cmN@uB0DZP200ETB0DZP200Banc GISA Edificaci Obra NovaVEN.3I?? 0?)\(@)\(@)\(@)\(@@__B0DZA000DesencofrantDesencofrantlB0DZA000ETB0DZA000Banc GISA Edificaci Obra NovaVEN.3=33 0?b@b@b@b@@__C1701100Cami bomba formigonarCami amb bomba de formigonarhC1701100EQC1701100Banc GISA Edificaci Obra NovaVEN.3XNN 0?HzP@HzP@HzP@HzP@@__B065960BFormig HA-25/B/20/IIa,>=275kg/m3 ciment@m3B065960BETB065960BBanc GISA Edificaci Obra NovaVEN.3MCC 0?= ףp5@= ףp5@= ףp5@= ףp5@@__A0121000Oficial 1a Oficial 1ahA0121000EMVEN.2VEN.3Ӏ0?Hz3@Hz3@Hz3@Hz3@@__A0150000Manobre especialistaManobre especialistahA0150000EMVEN.2VEN.3ӀLH  K. PŔt0?Gz@Gz@Gz@Gz@ @__B0B34136Malla el.b/corrug.ME 15x15cm,D:8-8mm,B500T,6x2,2ml@%m2B0B34136ETB0B34136Banc GISA Edificaci Obra0?Gz@Gz@Gz@Gz@ @__B0B34136Malla el.b/corrug.ME 15x15cm,D:8-8mm,B500T,6x2,2ml@%m2B0B34136ETB0B34136Banc GISA Edificaci Obra NovaVEN.3VLL 0?q= ףp@Pc*?Cl@Aȓk@ @ @__D0B34138Malla el.b/corr.obra manip.taller,ME 15x15cm,D:8-8mm,B500T,6x2,2m@&m2D0B34138ECD0B34138Banc GISA Edificaci Obra NovaVEN.3f\\   "0?\(\6@\(\6@\(\6@\(\6@[@' ()*+, - . 123456__A0125000Oficial 1a soldadorOficial 1a soldadorhA0125000EMVEN.2VEN.3 0?Gzfi@Gzfi@Gzfi@Gzfi@@__B0D31000Llata fusta piLlata de fusta de pim3B0D31000ETB0D31000Banc GISA Edificaci Obra NovaVEN.3I?? 0?{Gz?{Gz?{Gz?{Gz?@__B0D71130Tauler pi,g=22mm,10usosC@m2B0D71130ETB0D71130Banc GISA Edificaci Obra NovaVEN.3<22 0?RQ@RQ@RQ@RQ@@__B0D7U100Tauler fenlic,g=10mm,1us-@m2B0D7U100ETB0D7U100Banc GISA Edificaci Obra NovaVEN.3>44 0?Gz?Gz?Gz?Gz?@__B0DZU010Part propor.elem.aux.taulers fenlics?@uB0DZU010ETB0DZU010Banc GISA Edificaci Obra NovaVEN.3H>> 0?ffffff?ffffff?ffffff?ffffff?@__B0A31000Clau acer Clau acerkgB0A31000ETB0A31000Banc GISA Edificaci Obra NovaVEN.39// 0?333333?333333?333333?333333?@__B0DZP400Part propor.elem.aux.plaf met.50x100cmO@ uB0DZP400ETB0DZP400Banc GISA Edificaci Obra NovaVEN.3J@@ 0?Q?Q?Q?Q?@__B0D21030Taul fusta pi p/10 usos$@ mB0D21030ETB0D21030Banc GISA Edificaci Obra NovaVEN.3;11 LVALQ]{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Demolici\'f3 o desmuntatge d'elements de seguretat, protecci\'f3 i senyalitzaci\'f3, amb mitjans mec\'e0nics i c\'e0rrega sobre cami\'f3.\par S'han considerat els tipus seg\'fcents:\par - Desmuntatge de barrera de seguretat flexible i demolici\'f3 d'ancoratges clavats a terra\par - Desmuntatge de barrera de seguretat flexible i demolici\'f3 d'ancoratges amb base de formig\'f3\par - Demolici\'f3 de barrera de seguretat r\'edgida de formig\'f3\par - Desmuntatge de barana met\'e0l\'b7lica\par - Desmuntatge de reixa i ancoratges\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Enderroc de l'element amb els mitjans adients\par - Tall d'armadures i elements met\'e0l\'b7lics\par - Trossejament i apilada de la runa\par - C\'e0rrega de la runa sobre el cami\'f3\par CONDICIONS GENERALS:\par Les restes de la demolici\'f3 han de quedar suficientment trossejades i apilades per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposi i de les condicions de transport.\par Els elements desmuntats han de quedar apilats per tal de facilitar-ne la c\'e0rrega.\par Els materials han de quedar apilats i emmagatzemats en funci\'f3 de l'\'fas a que es destinin (transport a abocador, reutilitzaci\'f3, eliminaci\'f3 en obra, etc.).\par Un cop acabats els treballs, la base ha de quedar neta de restes de material i en condicions d'\'fas.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par S'ha de Z CD[[%?Gz@ ?Ral!ȁ@YiR @t @@E9Z4AA18Malla el.b/corr.obra manip.taller ME 15x15,D:8-8,B500T,6x2,2,p/armadura llosa form.@&?Gz@ ?Ral!ȁ@YiR @t @@E9Z4AA18Malla el.b/corr.obra manip.taller ME 15x15,D:8-8,B500T,6x2,2,p/armadura llosa form.@ m2E9Z4AA18POBanc GISA Edificaci Obra NovaVEN.32((ysnl >&?\(<@x8@ @YiR ;@'@@E4D31505Muntatge+desmunt.encofrat plafons,p/biga recta,h<=5mm@m2E4D31505POBanc GISA Edificaci Obra NovaVEN.3  ysnl >&?q= ף3@S㥛0@=@_[3@&@@E4D31105Muntatge+desmunt.encofrat plafons,p/biga plana rect.,h<=5mt@m2E4D31105POBanc GISA Edificaci Obra NovaVEN.3ysnl > R &?QY@vOj @,5@/Q@Y@@@E45318H4Formig p/biga, HA-25/B/20/IIa, bombat@m3E45318H4POBanc GISA Edificaci Obra NovaVEN.3ysnl >&??D4ؙ?PN?HP|?"@@E4B13000Acer b/corrugada B 500 S p/armadura pilar]@kgE4B13000POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?= ףp4@V-2@֐?c`4@%@@E4D11105Muntatge+desmunt.encofrat plafons,pilar rect.,p/revestir,h<=5m@!m2E4D11105POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?ףp= Z@\(#@6@/Q@MbY@@@E45118H4Formig p/pilar, HA-25/B/20/IIa, bombat@m3E45118H4POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?ףp= 2@Sc@1Zd'@^I K2@u\Mis@K45RE000Pont uni form.,adh.res.epoxi s/diss.2compl@m2K45RE000POAmpliaci del CEIP Maria BorsVEN.3 ysnl >&?= ףp=@t@/$?l[ @ytm@!\Mis@E45ZU002Forat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge @ uE45ZU002POAmpliaci del CEIP Maria BorsVEN.3@66ysnl >&??6׆q?? r?@@E31B3000Acer b/corrugada,B 500 S,p/armadura rasa/pouc@kgE31B3000POBanc GISA Edificaci Obra NovaVEN.3 ysnl >&?QT@p= c@#~jLR@-rS@@@E31522G1Formig rasa/pou fonament,HA-25/P/20/IIa,cami@m3E31522G1POBanc GISA Edificaci Obra NovaVEN.3 ysnl >&?Q%@K7@]Fx@QI%@@@E3Z112Q1Capa neteja+anivell. g=10cm,HM-20/P/40/I,cami@m2E3Z112Q1POBanc GISA Edificaci Obra NovaVEN.3 ysnl >?  K K Vg&?p= ף?Z| ??ꭁ? @@E3CB3000Acer b/corrugada,B 500 S p/armadura llosa]@kgE3CB3000POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?(\•Y@ y<@/Q@ǘX@Z@@E45918H3Formig p/sostre indust., HA-25/B/20/IIa,abocat cubilot@m3E45918H3POProjecte del'ampliaci i reforVEN.3  ysnl >&?= ףp=?&S?,&6?g\8?Z@@E4B93000Acer b/corrugada B 500 S p/armadura sostre elem.indust.@kgE4B93000POProjecte del'ampliaci i reforVEN.3  ysnl >&?Gz9@Q@>?^2@ 8@Z@@E4LF746SBigueta+revolt p/sostre 20+5cm,revol.mort.ciment,big.form.pretesat,int=0,7m,llum<5m,57,5kNm@m2E4LF746SPOProjecte del'ampliaci i reforVEN.3;11ysnl >&? ףp= @&S?E_A?pq@Z@@E4B9DC88Malla el.b/corr.obra manip.taller ME 30x15 D:6-6 B500T 6x2,2m p/armadura sostre elem.resist.@m2E4B9DC88POProjecte del'ampliaci i reforVEN.3;11ysnl >&? ףp=jE@WLD@WLD@Z@@14LFL78USostre 20+5cm,s=4-5kN/m2,revol.mort.ciment,big.form.pretesat,int=0,7m,l=<5m,5kg/m2 B 500 S,malla B5k@m214LFL78UPOReforma CAP 'El Castell' . CasVEN.3C99ysnl >&?HzG?Fx $?+Χ??`vOj? t@@E4425025Acer S275JR,p/ancor.,perf.lam.L,LD,T,rod,quad.,rectang.,treb.taller+antiox.,col.obra sold.@kgE4425025POReforma CAP 'El Castell' . CasVEN.3:00ysnl >&??Fx $?+Χ?RQ? h"?[@@E4415115Acer S275JR,p/pilar pea simp.,perf.lam.IP,HE,UP,treb.taller+antiox.,col.obra sold.@kgE4415115POReforma CAP 'El Castell' . CasVEN.32((ysnl >&? ףp= ?4c? {,}?wg M?$ @@E4BC3000Acer b/corrugada B 500 S p/armadura llosa]@kgE4BC3000POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?= ףp}M@"~rG@($@ɡL@) @@E4DCU030Muntatge+desmunt.encofrat p/llosa,h<=3m,tauler fenlic,form.vist@"m2E4DCU030POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?= ףp=?&S?~:p?Έ?#@@E4B35000Acer b/corrugada B 500 S,p/armadura biga]@kgE4B35000POBanc GISA Edificaci Obra NovaVEN.3ysnl >&? 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yǹ?E4D8D500B0A31000@@:53-(& Q?>W["@?Q?E4D8D500A0133000@@:53-(& {Gz?1%,@?{Gz?E4D8D500A0123000@@:53-(& `TR'?>??`TR'?E4D31505B0D81480@@:53-(& 333333?Sc*@?333333?E4D31505A0123000@@:53-(& 333333?V-o'@?333333?E4D31505A0133000@@:53-(&  yǹ?b?? yǹ?E4D31505B0A31000@@:53-(& ?W[?qm???W[?E4D31505B0D629A0@@:53-(& {Gz?z6>??{Gz?E4D31505B0DZA000@@:53-(& ?333333???E4D31505B0DZP400@@:53-(&LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Formig\'f3 amb o sense addicions (cendres volants o fum de s\'edlice), elaborat en una central formigonera legalment autoritzada d'acord amb el t\'edtol 4t. de la llei 21/1992 de 16 de juliol d'ind\'fastria i el Real Decret 697/1995 de 28 d'abril.\par CARACTER\'cdSTIQUES DELS FORMIGONS D'\'daS ESTRUCTURAL:\par Els components del formig\'f3, la seva dosificaci\'f3, el proc\'e9s de fabricaci\'f3 i el transport han d'estar d'acord amb les prescripcions de la EHE.\par La designaci\'f3 del formig\'f3 fabricat en central es pot fer per propietats o per dosificaci\'f3 i s'expressar\'e0, com a m\'ednim, la seg\'fcent informaci\'f3:\par - Consist\'e8ncia\par - Grand\'e0ria m\'e0xima del granulat\par - Tipus d'ambient al que s'exposar\'e0 el formig\'f3\par - Resist\'e8ncia caracter\'edstica a compressi\'f3 per als formigons designats per propietats\par - Contingut de ciment expressat en kg/m3, per als formigons designats per dosificaci\'f3\par - La indicaci\'f3 de l'\'fas estructural que ha de tenir el formig\'f3: en massa, armat o pretesat\par La designaci\'f3 per propietats s\'92ha de fer d'acord amb el format: T-R/C/TM/A\par - T: Indicatiu que ser\'e0 HM pel formig\'f3 en massa, HA pel formig\'f3 armat, i HP pel formig\'f3 pretesat\par - R: Resist\'e8ncia caracter\'edstica especificada, en N/mm2\par - C: Lletra indicativa del tipus de consist\'e8ncia: F fluida, B tova, P pl\'e0stica i S seca\par - TM: Grand\'e0ria m\'e0xima del granulat en mm.\par - A: Designaci\'f3 de l'ambient al que s'exposar\'e0 el formig\'f3\par En els formigons designats per propietaLVALts, el subministrador ha d'establir la composici\'f3 de la mescla del formig\'f3, garantint al peticionari les caracter\'edstiques especificades de grand\'e0ria m\'e0xima del granulat, consist\'e8ncia i resist\'e8ncia caracter\'edstica, aix\'ed com les limitacions derivades del tipus d'ambient especificat (contingut de ciment i relaci\'f3 aigua/ciment).\par En els formigons designats per dosificaci\'f3, el peticionari es responsable de la congru\'e8ncia de les caracter\'edstiques especificades de grand\'e0ria m\'e0xima del granulat, consistencia i contingut en ciment per metre c\'fabic de formig\'f3, i el subministrador les haur\'e0 de garantir, indicant tamb\'e9, la relaci\'f3 aigua/ciment que ha emprat.\par En els formigons amb caracter\'edstiques especials o d'altres de les especificades en la designaci\'f3, les garanties i les dades que el subministrador hagi d'aportar, s\'92ha d\'92especificar abans de l'inici del subministrament.\par El formig\'f3 ha de complir amb les exigencies de qualitat que estableix l'article 37.2.3 de la norma EHE.\par Si el formig\'f3 est\'e0 destinat a una obra amb armadures pretesades, no pot contenir cendres volants ni addicions de cap altre tipus, excepte el fum de s\'edlice.\par Si el formig\'f3 est\'e0 destinat a obres de formig\'f3 en massa o armat, la DF pot autoritzar l'us de cendres volants o fum de s\'edlice per la seva confecci\'f3. En estructures d'edificaci\'f3, si s'utilitzen cendres volants no han de superar el 35% del pes del ciment. Si s'utilitza fum de s\'edlice no ha de superar el 10% del pes del ciment.\par La central que subministri formig\'f3 amb cendres volants realitzar\'e0 un control sobre la producci\'f3 segons art. 29.2.2 de la EHE i ha de posar els resultats de l'an\'e0lisi a l'abast de la DF, o disposar\'e0 d'un segell o marca de conformitat oficialment homologat a nivell nacional o d'un pa\'eds membre de la CEE.\par Les cendres han de complir en qualsevol cas les especificacions de la norma UNE_EN 450.\par En cap cas la proporci\'f3 en pes LVALde l'additiu no ha de superar el 5% del pes del ciment utilitzat.\par Tipus de ciment:\par - Formig\'f3 en massa: Ciments comuns (UNE-EN 197-1), Ciments per a usos especials (UNE 80307)\par - Formig\'f3 armat\~: Ciments comuns (UNE-EN 197-1)\par - Formig\'f3 pretesat\~: Ciments comuns tipus CEM I, II/A-D (UNE 80307)\par - Es considera incl\'f2s dins dels ciments comuns els ciments blancs (UNE 80305)\par - Es consideren inclosos els ciments de caracter\'edstiques addicionals com els resistents als sulfats i/o a l'aigua de mar (UNE 80303-1 i UNE 80303-2), i els de baix calor d'hidrataci\'f3 (UNE 80303-3)\par Classe del ciment: 32,5 N\par El contingut m\'ednim de ciment ha d'estar d'acord amb les prescripcions de la norma EHE, en funci\'f3 de la classe d'exposici\'f3 (taula 37.3.2.a). La quantitat m\'ednima de ciment considerant el tipus d'exposici\'f3 m\'e9s favorable ha de ser:\par - Obres de formig\'f3 en massa: >= 200 kg/m3\par - Obres de formig\'f3 armat: >= 250 kg/m3\par - Obres de formig\'f3 pretesat: >= 275 kg/m3\par - A totes les obres: <= 400 kg/m3\par La relaci\'f3 aigua/ciment ha d'estar d'acord amb les prescripcions de la norma EHE, en funci\'f3 de la classe d'exposici\'f3 (taula 37.3.2.a). La relaci\'f3 aigua/ciment considerant el tipus d'exposici\'f3 m\'e9s favorable ha de ser:\par - Formig\'f3 en massa: <= 0,65 kg/m3\par - Formig\'f3 armat: <= 0,65 kg/m3\par - Formig\'f3 pretesat: <= 0,60 kg/m3\par Assentament en el con d'Abrams (UNE 83-313):\par - Consist\'e8ncia seca: 0 - 2 cm\par - Consist\'e8ncia pl\'e0stica: 3 - 5 cm\par - Consist\'e8ncia tova: 6 - 9 cm\par - Consist\'e8ncia fluida: 10-15 cm\par L'i\'f3 clor total aportat pels components d'un formig\'f3 no pot excedir:\par - Pretensat: <= 0,2% pes del ciment\par - Armat: <= 0,4% pes del ciment\par - En massa amb armadura de fissuraci\'f3: <= 0,4% pes del ciment\par Toler\'e0ncies:\par - Assentament en el con d'Abrams:\par - Consist\'e8ncia seca: Nul\par - Consist\'e8ncia pl\'e0stica o tova: \'b1 1 cm\par - LVALConsist\'e8ncia fluida: \'b1 2 cm\par FORMIGONS PER A PILOTIS O PANTALLES FORMIGONATS \'93IN SITU\'94\par Tamany m\'e0xim del granulat. El mes petit dels seg\'fcents valors:\par - <= 32 mm\par - <= 1/4 separaci\'f3 entre barres d\'92acer longitudinals\par Dosificacions d\'92amasat:\par - Contingut de ciment:\par - Formigons abocats en sec: >= 325 kg/m3\par - Formigons submergits: >= 375 kg/m3\par - Relaci\'f3 aigua-ciment (A/C): < 0,6\par - Contingut de fins d <0,125 (ciment incl\'f2s):\par - Granulat gruixut d > 8 mm: >= 400 kg/m3\par - Granulat gruixut d <= 8 mm: >= 450 kg/m3\par El formig\'f3 ha de tenir la docilitat i flu\'efdesa adequada, i aquests valors s\'92han de mantenir durant tot el proc\'e9s de formigonat, per tal d\'92evitar embussos als tubs de formigonar.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par SUBMINISTRAMENT I EMMAGATZEMATGE:\par Subministrament: En camions formigonera.\par El formig\'f3 ha d'arribar a l'obra sense alteracions en les seves caracter\'edstiques, formant una barreja homog\'e8nia i sense haver iniciat l'adormiment.\par Queda expressament prohibit l'addici\'f3 al formig\'f3 de qualsevol quantitat d'aigua o altres subst\'e0ncies que puguin alterar la composici\'f3 original.\par Emmagatzematge: No \'e9s pot emmagatzemar.\par CONDICIONS DE MARCATGE I CONTROL DE LA DOCUMENTACI\'d3:\par El subministrador ha de lliurar amb cada c\'e0rrega un full on constin, com a m\'ednim, les dades seg\'fcents:\par - Nom de la central que ha elaborat el formig\'f3\par - N\'famero de s\'e8rie del full de subministrament\par - Data de lliurament\par - Nom del peticionari i del responsable de la recepci\'f3\par - Especificacions del formig\'f3:\par - Resist\'e8ncia caracter\'edstica\par - Formigons designats per propietats:\par - Designaci\'f3 d'acord amb l'art. 39.2 de la EHE\par - Contingut de ciment en kg/m3 (amb 15 kg de toler\'e0ncia)\par - Formigons designats per dosificaci\'f3:\par - Contingut de LVALciment per m3\par - Tipus d'ambient segons la taula 8.2.2 de la EHE\par - Relaci\'f3 aigua/ciment (amb 0,02 de toler\'e0ncia)\par - Tipus, classe i marca del ciment\par - Grand\'e0ria m\'e0xima del granulat\par - Consist\'e8ncia\par - Tipus d'additiu segons UNE_EN 934-2, si n'hi ha\par - Proced\'e8ncia i quantitat de les addicions o indicaci\'f3 que no en t\'e9\par - Designaci\'f3 espec\'edfica del lloc de subministrament\par - Quantitat de formig\'f3 que compon la c\'e0rrega, en m3 de formig\'f3 fresc\par - Identificaci\'f3 del cami\'f3 i de la persona que fa la desc\'e0rrega\par - Hora l\'edmit d'us del formig\'f3\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par PILOTIS I PANTALLES FORMIGONADES \'93IN SITU\'94\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural DB-SE.\par\pard\par }=7@J V d ' q 4 ~ A  M  Y  f)r6BP^!j-v9E _$_$B0F1____He+1)'' B053____."6+1)'' ED35____0&+1)'' BD5H____5=1)''  GD5H____b-1)'' % % ED15____Jn1)'' BD13____9n1)'' BD1Z____zRn1)'' m m B011____1)'' b8b8B051____p1)'' QQD070____S@1)'' BD51____%h1)'' ED51____ I1)''  B031____A1)'' ""BD7F____E1)''  BDW____nn1(&&  BDY____n^1(&& ++ED7F____6W1)'' !!E3CB____Cڽ1)'' !!E9Z4____C31)''  E936____ ɡ1)'' E7B____0>41(&& B77____!31(&& QQE923____"u1)'' ))B033____Sz'1)''  B7D2____ve1)'' ' ' E7D2____Nt61)''  J JB89____jdx1(&& X;X;B8ZA____vbUx1)'' ##E7D6____F_5x1)'' ""B4LF____lEXt1)'' B4LZ____5Tt1)'' E4LF____=P t1)'' TT14LF____*E t1)'' TTB44Z____6sRm1)'' KKE44____T+4Rm1(&& B0B3____<2DH\1)''  D0B3____G\1)'' 00E4D8____aI6)''  B0D3____I6)'' 00E4DC____a I6)''  B0D7____ I6)'' 00E4D3____aI6)''  B0A3____"I6)''  B0D2____I6)'' ))E4B____SI6(&& 00E4D1____aI6)'' uuB0D6____ I6)'' B0D8____@6)'' B0DZ____:*I6)''  , ,K45R____XI6)'' K45____2;I6(&& 55B090____DkI6)'' B09____!I6(&& ttE45Z____2I6)'' GGE45____I6(&& ||E31B____>I6)'' $$B0B2____II6)'' h h D0B2____I6)''  B0A1____I6)'' E315____B?I6)'' u$u$B065____HI6)''  E3Z____I6(&& u$u$B064____HI6)''LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de capa de neteja i anivellament, mitjan\'e7ant l'abocada de formig\'f3 pobre al fons de les rases o dels pous de fonamentaci\'f3 pr\'e8viament excavats.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja, refinat i preparaci\'f3 de la superf\'edcie del fons de l'excavaci\'f3\par - Situaci\'f3 dels punts de refer\'e8ncia dels nivells\par - Abocada i estesa del formig\'f3\par - Execuci\'f3 dels junts\par - Curat del formig\'f3\par CONDICIONS GENERALS:\par La superf\'edcie ha de ser plana i anivellada.\par El formig\'f3 no ha de tenir disgregacions ni buits a la massa.\par Gruix de la capa de formig\'f3: >= 10 cm\par Toler\'e0ncies d'execuci\'f3:\par - Gruix de la capa: - 10 mm, + 30 mm\par - Nivell: \'b1 20 mm\par - Planor: \'b1 20 mm/2 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par L\'92acabat del fons de la rasa o pou, s\'92ha de fer immediatament abans de col\'b7locar el formig\'f3 de neteja. Si ha de passar un temps entre l\'92excavaci\'f3 i l\'92abocada del formig\'f3, cal deixar els 10 o 15 cm finals del terreny sense extreure, i fer l\'92acabat final del terreny just abans de fer la capa de neteja.\par La temperatura ambient per a formigonar ha d'estar entre 5\'b0C i 40\'b0C.\par El formigonament s'ha d'aturar, com a norma general, en cas de pluja o quan es preveu que durant les 48 hores seg\'fcents la temperatura pot ser inferior a 0\'b0C.\par El formig\'f3 s'ha de col\'b7locar abans d'iniciar l'adormiment.\par L'abocada s'ha de fer sense que es produeixin disgregacions6 LVALF .\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural DB-SE.\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Formig\'f3 amb o sense addicions (cendres volants o fum de s\'edlice), elaborat en una central formigonera legalment autoritzada d'acord amb el t\'edtol 4t. de la llei 21/1992 de 16 de juliol d'ind\'fastria i el Real Decret 697/1995 de 28 d'abril.\par CARACTER\'cdSTIQUES DELS FORMIGONS D'\'daS ESTRUCTURAL:\par Els components del formig\'f3, la seva dosificaci\'f3, el proc\'e9s de fabricaci\'f3 i el transport han d'estar d'acord amb les prescripcions de la EHE.\par La designaci\'f3 del formig\'f3 fabricat en central es pot fer per propietats o per dosificaci\'f3 i s'expressar\'e0, com a m\'ednim, la seg\'fcent informaci\'f3:\par - Consist\'e8ncia\par - Grand\'e0ria m\'e0xima del granulat\par - Tipus d'ambient al que s'exposar\'e0 el formig\'f3\par - Resist\'e8ncia caracter\'edstica a compressi\'f3 per als formigons designats per propietats\par - Contingut de ciment expressat en kg/m3, per als formigons designats per dosificaci\'f3\par - La indicaci\'f3 de l'\'fas estructural que ha de tenir el formig\'f3: en massa, armat o pretesat\par La designaci\'f3 per propietats s\'92ha de fer d'acord amb el format: T-R/C/TM/A\par - T: Indicatiu que ser\'e0 HM pel formig\'f3 en massa, HA pel formig\'f3 armat, i HP pel formig\'f3 pretesat\par - R: Resist\'e8ncia caracter\'edstica especificada, en N/mm2\par - C: Lletra indicativa del tipus de consist\'e8ncia: F fluida, B tova, P pl\'e0stica i S seca\par - TM: Grand\'e0ria m\'e0xima del granulat en mm.\par - A: Designaci\'f3 de l'ambient al que s'exposar\'e0 el formig\'f3\par En els formigons designats per propietaLVALts, el subministrador ha d'establir la composici\'f3 de la mescla del formig\'f3, garantint al peticionari les caracter\'edstiques especificades de grand\'e0ria m\'e0xima del granulat, consist\'e8ncia i resist\'e8ncia caracter\'edstica, aix\'ed com les limitacions derivades del tipus d'ambient especificat (contingut de ciment i relaci\'f3 aigua/ciment).\par En els formigons designats per dosificaci\'f3, el peticionari es responsable de la congru\'e8ncia de les caracter\'edstiques especificades de grand\'e0ria m\'e0xima del granulat, consistencia i contingut en ciment per metre c\'fabic de formig\'f3, i el subministrador les haur\'e0 de garantir, indicant tamb\'e9, la relaci\'f3 aigua/ciment que ha emprat.\par En els formigons amb caracter\'edstiques especials o d'altres de les especificades en la designaci\'f3, les garanties i les dades que el subministrador hagi d'aportar, s\'92ha d\'92especificar abans de l'inici del subministrament.\par El formig\'f3 ha de complir amb les exigencies de qualitat que estableix l'article 37.2.3 de la norma EHE.\par Si el formig\'f3 est\'e0 destinat a una obra amb armadures pretesades, no pot contenir cendres volants ni addicions de cap altre tipus, excepte el fum de s\'edlice.\par Si el formig\'f3 est\'e0 destinat a obres de formig\'f3 en massa o armat, la DF pot autoritzar l'us de cendres volants o fum de s\'edlice per la seva confecci\'f3. En estructures d'edificaci\'f3, si s'utilitzen cendres volants no han de superar el 35% del pes del ciment. Si s'utilitza fum de s\'edlice no ha de superar el 10% del pes del ciment.\par La central que subministri formig\'f3 amb cendres volants realitzar\'e0 un control sobre la producci\'f3 segons art. 29.2.2 de la EHE i ha de posar els resultats de l'an\'e0lisi a l'abast de la DF, o disposar\'e0 d'un segell o marca de conformitat oficialment homologat a nivell nacional o d'un pa\'eds membre de la CEE.\par Les cendres han de complir en qualsevol cas les especificacions de la norma UNE_EN 450.\par En cap cas la proporci\'f3 en pes LVALde l'additiu no ha de superar el 5% del pes del ciment utilitzat.\par Tipus de ciment:\par - Formig\'f3 en massa: Ciments comuns (UNE-EN 197-1), Ciments per a usos especials (UNE 80307)\par - Formig\'f3 armat\~: Ciments comuns (UNE-EN 197-1)\par - Formig\'f3 pretesat\~: Ciments comuns tipus CEM I, II/A-D (UNE 80307)\par - Es considera incl\'f2s dins dels ciments comuns els ciments blancs (UNE 80305)\par - Es consideren inclosos els ciments de caracter\'edstiques addicionals com els resistents als sulfats i/o a l'aigua de mar (UNE 80303-1 i UNE 80303-2), i els de baix calor d'hidrataci\'f3 (UNE 80303-3)\par Classe del ciment: 32,5 N\par El contingut m\'ednim de ciment ha d'estar d'acord amb les prescripcions de la norma EHE, en funci\'f3 de la classe d'exposici\'f3 (taula 37.3.2.a). La quantitat m\'ednima de ciment considerant el tipus d'exposici\'f3 m\'e9s favorable ha de ser:\par - Obres de formig\'f3 en massa: >= 200 kg/m3\par - Obres de formig\'f3 armat: >= 250 kg/m3\par - Obres de formig\'f3 pretesat: >= 275 kg/m3\par - A totes les obres: <= 400 kg/m3\par La relaci\'f3 aigua/ciment ha d'estar d'acord amb les prescripcions de la norma EHE, en funci\'f3 de la classe d'exposici\'f3 (taula 37.3.2.a). La relaci\'f3 aigua/ciment considerant el tipus d'exposici\'f3 m\'e9s favorable ha de ser:\par - Formig\'f3 en massa: <= 0,65 kg/m3\par - Formig\'f3 armat: <= 0,65 kg/m3\par - Formig\'f3 pretesat: <= 0,60 kg/m3\par Assentament en el con d'Abrams (UNE 83-313):\par - Consist\'e8ncia seca: 0 - 2 cm\par - Consist\'e8ncia pl\'e0stica: 3 - 5 cm\par - Consist\'e8ncia tova: 6 - 9 cm\par - Consist\'e8ncia fluida: 10-15 cm\par L'i\'f3 clor total aportat pels components d'un formig\'f3 no pot excedir:\par - Pretensat: <= 0,2% pes del ciment\par - Armat: <= 0,4% pes del ciment\par - En massa amb armadura de fissuraci\'f3: <= 0,4% pes del ciment\par Toler\'e0ncies:\par - Assentament en el con d'Abrams:\par - Consist\'e8ncia seca: Nul\par - Consist\'e8ncia pl\'e0stica o tova: \'b1 1 cm\par - LVALConsist\'e8ncia fluida: \'b1 2 cm\par FORMIGONS PER A PILOTIS O PANTALLES FORMIGONATS \'93IN SITU\'94\par Tamany m\'e0xim del granulat. El mes petit dels seg\'fcents valors:\par - <= 32 mm\par - <= 1/4 separaci\'f3 entre barres d\'92acer longitudinals\par Dosificacions d\'92amasat:\par - Contingut de ciment:\par - Formigons abocats en sec: >= 325 kg/m3\par - Formigons submergits: >= 375 kg/m3\par - Relaci\'f3 aigua-ciment (A/C): < 0,6\par - Contingut de fins d <0,125 (ciment incl\'f2s):\par - Granulat gruixut d > 8 mm: >= 400 kg/m3\par - Granulat gruixut d <= 8 mm: >= 450 kg/m3\par El formig\'f3 ha de tenir la docilitat i flu\'efdesa adequada, i aquests valors s\'92han de mantenir durant tot el proc\'e9s de formigonat, per tal d\'92evitar embussos als tubs de formigonar.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par SUBMINISTRAMENT I EMMAGATZEMATGE:\par Subministrament: En camions formigonera.\par El formig\'f3 ha d'arribar a l'obra sense alteracions en les seves caracter\'edstiques, formant una barreja homog\'e8nia i sense haver iniciat l'adormiment.\par Queda expressament prohibit l'addici\'f3 al formig\'f3 de qualsevol quantitat d'aigua o altres subst\'e0ncies que puguin alterar la composici\'f3 original.\par Emmagatzematge: No \'e9s pot emmagatzemar.\par CONDICIONS DE MARCATGE I CONTROL DE LA DOCUMENTACI\'d3:\par El subministrador ha de lliurar amb cada c\'e0rrega un full on constin, com a m\'ednim, les dades seg\'fcents:\par - Nom de la central que ha elaborat el formig\'f3\par - N\'famero de s\'e8rie del full de subministrament\par - Data de lliurament\par - Nom del peticionari i del responsable de la recepci\'f3\par - Especificacions del formig\'f3:\par - Resist\'e8ncia caracter\'edstica\par - Formigons designats per propietats:\par - Designaci\'f3 d'acord amb l'art. 39.2 de la EHE\par - Contingut de ciment en kg/m3 (amb 15 kg de toler\'e0ncia)\par - Formigons designats per dosificaci\'f3:\par - Contingut de LVALciment per m3\par - Tipus d'ambient segons la taula 8.2.2 de la EHE\par - Relaci\'f3 aigua/ciment (amb 0,02 de toler\'e0ncia)\par - Tipus, classe i marca del ciment\par - Grand\'e0ria m\'e0xima del granulat\par - Consist\'e8ncia\par - Tipus d'additiu segons UNE_EN 934-2, si n'hi ha\par - Proced\'e8ncia i quantitat de les addicions o indicaci\'f3 que no en t\'e9\par - Designaci\'f3 espec\'edfica del lloc de subministrament\par - Quantitat de formig\'f3 que compon la c\'e0rrega, en m3 de formig\'f3 fresc\par - Identificaci\'f3 del cami\'f3 i de la persona que fa la desc\'e0rrega\par - Hora l\'edmit d'us del formig\'f3\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par PILOTIS I PANTALLES FORMIGONADES \'93IN SITU\'94\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural DB-SE.\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formigonament d\'92estructures i elements estructurals, amb formig\'f3 en massa, armat o per a pretensar, de central o elaborat a l'obra en planta dosificadora, que compleixi les prescripcions de la norma EHE, abocat directament des de cami\'f3, amb bomba o amb cubilot, i operacions auxiliars relacionades amb el formigonament i la cura del formig\'f3.\par S'han considerat els elements a formigonar seg\'fcents:\par - Rases i pous\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Formigonament:\par - Preparaci\'f3 de la zona de treball\par - Humectaci\'f3 de l\'92encofrat\par - Abocada del formig\'f3\par - Compactaci\'f3 del formig\'f3 mitjan\'e7ant vibratge\par - Curat del formig\'f3\par CONDICIONS GENERALS:\par En l'execuci\'f3 de l'element s'han de complir les prescripcions establertes en la norma EHE, en especial les que fan refer\'e8ncia a la durabilitat del formig\'f3 i les armadures (art.8.2 i 37 de la EHE) en funci\'f3 de les classes d'exposici\'f3.\par El formig\'f3 col\'b7locat no ha de tenir disgregacions o buits a la massa.\par Despr\'e9s del formigonament les armadures han de mantenir la posici\'f3 prevista a la DT.\par La secci\'f3 de l'element no ha de quedar disminu\'efda en cap punt per la introducci\'f3 d'elements de l'encofrat ni d'altres.\par Els defectes que s'hagin produ\'eft en formigonar s'han de reparar de seguida, pr\'e8via aprovaci\'f3 de la DF.\par L'element acabat ha de tenir una superf\'edcie uniforme, sense irregularitats.\par Si la superf\'edcie ha de quedar vista ha de tenir, a m\'LVALe9s, una coloraci\'f3 uniforme sense regalims, taques, o elements adherits.\par En el cas d'utilitzar matac\'e0, les pedres han de quedar distribu\'efdes uniformement dins de la massa de formig\'f3 sense que es toquin entre elles.\par Resist\'e8ncia caracter\'edstica estimada del formig\'f3 (Fest) al cap de 28 dies: >= 0,9 x Fck\par Gruix m\'e0xim de la tongada:\par - Consist\'e8ncia seca: <= 15 cm\par - Consist\'e8ncia pl\'e0stica: <= 25 cm\par - Consist\'e8ncia tova: <= 30 cm\par Toler\'e0ncies d'execuci\'f3:\par Les toler\'e0ncies d'execuci\'f3 han de complir l'especificat en l\'92article 5 de l'annex 10 de la norma EHE.\par Les toler\'e0ncies en el recobriment i la posici\'f3 de les armadures han de complir l'especificat en la UNE 36831.\par No s'accepten toler\'e0ncies en el replanteig d'eixos en l'execuci\'f3 de fonaments de mitgeres, buits d'ascensor, passos d\'92instal\'b7lacions, etc., fora que ho autoritzi expl\'edcitament la DF.\par RASES I POUS:\par Toler\'e0ncies d'execuci\'f3:\par - Desviaci\'f3 en planta, del centre de gravetat: < 2% dimensi\'f3 en la direcci\'f3 considerada, \'b1 50 mm\par - Nivells:\par - Cara superior del formig\'f3 de neteja: + 20 mm, - 50 mm\par - Cara superior del fonament: + 20 mm, - 50 mm\par - Gruix del formig\'f3 de neteja: - 30 mm\par - Dimensions en planta: - 20 mm\par - Fonaments encofrats\~: + 40 mm\par - Fonaments formigonats contra el terreny (D:dimensi\'f3 considerada):\par - D <= 1 m\~: + 80 mm\par - 1 m < D <= 2,5 m\~: + 120 mm\par - D > 2,5 m\~: + 200 mm\par - Secci\'f3 transversal (D:dimensi\'f3 considerada):\par - En tots els casos: + 5%(<= 120 mm), - 5%(<= 20 mm)\par - D <= 30 cm: + 10 mm, - 8 mm\par - 30 cm < D <= 100 cm: + 12 mm, - 10 mm\par - 100 cm < D: + 24 mm, - 20 mm\par - Planor (EHE art.5.2.e):\par - Formig\'f3 de neteja: \'b1 16 mm/2 m\par - Cara superior del fonament: \'b1 16 mm/2 m\par - Cares laterals (fonaments encofrats)\~: \'b1 16 mm/2 m\paLVALr - Horitzontalitat: \'b1 5 mm/m, <= 15 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par FORMIGONAMENT:\par Si la superf\'edcie sobre la que s'ha de formigonar ha sofert gelada, s'ha d'eliminar pr\'e8viament la part afectada.\par La temperatura dels elements on es fa l'abocada ha de ser superior als 0\'b0C.\par El formig\'f3 s'ha de posar a l'obra abans que comenci l'adormiment, i a una temperatura >= 5\'b0C.\par La temperatura per a formigonar ha d'estar entre 5\'b0C i 40\'b0C. El formigonament s'ha de suspendre quan es prevegi que durant les 48 h seg\'fcents la temperatura pot ser inferior a 0\'b0C. Fora d'aquests l\'edmits, el formigonament requereix precaucions expl\'edcites i l'autoritzaci\'f3 de la DF En aquest cas, s'han de fer provetes amb les mateixes condicions de l'obra, per a poder verificar la resist\'e8ncia realment assolida.\par Si l'encofrat \'e9s de fusta, ha de tenir la humitat necess\'e0ria per tal que no absorbeixi l'aigua del formig\'f3.\par No s'admet l'alumini en motlles que hagin d'estar en contacte amb el formig\'f3.\par No s'ha de formigonar sense la conformitat de la DF, un cop s'hagi revisat la posici\'f3 de les armadures (si s'escau) i dem\'e9s elements ja col\'b7locats.\par Si l'abocada del formig\'f3 es fa amb bomba, la DF ha d'aprovar la instal\'b7laci\'f3 de bombeig pr\'e8viament al formigonament.\par No pot transc\'f3rrer m\'e9s d'1 hora des de la fabricaci\'f3 del formig\'f3 fins el formigonament, a menys que la DF ho cregui convenient per aplicar medis que retardin l'adormiment.\par No s'han de posar en contacte formigons fabricats amb tipus de ciments incompatibles entre ells.\par L'abocada s'ha de fer des d'una al\'e7\'e0ria inferior a 1,5 m, sense que es produeixin disgregacions.\par L'abocada ha de ser lenta per evitar la segregaci\'f3 i el rentat de la mescla ja abocada.\par La velocitat de formigonament ha de ser suficient per assegurar que l'aire no quedi agafat i assenti el formig\'f3. Alhora s'ha de vibrar en\'e8rgicament.\par El formigonament bLVALrs'ha de suspendre en cas de pluja o de vent fort. Eventualment, la continuaci\'f3 dels treballs, en la forma que es proposi, ha de ser aprovada per la DF.\par En cap cas s'ha d'aturar el formigonament si no s'ha arribat a un junt adequat.\par Els junts de formigonament han de ser aprovats per la DF abans del formigonament del junt.\par En tornar a iniciar el formigonament del junt s'ha de retirar la capa superficial de morter, deixant els granulats al descobert i el junt net. Per a fer-ho no s'han d'utilitzar productes corrosius.\par Abans de formigonar el junt s'ha d'humitejar.\par Quan la interrupci\'f3 hagi estat superior a 48 h s'ha de recobrir el junt amb resina epoxi.\par La compactaci\'f3 s'ha de realitzar per vibratge. El gruix m\'e0xim de la tongada dep\'e8n del vibrador utilitzat. S'ha de vibrar fins que s'aconsegueixi una massa compacta i sense que es produeixin disgregacions.\par El vibratge ha de fer-se m\'e9s intens a les zones d'alta densitat d'armadures, a les cantonades i als paraments.\par Un cop reblert l'element no s'ha de corregir el seu aplomat, ni el seu anivellament.\par Durant l'adormiment i fins aconseguir el 70% de la resist\'e8ncia prevista, s'han de mantenir humides les superf\'edcies del formig\'f3. Aquest proc\'e9s ha de ser com a m\'ednim de:\par - 7 dies en temps humit i condicions normals\par - 15 dies en temps calor\'f3s i sec, o quan la superf\'edcie de l'element estigui en contacte amb aig\'fces o filtracions agressives\par Durant l'adormiment s'han d'evitar sobrec\'e0rregues i vibracions que puguin provocar la fissuraci\'f3 de l'element.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum amidat segons les especificacions de la DT, amb aquelles modificacions i singularitats acceptades pr\'e8viament i expressament per la DF.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Fil d'acer dol\'e7, flexible i tena\'e7, obtingut per estiratge en fred o per trefilatge.\par S'han considerat els tipus seg\'fcents:\par - Filferro d'acer\par - Filferro d'acer galvanitzat\par - Filferro d'acer plastificat\par - Filferro recuit\par CARACTER\'cdSTIQUES GENERALS:\par Ha de ser de secci\'f3 constant i uniforme.\par Ha de acomplir les especificacions de la norma UNE 36-722.\par ACABAT SUPERFICIAL GALVANITZAT:\par El seu recobriment de zinc ha de ser homogeni, llis, sense discontinu\'eftats, escames, grans, rugositats o esquerdes, no ha de tenir taques ni d'altres imperfeccions superficials.\par La masa m\'ednima del recobriment de zinc (UNE 37-504)ha de complir les especificacions de les taules I i II de la UNE 37-506.\par Resist\'e9ncia a la tracci\'f3 (UNE 37-504):\par - Qualitat G1 o G2: 1770 N/mm2\par - Qualitat G3: 1570 N/mm2\par Adher\'e8ncia del recobriment (UNE 37-504): Ha de complir\par Puresa del zinc (UNE 37-504): >= 98,5%\par Toler\'e0ncies:\par - Di\'e0metre: \'b1 2% di\'e0metre nominal\par FILFERRO D'ACER PLASTIFICAT:\par Filferro d'acer de baix contingut de carboni, galvanitzat en calent, amb un recobriment org\'e0nic de PVC aplicat per extrusi\'f3 o sinteritzaci\'f3.\par El recobriment de PVC ha de complir les especificacions de l'apartat 6.3 de la UNE 36-732.\par La concentricitat i la adherencia del recobriment de PVC ha de complir les especificacions del article 6.5 UNE 36-732.\par Caracter\'edstiques del galvanitzat: G-1B (UNE 37-506)\par Resist\'e8ncia a la tracci\'f3:\par - Qualitat recuit: =< 600 N/mm2\parHLVALX - Qualitat dur: > 600 N/mm2\par Toler\'e0ncies:\par - Di\'e0metre: taula 1 UNE 36-732\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En rotlles. A l'embalatge o albar\'e0 de lliurament hi han de constar les dades seg\'fcents:\par - Identificaci\'f3 del fabricant o nom comercial\par - Identificaci\'f3 del producte\par - Di\'e0metre i llarg\'e0ria dels rotlles\par Emmagatzematge: En llocs secs i protegits de la intemp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par FILFERRO D'ACER:\par *UNE 36722:1974 Alambre de acero de bajo contenido en carbono. Medidas y tolerancias.\par FILFERRO D'ACER GALVANITZAT:\par *UNE 37506:1983 Alambres de acero galvanizados en caliente para usos generales. Designaci\'f3n de calidades. Caracterisicas generales.\par *UNE 37502:1983 Alambres de acero galvanizados en caliente. Condiciones t\'e9cnicas de suministro.\par FILFERRO PLASTIFICAT:\par *UNE 36732:1995 Alambres de acero y productos de alambre para cerramientos. Recubrimientos org\'e1nicos sobre el alambre. Recubrimientos de poli(cloruro de vinilo).\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Barres o conjunts de barres muntades, tallades i conformades, per a elements de formig\'f3 armat, elaborades a l'obra.\par CARACTER\'cdSTIQUES GENERALS:\par El di\'e0metre interior del doblegament de les barres (Di) ha de complir:\par BARRES CORRUGADES:\par +----------------------------------------------------------------------+\par \'a6 Tipus acer \'a6 Barres doblegades o corbades \'a6 Ganxos i patilles \'a6\par \'a6 \'a6------------------------------\'a6--------------------------\'a6\par \'a6 \'a6 D <= 25 mm \'a6 D > 25 mm \'a6 D < 20 mm \'a6 D >= 20 mm \'a6\par \'a6------------\'a6---------------\'a6--------------\'a6------------\'a6-------------\'a6\par \'a6 B 400 \'a6 10 D \'a6 12 D \'a6 4 D \'a6 7 D \'a6\par \'a6 B 500 \'a6 12 D \'a6 14 D \'a6 4 D \'a6 7 D \'a6\par +----------------------------------------------------------------------+\par Els c\'e8rcols o estreps han de seguir les mateixes prescripcions que les barres corrugades.\par S'admeten di\'e0metres de doblegament inferi\'f3rs per als di\'e0metres <= 12 mm, que han de complir:\par - No han d'apareixer principis de fissuraci\'f3.\par - Di\'e0metre de doblegament: >= 3 D, >= 3 cm\par En cap cas han d'apar\'e8ixer principis de fissuraci\'f3.\par S'han d'aplicar les toler\'e0ncies que defineix la UNE 36-831.\par\par 2.- CONDICIONS D'EXECUCI\'d3 I D'UTILITZACI\'d3\par\par El doblegament de les armadures s'ha de fer en fred, a velocitat constant, de forma mec\'e0nica i amb l'ajut d LVAL 'un mandr\'ed.\par En cas de desdoblegament d'armadures en calent, s'han de prendre les precaucions necessaries per a no malmetre el formig\'f3 amb les altes temperatures.\par No s'han d'adre\'e7ar els colzes excepte si es pot verificar que es realitza sense danys.\par No s'han de doblegar un nombre elevat de barres en la mateixa secci\'f3 d'una pe\'e7a.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par kg de pes necessari elaborat a l'obra, calculat amb el pes unitari te\'f2ric o qualsevol altre expressament acceptat per la DF.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia de les operacions espec\'edfiques d'aquests treballs, com ara retalls i lligaments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Barres corrugades d'acer per a armadures pasives d'elements de formig\'f3.\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Les barres no han de tenir defectes superficials, fissures ni bufats.\par L'armadura ha de ser neta, sense taques de greix, d'oli, de pintura, de pols o de qualsevol altre mat\'e8ria perjudicial.\par Es prohibeix l'\'fas de filferros llisos o corrugats com a armadures passives longitudinals o transversals, amb les excepcions seg\'fcents:\par - Malles electrosoldades\par - Armadures b\'e0siques electrosoldades\par En sostres unidireccionals armats o pretesats de formig\'f3, s'ha de seguir les seves propies normes\par Les caracter\'edstiques geom\'e8triques del corrugat de les barres han de complir les especificacions de la norma UNE 36-068 i UNE 36-065.\par Han de portar gravades les marques d'identificaci\'f3 segons la UNE 36-068 i UNE 36-065, relatives al tipus d'acer (geometria del corrugat), pa\'eds d'origen i marca del fabricant (segons informe t\'e8cnic de la UNE 36-811).\par MLVALides nominals:\par +----------------------------------------+\par \'a6Di\'e0metre \'a6 \'c0rea de la secci\'f3 \'a6 Massa \'a6\par \'a6nominal e \'a6 transversal S \'a6 \'a6\par \'a6 (mm) \'a6 (mm2) \'a6 (kg/m) \'a6\par \'a6----------\'a6-------------------\'a6---------\'a6\par \'a6 6 \'a6 28,3 \'a6 0,222 \'a6\par \'a6 8 \'a6 50,3 \'a6 0,395 \'a6\par \'a6 10 \'a6 78,5 \'a6 0,617 \'a6\par \'a6 12 \'a6 113 \'a6 0,888 \'a6\par \'a6 14 \'a6 154 \'a6 1,21 \'a6\par \'a6 16 \'a6 201 \'a6 1,58 \'a6\par \'a6 20 \'a6 314 \'a6 2,47 \'a6\par \'a6 25 \'a6 491 \'a6 3,85 \'a6\par \'a6 32 \'a6 804 \'a6 6,31 \'a6\par \'a6 40 \'a6 1260 \'a6 9,86 \'a6\par +----------------------------------------+\par Caracter\'edstiques mec\'e0niques de les barres:\par +---------------------------------------------------------------------+\par \'a6Designaci\'f3\'a6Classe acer\'a6 L\'edm.el\'e0stic \'a6 C\'e0rrega \'a6Allargament \'a6 Relaci\'f3 \'a6\par \'a6 \'a6 \'a6 fy (N/mm2) \'a6unitaria \'a6de rotura \'a6 fs/fy \'a6\par \'a6 \'a6 \'a6 \'a6de rotura\'a6(sobre base \'a6 \'a6\par \'a6 \'a6 \'a6 \'a6fs(N/mm2)\'a6de 5 \'a6 \'a6\par \'a6 \'a6 \'a6 \'a6 \'a6di\'e0metres \'a6 \'a6\par \'a6----------\'a6-----------\'a6-------------\'a6---------\'a6------------\'a6---------\'a6\par \'a6 B 400 S \'a6 Soldable \'a6 >= 400 \'a6 >= 440 \'a6 >= 14% \'a6 >= 1,05 \'a6\par \'a6 B 500 S \'a6 Soldable \'a6 >= 500 \'a6 >= 550 \'a6 >= 12% \'a6 >= 1,05 \'a6\par +---------------------------------------------------------------------+\par +-----------------------------------------------------------------------+\par \'a6DesignaLVALci\'f3\'a6L\'edm.el\'e0stic\'a6Resist. \'a6Relaci\'f3 \'a6Allarg.de \'a6Allarg.\'a6Relaci\'f3\'a6\par \'a6 \'a6 Re (MPa) \'a6a la \'a6Re-real/ \'a6rotura \'a6total \'a6Rm/Re \'a6\par \'a6 \'a6 \'a6tracci\'f3 \'a6Re-nominal\'a6(s/base de \'a6c\'e0rrega\'a6 \'a6\par \'a6 \'a6 \'a6Rm (MPa) \'a6 \'a65 di\'e0metres\'a6m\'e0xima \'a6 \'a6\par \'a6----------\'a6-----------\'a6---------\'a6----------\'a6-----------\'a6-------\'a6-------\'a6\par \'a6 B 400 SD \'a6 >= 400 \'a6 >= 480 \'a6 >= 1,20 \'a6 >= 20% \'a6 9% \'a6>= 1,20\'a6\par \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6<= 1,35\'a6\par \'a6 B 500 SD \'a6 >= 500 \'a6 >= 575 \'a6 >= 1,25 \'a6 >= 12% \'a6 8% \'a6>= 1,15\'a6\par \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6<= 1,35\'a6\par +-----------------------------------------------------------------------+\par Composici\'f3 qu\'edmica:\par +-----------------------------------------------------------------+\par \'a6An\'e0lisis \'a6 C \'a6Ceq (segons UNE 36-068)\'a6 P \'a6 S \'a6 N \'a6\par \'a6UNE 36-068\'a6 %m\'e0x.\'a6 %m\'e0x. \'a6 %m\'e0x. \'a6 %m\'e0x. \'a6 %m\'e0x. \'a6\par \'a6----------\'a6------\'a6-----------------------\'a6-------\'a6-------\'a6-------\'a6\par \'a6Colada \'a6 0,22 \'a6 0,50 \'a6 0,050 \'a6 0,050 \'a6 0,012 \'a6\par \'a6Producte \'a6 0,24 \'a6 0,52 \'a6 0,055 \'a6 0,055 \'a6 0,013 \'a6\par +-----------------------------------------------------------------+\par Pres\'e8ncia de fissures despr\'e9s dels assaigs de doblegat simple a 180\'b0 i de doblegat-desdoblegat a 90\'b0C (UNE 36-068 i UNE 36-065): Nul\'b7la\par Tensi\'f3 d'adher\'e8ncia (UNE 36-068 i UNE 36-065):\par - Tensi\'f3 mitjana d'adher\'e8ncia:\par - D < 8 mm: >= 6,88 N/mm2\par - 8 mm <= D <= 32 mm: >= (7,84-0,12 D) N/mm2\par - D > 32 mm: >= LVAL4,00 N/mm2\par - Tensi\'f3 de trencament d'adher\'e8ncia:\par - D < 8 mm: >= 11,22 N/mm2\par - 8 mm <= D <= 32 mm: >= (12,74-0,19 D) N/mm2\par - D > 32 mm: >= 6,66 N/mm2\par Toler\'e0ncies:\par - Secci\'f3 barra:\par - Per a D <= 25 mm: >= 95 % secci\'f3 nominal\par - Per a D > 25 mm: >= 96% secci\'f3 nominal\par - Massa: \'b1 4,5% massa nominal\par - Ovalitat:\par +----------------------------------+\par \'a6Di\'e0metre nominal\'a6Difer\'e8ncia m\'e0xima\'a6\par \'a6 e (mm) \'a6 (mm) \'a6\par \'a6----------------------------------\'a6\par \'a6 6 \'a6 1 \'a6\par \'a6 8 \'a6 1 \'a6\par \'a6 10 \'a6 1,50 \'a6\par \'a6 12 \'a6 1,50 \'a6\par \'a6 14 \'a6 1,50 \'a6\par \'a6 16 \'a6 2,00 \'a6\par \'a6 20 \'a6 2,00 \'a6\par \'a6 25 \'a6 2,00 \'a6\par \'a6 32 \'a6 2,50 \'a6\par \'a6 40 \'a6 2,50 \'a6\par +----------------------------------+\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Subministrament: El fabricant ha de facilitar per a cada partida d'acer:\par En el cas de productes certificats:\par - El distintiu o certificat CCRR d'acord amb l'art. 1 de la norma EHE\par - El certificat d\'92adher\'e8ncia per a les barres i filferros corrugats (armadures passives)\par - El certificat de garantia del fabricant que indiqui els valors m\'ednims de les caracter\'edstiques definides als arts. 31.2, 31.3 i 31.4 de la norma EHE\par El fabricant ha de facilitar, si se li demana, c\'f2pia dels resultats dels assaigs de control de producci\'f3 corresponents a la partida servida.\par En el cas de productes no certificats (sense distintiu o certificat CCRR):\par - Resultat de l'assaig de les caracter\'edstiques mec\'e0niques\par - Resultat de l'assaig de les caracter\'edstiques geom\'e8triquesLVAL\par - Resultat de l'assaig de composici\'f3 qu\'edmica (armadures passives)\par - Certificat espec\'edfic d'adher\'e8ncia (armadures passives)\par Emmagatzematge: en llocs en els que restin protegits de la pluja, l'humitat del terra i l'eventual agresivitat de l'ambient.\par Es classificaran segons el tipus, qualitat, di\'e0metre i proced\'e8ncia.\par Abans de la seva utilitzaci\'f3 i en especial despres de periodes llargs d'emmagatzematge en obra, s'ha d'inspeccionar la superf\'edcie per tal de comprovar que no hi hagi alteracions superficials.\par P\'e8rdua de pes despr\'e8s de l'eliminaci\'f3 d'\'f2xid superficial amb raspall de filferros: < 1%\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par UNE 36068:1994 Barras corrugadas de acero soldable para armaduras de hormig\'f3n armado\par UNE 36065:2000 EX Barras corrugadas de acero soldable con caracter\'edsticas especiales de ductilidad para armaduras de hormig\'f3n armado.\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge i col\'b7locaci\'f3 de l'armadura formada per barres corrugades, malla electrosoldada o conjunt de barres i/o malles d'acer, a l'excavaci\'f3, a l'encofrat o ancorades a elements de formig\'f3 existents, o soldades a perfils d\'92acer.\par S'han considerat les armadures pels elements estructurals seg\'fcents:\par - Rases i pous\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Tallat i doblegat de l'armadura\par - Neteja de les armadures\par - Neteja del fons de l'encofrat\par - Col\'b7locaci\'f3 dels separadors\par - Muntatge i col\'b7locaci\'f3 de l'armadura\par - Subjecci\'f3 dels elements que formen l'armadura\par - Subjecci\'f3 de l'armadura a l'encofrat\par CONDICIONS GENERALS:\par Per a la elaboraci\'f3, manipulaci\'f3 i muntatge de les armadures s\'92ha de seguir les indicacions de la EHE i la UNE 36831.\par Els di\'e0metres, la forma, les dimensions i la disposici\'f3 de les armadures han de ser les que s'especifiquen a la DT.\par Les barres no han de tenir esquerdes ni fissures.\par Les armadures han de ser netes, no han de tenir \'f2xid no adherent, pintura, greix ni d'altres subst\'e0ncies perjudicials.\par La secci\'f3 equivalent de les barres de l'armadura no ha de ser inferior al 95% de la secci\'f3 nominal.\par No hi ha d'haver m\'e9s empalmaments dels que consten a la DT o autoritzi la DF.\par Els empalmaments es poden realitzar per solapa o per soldadura.\par Per a realitzar un altre tipus d'empalmament es requerir\'e0 disposar d'assaigs que LVALdemostrin que garanteixen de forma permanent una resist\'e8ncia a la ruptura no inferior a la de la menor de les dues barres que s'uneixen i que el moviment relatiu entre elles no sigui superior a 0,1 mm.\par Es pot utilitzar la soldadura per a l'elaboraci\'f3 de la ferralla sempre que es faci d'acord amb els procediments establerts a la UNE 36-832, l'acer sigui soldable i es faci a taller amb instal\'b7laci\'f3 industrial fixa. Nom\'e9s s'admet soldadura en obra en els casos previstos en la DT i autoritzats per la DF.\par La realitzaci\'f3 dels empalmaments pel que fa al procediment, la disposici\'f3 dins la pe\'e7a, la llarg\'e0ria dels solapaments i la posici\'f3 dels diferents empalmaments en barres properes, ha de seguir les prescripcions de la EHE, al article 66.6.\par A les solapes no s'han de disposar ganxos ni potes.\par No es poden disposar empalmaments per soldadura a les zones de forta curvatura de l'armadura.\par Els empalmaments per soldadura es faran d'acord amb el que estableix la norma UNE 36-832.\par Les armadures han d'estar subjectades entre elles i a l'encofrat de manera que mantinguin la seva posici\'f3 durant l'abocada i la compactaci\'f3 del formig\'f3.\par Els estreps de pilars o bigues han d'anar subjectats a les barres principals mitjan\'e7ant un lligat simple o altre procediment idoni. En cap cas es pot fer amb punts de soldadura quan les armadures estiguin a l\'92encofrat.\par Les armadures d'espera han d'estar subjectades a l'engraellat dels fonaments.\par Quan la DT exigeix recobriments superiors a 50 mm, s'ha de col\'b7locar una malla de repartiment en mig d'aquest gruix segons s'especifica a l'article 37.2.4. de la norma EHE, excepte en el cas d'elements que hagin de quedar soterrats.\par La DF ha d'aprovar la col\'b7locaci\'f3 de les armadures abans de comen\'e7ar el formigonament.\par Per a qualsevol classe d'armadures passives, inclosos els estreps, el recobriment no ha de ser inferior, en cap punt, als valors determinats en la taula 37.2.4. de la norma EHE, en funLVALci\'f3 de la classe d'exposici\'f3 ambiental a que es sotmetr\'e0 el formig\'f3 armat, segons el que indica l'article 8.2.1 de la mateixa norma.\par Dist\'e0ncia lliure armadura \'96 parament: >= D m\'e0xim, >= 0,80 granulat m\'e0xim\par Recobriment en peces formigonades contra el terreny: >= 70 mm\par Dist\'e0ncia lliure barra doblegada - parament: >= 2 D\par La realitzaci\'f3 dels ancoratges de les barres al formig\'f3, pel que fa a la forma, posici\'f3 dins la pe\'e7a i llarg\'e0ria de les barres a de seguir les prescripcions de la EHE, article 66.5.\par Toler\'e0ncies d'execuci\'f3:\par - Llarg\'e0ria d'ancoratge i solapa: -0,05L (<= 50 mm, m\'ednim 12 mm), + 0,10 L (<=50 mm)\par Les toler\'e0ncies en el recobriment i la posici\'f3 de les armadures han de complir l'especificat en la UNE 36831.\par BARRES CORRUGADES:\par Es poden col\'b7locar en contacte tres barres, com a m\'e0xim, de l'armadura principal i quatre en el cas que no hi hagi empalmaments i la pe\'e7a estigui formigonada en posici\'f3 vertical.\par El di\'e0metre equivalent del grup de les barres no ha de ser de m\'e9s de 50 mm.\par Si la pe\'e7a ha de suportar esfor\'e7os de compressi\'f3 i es formigona en posici\'f3 vertical, el di\'e0metre equivalent no ha de ser de m\'e9s de 70 mm.\par A la zona de solapa, el nombre m\'e0xim de barres en contacte ha de ser de quatre.\par No s'han de solapar barres de D >= 32 mm sense justificar satisfact\'f2riament el seu comportament.\par Els empalmaments per solapa de barres agrupades han de complir l'article 66.6 de l'EHE.\par Es prohibeix l'empalmament per solapa en grups de quatre barres.\par L'empalmament per soldadura s'ha de fer seguint les prescripcions de la UNE 36-832.\par Dist\'e0ncia lliure vertical i horitzontal entre 2 barres aillades consecutives: >= D m\'e0xim, >= 1,25 granulat m\'e0xim, >= 20 mm\par Dist\'e0ncia entre els centres dels empalmaments de barres consecutives, segons direcci\'f3 de l'armadura: >= longitud b\'e0sica d'ancoratge (Lb)\par Dist\'e0ncia entre les barres LVALd\'92un empalmament per solapa: <= 4 D\par Dist\'e0ncia entre barres traccionades empalmades per solapa: <= 4 D, >= D m\'e0xim, >= 20 mm, >= 1,25 granulat m\'e0xim\par Armadura transversal a la zona de solapament: Secci\'f3 armadura transversal (At) >= Dm\'e0x (Dm\'e0x = Secci\'f3 barra solapada de di\'e0metre major)\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par El doblegament de les armadures s'ha de fer en fred, a velocitat constant, de forma mec\'e0nica i amb l'ajut d'un mandr\'ed.\par No s'han d'adre\'e7ar colzes excepte si es pot verificar que no es faran malb\'e9.\par S'han de col\'b7locar separadors per a garantir el recobriment m\'ednim i no han de produir fissures ni filtracions al formig\'f3.\par En cas de realitzar soldadures s'han de seguir les disposicions de la norma UNE 36-832 i les han d'executar operaris qualificats d'acord amb la normativa vigent.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par BARRES CORRUGADES:\par kg de pes calculat segons les especificacions de la DT, d'acord amb els criteris seg\'fcents:\par - El pes unitari per al seu c\'e0lcul ha de ser el te\'f2ric\par - Per a poder utilitzar un altre valor diferent del te\'f2ric, cal l'acceptaci\'f3 expressa de la DF.\par - El pes s\'92obtindr\'e0 amidant la llarg\'e0ria total de les barres (barra+cavalcament)\par L\'92escreix d\'92amidament corresponent als retalls est\'e0 incorporat al preu de la unitat d\'92obra com a increment del rendiment (1,05 kg de barra d\'92acer per kg de barra ferrallada, dins de l\'92element compost)\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural DB-SE.\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff1{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fswiss\fcharset0\fprq0 Arial;} {\f2\fmodern\fcharset0\fprq1 Courier New;} {\f3\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f1\fs20 Normal;}{\*\cs10\additive Default Paragraph Font;}{\s16\f1\fs24 [Normal];}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\s16\plain\f2\fs24 1.DEFINICI\loch\f2\hich\f2 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\plain\f1\fs18 DEFINICI\loch\f1\hich\f1 \'d3: \par Formaci\'f3 d'elements estructurals amb perfils normalitzats d'acer, utilitzats directament o formant peces compostes.\par S'han considerat els elements seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Pilars\par - Elements d'ancoratge\par - Bigues\par - Biguetes\par - Llindes\par - Traves\par - Encavallades\par - Corretges\par - Elements auxiliars (elements d'encastament, de recolzament i rigiditzadors)\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 S'han considerat els tipus de perfils seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Perfils d'acer laminat en calent, de les series IPN, IPE, HEA, HEB, HEM o UPN, d'acer A/42b o A/52b\par - Perfils d'acer laminat en calent de les series L, LD, T, rod\'f3, quadrat o rectangle d'acer A/42b o A/52b\par - Perfils foradats d'acer laminat en calent de les series rod\'f3, quadrat o rectangle d'acer A/42b o A/52b\par - Perfils conformats en fred, de les series L, LD, U, C, Z, o Omega, d'acer A/37b, A/42b o A/52b.\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600LVAL\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 S'han considerat els acabats superficials seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Pintat amb una capa d'emprimaci\'f3 antioxidant\par - Galvanitzat\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 Acabat amb una capa de rovell natural, per acers tipus corten\par S'han considerat els tipus de col.locaci\'f3 seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Col.locaci\'f3 amb soldadura\par - Col.locaci\'f3 amb cargols\par - Col.locaci\'f3 sobre obres de f\'e0brica o de formig\'f3, recolzats o encastats\par - Col.locaci\'f3 sobre obres de f\'e0brica o de formig\'f3 amb resines epoxi de dos components\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Preparaci\'f3 de la zona de treball\par - Replanteig i marcat dels eixos\par - Col.locaci\'f3 i fixaci\'f3 provisional de la pe\'e7a\par - Aplomat i nivellaci\'f3 definitius\par - Execuci\'f3 de les unions, en el seu cas\par - Comprovaci\'f3 final de l'aplomat i dels nivells\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 CONDICIONS GENERALS:\par La pe\'e7a ha d'estar col.locada a la posici\'f3 indicada a la D.T., amb les modificacions aprovades per la D.F.\par Les llindes i les traves han de quedar horitzontals.\par La pe\'e7a ha d'estar correctament aplomada i nivellada.\par Quan la pe\'e7a sigui composta, la disposici\'f3 dels diferents elements de la pe\'e7a, les seves dimensionsLVAL, tipus d'acer i perfils s'han de correspondre amb les indicacions de la D.T.\par Cada element ha de dur les marques d'identificaci\'f3 suficients per tal de definir la seva posici\'f3 a l'obra.\par L'element ha d'estar pintat amb una capa de protecci\'f3 de pintura antioxidant, excepte si est\'e0 galvanitzat.\par Els cantells de les peces no han de tenir \'f2xid adherit, rebaves, estries o irregularitats que dificultin el contacte amb l'element que s'han d'unir.\par Si el perfil est\'e0 galvanitzat, la col\'b7locaci\'f3 de l'element no ha de produir desperfectes en el recobriment del zenc.\par L'element no s'ha d'adre\'e7ar un cop col\'b7locat definitivament.\par No es permet reblir amb soldadura els forats que han estat practicats a l'estructura per a disposar cargols provisionals de muntatge.\par Les unions entre trams d'encavallada s'han de situar en els nusos de la estructura.\par Toler\'e0ncies d'execuci\'f3:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Llarg\'e0ria de l'element:\par\pard\qj\sl240\slmult0 - D'1 m, com a m\'e0xim\tab \'b1 2 mm\par\pard\qj\sl240\slmult0 - D'1 a 3 m\tab \'b1 3 mm\par\pard\qj\sl240\slmult0 - De 3 a 6 m\tab \'b1 4 mm\par\pard\qj\sl240\slmult0 - De 6 a 10 m\tab \'b1 5 mm\par\pard\qj\sl240\slmult0 - De 10 a 15 m\tab \'b1 6 mm\par\pard\qj\sl240\slmult0 - Fletxa (L=llum)\tab <= L/1500\par\pard\qj\sl240\slmult0 \tab <= 10 mm\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Aplomat:\par\pard\qj\sl240\slmult0 - Pilars\tab <= H/1000\par\pard\qj\sl240\slmult0 \tab <= 25 mm\par\pard\qj\sl240\slmult0 - Bigues (D=cantell)\tab <= D/250\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Toler\'e0ncia total (suma de les toler\'e0ncies dels elements que\LVALpar\pard\qj\sl240\slmult0 formen el conjunt estructural)\tab <= 15 mm\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par PILARS:\par L'orientaci\'f3 del pilar ha de coincidir amb les indicacions de la D.T.\par La uni\'f3 entre els pilars s'ha de fer per mitj\'e0 de platines de connexi\'f3 col.locades perpendicularment respecte a l'eix del pilar i ha de complir les toler\'e0ncies d'aplomat fixades.\par Si la base del pilar ha de quedar embeguda dins de formig\'f3, no \'e9s necessari que es pinti. Si ha d'estar algun temps a la intemp\'e8rie, s'ha de protegir amb beurada de ciment.\par Si la uni\'f3 del pilar d'arrencada i els fonaments o altre element estructural es fa per mitj\'e0 d'una placa amb esp\'e0rrecs roscats, aquests han de ser m\'e9s llargs de 80 cm; una vegada aplomat, nivellat i centrat el pilar s'han d'immobilitzar les femelles amb punts de soldadura.\par L'espai entre la placa i els fonaments s'ha de reblir amb morter p\'f2rtland de dosificaci\'f3 1:2, de consist\'e8ncia fluida i granulometria <= 1/5 del gruix de junt.\par Si els nusos son r\'edgids han d'incorporar els trossos de j\'e0ssera corresponents fins al punt de moments flectors nuls.\par Toler\'e0ncies d'execuci\'f3:\par\pard\qj\sl240\slmult0 - Dimensions de les plaques base dels pilars\tab \'b1 2%\par\pard\qj\sl240\slmult0 - Planor de les plaques base del pilar\tab \'b1 0,2%\par\pard\qj\sl240\slmult0 - Dimensions de rigiditzadors\tab \'b1 0,2%\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Llarg\'e0ria dels trossos de j\'e0ssera incorporats (LJ):\par\pard\qj\sl240\slmult0 - D'1 m de j\'e0ssera, com a m\'e0xim\tab \'b1 2 mm\par\pard\qj\sl240\slmult0 - D'1 a 3 m de j\'e0ssera\tab \'b1 3 mm\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par ELEMENTS D'ANCOLVALRATGE:\par Toler\'e0ncies d'execuci\'f3:\par\pard\qj\sl240\slmult0 - Planor\tab \'b1 0,2%\par\pard\qj\sl240\slmult0 - Dimensions plaques d'ancoratge\tab \'b1 2%\par\pard\qj\sl240\slmult0 - Separaci\'f3 entre barres d'ancoratge\tab \'b1 2%\par\pard\qj\sl240\slmult0 - Alineaci\'f3 entre barres d'ancoratge\tab \'b1 2 mm\par\pard\qj\sl240\slmult0 - Alineaci\'f3\tab \'b1 2 mm/m\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par COL.LOCACI\'d3 AMB CARGOLS:\par Els cargols que es poden utilitzar son els ordinaris, els calibrats i els d'alta resist\'e8ncia, que compleixin les especificacions de la norma NBE EA-95, part 2.5.\par El moment torsor de collat dels cargols ha de ser l'especificat a la D.T., o en el seu defecte l'indicat a la NBE EA-95, article 3.6.2.\par La disposici\'f3 dels forats a les peces, i el di\'e0metre dels mateixos, han de ser els indicats a la D.T. El di\'e0metre dels forats ha de ser entre 1 i 2 mm mes gran que el di\'e0metre nominal dels cargols.\par Les superf\'edcies dels caps de cargols i femelles han d'estar perfectament planes i netes.\par Hi ha d'haver una volandera sota la femella i la cabota del cargol.\par Una cop roscada la femella, la llarg\'e0ria de l'espiga no roscada ha de ser major o igual al gruix de la uni\'f3 m\'e9s 1 mm, sense arribar a la superf\'edcie exterior de la volandera i quedant dins de la uni\'f3 1 filet, com a m\'ednim.\par La part roscada de l'espiga del cargol ha de sobresortir de la femella un filet com a m\'ednim.\par Les femelles de tipus ordinari o calibrat, de cargols sotmesos a traccions en la direcci\'f3 del seu eix, s'han de bloquejar.\par Toler\'e0ncies d'execuci\'f3:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Les toler\'e0ncies en la forma i dimensions dels cargols, de les femelles i de les volanderes han de ser les que s'estableixen en la norma NBE EA-95.\pLVALar\pard\qj\sl240\slmult0 - Di\'e0metre dels cargols calibrats\tab - 0,00 mm\par\pard\qj\sl240\slmult0 \tab + 0,15 mm\par\pard\qj\sl240\slmult0 - Di\'e0metre dels cargols ordinaris i d'alta resist\'e8ncia\tab \'b1 1,0 mm\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Separaci\'f3 i alineaci\'f3 de forats:\par\pard\qj\sl240\slmult0 - Di\'e0metre del forat 11 mm\tab \'b1 1,0 mm\par\pard\qj\sl240\slmult0 - Di\'e0metre del forat 13 o 15 o 17 mm\tab \'b1 1,5 mm\par\pard\qj\sl240\slmult0 - Di\'e0metre del forat 19 o 21 o 23 mm\tab \'b1 2,0 mm\par\pard\qj\sl240\slmult0 - Di\'e0metre del forat 25 o 28 mm\tab \'b1 3,0 mm\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par COL.LOCACI\'d3 AMB SOLDADURA:\par La soldadura no ha de tenir cap defecte que constitueixi seq\'fc\'e8ncia en una llarg\'e0ria superior a 150 mm, ja sigui osca, fissura, inclusi\'f3 d'esc\'f2ria o porus.\par La uni\'f3 entre les platines i els pilars ha d'estar feta per mitj\'e0 de soldadures continues de penetraci\'f3 complerta.\par Les unions entre dues j\'e0sseres han d'estar fetes per soldadura completa i han d'estar situades entre 1/4 i 1/8 de la llum amb una inclinaci\'f3 de 60\'b0.\par Toler\'e0ncies d'execuci\'f3:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Dimensions dels cordons de soldadura:\par\pard\qj\sl240\slmult0 - De 15 mm, com a m\'e0xim\tab \'b1 0,5 mm\par\pard\qj\sl240\slmult0 - De 16 a 50 mm\tab \'b1 1,0 mm\par\pard\qj\sl240\slmult0 - De 51 a 150 mm\tab \'b1 2,0 mm\par\pard\qj\sl240\slmult0 - De m\'e9s de 150 mm\tab \'b1 3,0 mm\par\pard\s16\par\par\par 2.CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\LVALtx7920\tx8640\tx9360\tx10080 CONDICIONS GENERALS:\par El constructor ha d'elaborar els pl\'e0nols de taller i un programa de muntatge que han de ser aprovats per la D.F. abans d'iniciar els treballs en obra.\par La D.F. ha d'haver aprovat els pl\'e0nols de taller abans d'iniciar l'execuci\'f3 de l'obra. Qualsevol modificaci\'f3 durant els treballs ha d'aprovar-la la D.F. i reflectir-se posteriorment en els pl\'e0nols de taller.\par Si durant el transport el material ha sofert desperfectes que no poden ser corregits o es preveu que despr\'e9s d'arreglar-los afectar\'e0 al seu treball estructural, la pe\'e7a ha de ser substitu\'efda.\par La secci\'f3 de l'element no ha de quedar disminu\'efda pels sistemes de muntatge utilitzats.\par No s'han de comen\'e7ar les unions de muntatge fins que no s'hagi comprovat que la posici\'f3 dels elements de cada uni\'f3 coincideix exactament amb la posici\'f3 definitiva.\par Els elements provisionals de fixaci\'f3 que per a l'armat i el muntatge es soldin a les barres de l'estructura, s'han de desprendre amb bufador sense afectar a les barres. Es prohibeix desprendre'ls a cops.\par Quan es faci necessari tesar alguns elements de l'estructura abans de posar-la en servei, s'indicar\'e0 en els Pl\'e0nols i Plec de Condicions T\'e8cniques Particulars la forma en qu\'e8 s'ha fet i els medis de comprovaci\'f3 i mesura.\par Un cop acabada la posada a l'obra se li ha de donar una segona o tercera capa de protecci\'f3 de pintura antioxidant, segons les especificacions de la D.F., que ha de complir les condicions fixades a la seva partida d'obra.\par Les parts que hagin de quedar de dif\'edcil acc\'e9s despr\'e9s del seu muntatge, per\'f2 sense estar en contacte, rebran la segona capa de pintura i la tercera, si est\'e0 prescrita, despr\'e9s de la inspecci\'f3 i l'acceptaci\'f3 de la D.F. i abans del muntatge.\par La preparaci\'f3 de les unions que s'hagin de realitzar a obra es far\'e0 a taller.\par\par COL.LOCACI\'d3 AMB CARGOLS:\par Els forats per als cargols s'han de fer amLVALb perforadora mec\'e0nica.\par \'c9s recomanable que, sempre que sigui possible, es perforin d'un sol cop els forats que travessin dues o m\'e9s peces.\par Despr\'e9s de perforar les peces s'han de separar per a eliminar les rebaves.\par La perforaci\'f3 s'ha de realitzar a di\'e0metre definitiu, excepte en els forats en que sigui previsible la rectificaci\'f3 per coincid\'e8ncia, els quals s'han de fer amb un di\'e0metre 1 mm menor que el definitiu.\par S'han de col.locar el nombre suficient de cargols de muntatge per assegurar la immobilitat de les peces armades i el contacte \'edntim de les peces d'uni\'f3.\par El cargols d'una uni\'f3 s'han d'apretar inicialment al 80% del moment torsor final, comen\'e7ant pels situats al centre, i s'han d'acabar d'apretar en una segona pasada.\par\par COL.LOCACI\'d3 AMB SOLDADURA:\par Els procediments autoritzats per a realitzar unions soldades son:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - El\'e8ctric manual, per arc descobert, amb el\'e8ctrode fusible descobert\par - El\'e8ctric semiautom\'e0tic o autom\'e0tic, per arc en atmosfera gasosa, amb filferro el\'e8ctrode fusible nu\par - El\'e8ctric autom\'e0tic, per arc submergit, amb filferro el\'e8ctrode fusible\par - El\'e8ctric per resist\'e8ncia\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 Les soldadures s'han de fer protegides de la pluja i el vent, i a una temperatura > 0\'b0C. Per temperatures < 0\'b0C es necessita l'autoritzaci\'f3 de la D.F.\par Abans de soldar s'han de netejar les superf\'edcies per unir de greix, \'f2xids i pintura, i s'ha de tenir cura que quedin ben seques.\par Les dimensions dels bisells de preparaci\'f3 dels cantells i la gola de les soldadures, aix\'ed com la llarg\'e0ria de les mateixes, han de ser els indicats a la D.T., d'acord amb la norma NBE EA-95.\par Els cordons de soldadura successius no han de produir osques.LVAL\par Despr\'e9s de fer un cord\'f3 de soldadura i abans de fer el seg\'fcent, cal netejar l'esc\'f2ria per mitj\'e0 d'una picola i d'un raspall.\par Totes les soldadures han d'estar fetes d'acord amb la NBE EA-95, per operaris qualificats per a fer el tipus de soldadura segons la UNE_EN 287-1.\par Les condicions d'execuci\'f3, disposici\'f3 i ordre a realitzar les soldadures han de ser les establertes als articles corresponents de la NBE EA-95.\par\pard\s16\par\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 ACER A/42 B PER A PLATINA EN PERFILS LAMINATS, DE 5 MM DE GRUIX, COL\'b7LOCAT AMB ADHESIU DE RESINES EPOXI SENSE DISSOLVENTS, DE DOS COMPONENTS:\par m2 de superf\'edcie col\'b7locada segons les especificacions de la D.T.\par Aquests criteris inclouen les p\'e8rdues de material corresponent a retalls\par\par ALTRES PERFILS:\par kg de pes calculat segons les especificacions de la D.T., d'acord amb els criteris seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - El pes unitari per al seu c\'e0lcul ha de ser el te\'f2ric\par - Per a poder utilitzar un altre valor diferent del te\'f2ric, cal l'acceptaci\'f3 expressa de la D.F.\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 Aquests criteris inclouen les p\'e8rdues de material corresponents a retalls.\par\pard\s16\par\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 NBE EA-95 "Estructuras de acero en edificaci\'f3n"\par * PG 3/75 "Pliego de Prescripciones T\'e9cnicas Generales para Obras de Carreteras y Puentes." Amb les esmenes aprovades per les Ordres del MOPTMA: O.M. del 31.7.86 (BOE n\'b0 213 del 5.9), O.M. del 21.1.88 (BOE n\'b0 29 del 3.2), O.M*LVAL:. del 8.5.89 (BOE n\'b0 118 del 18.5) i O.M. del 28.9.89 (BOE n\'b0 242 del 9.10).\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc1 \deff1\deflang1033\deflangfe3082{\fonttbl{\f0\froman\fcharset0\fprq2{\*\panose 02020603050405020304}Times New Roman;}{\f1\fswiss\fcharset0\fprq2{\*\panose 020b0604020202020204}Arial;} {\f18\froman\fcharset238\fprq2 Times New Roman CE;}{\f19\froman\fcharset204\fprq2 Times New Roman Cyr;}{\f21\froman\fcharset161\fprq2 Times New Roman Greek;}{\f22\froman\fcharset162\fprq2 Times New Roman Tur;} {\f23\froman\fcharset186\fprq2 Times New Roman Baltic;}{\f24\fswiss\fcharset238\fprq2 Arial CE;}{\f25\fswiss\fcharset204\fprq2 Arial Cyr;}{\f27\fswiss\fcharset161\fprq2 Arial Greek;}{\f28\fswiss\fcharset162\fprq2 Arial Tur;} {\f29\fswiss\fcharset186\fprq2 Arial Baltic;}}{\colortbl;\red0\green0\blue0;\red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128; \red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128;\red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\widctlpar\adjustright \f1\lang1027\cgrid \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}}{\info{\title E8_REVESTIMENTS}{\author xxxxxxxxxxxxxxxxxxxxx}{\operator Plecs}{\creatim\yr2000\mo2\dy9\hr12\min17}{\revtim\yr2001\mo2\dy14\hr14\min59}{\version4}{\edmins1}{\nofpages1}{\nofwords437}{\nofchars2494}{\*\company ITeC} {\nofcharsws0}{\vern113}}\paperw11907\paperh16840\margl1134\margr567\margt1134\margb1134 \widowctrl\ftnbj\aenddoc\hyphhotz425\lytprtmet\hyphcaps0\viewkind4\viewscale100\pgbrdrhead\pgbrdrfoot \fet0\sectd \psz1\linex0\headery1134\footery567\colsx709\sectdefaultcl {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4 \pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5\pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\LVALpnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (} {\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \qj\sl240\slmult0\widctlpar\adjustright \f1\lang1027\cgrid {\fs18 \par 1.- DEFINICIO I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES \par \par DEFINICIO: \par Preparaci\'f3 i aplicaci\'f3 d'un recobriment en forma d\rquote emulsi\'f3 aquosa, que forma una pel\'b7l\'edcula sobre la superf\'edcie de formig\'f3 per retardar la p\'e8rdua d\rquote aigua durant el primer per\'edode d\rquote enduriment i reduir, al mateix temps, l\rquote augment de la temperatura del formig\'f3 exposat al sol. \par Es pot utilitzar tant com a mitj\'e0 de curat del formig\'f3 fresc com del formig\'f3 que ja s\rquote ha desencofrat. \par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents: \par }\pard \qj\li770\sl240\slmult0\widctlpar\adjustright {\fs18 - Preparaci\'f3 de la superf\'edcie a pintar. \par - Aplicaci\'f3 successiva, amb els intervals d'assecatge, de les capes de recobriment necess\'e0ries. \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18 \par CONDICIONS GENERALS: \par Ha de tenir un aspecte de color blanc, d\rquote aparen\'e7a lletosa i de baixa viscositat. \par Ha de tenir una consist\'e8ncia adequada per que es pugui aplicar f\'e0cilment amb un pulveritzador en una capa uniforme. \par Ha de quedar ben adherit sobre la superf\'edcie del formig\'f3, sense que hi hagin despreniments de la pel\'b7l\'edcula. \par Ha de formar una pel\'b7l\'edcula cont\'ednua i uniforme, de color regular quan s\rquote aplica en la dosis especificada. \par Un cop seca, la pel\'b7l\'edcula formada ha de ser cont\'ednua i flexible. \par No hi ha d\rquote haver fissures, trencaments, bosses ni altres defectes visibles. \par La pel\'b7l\'edcula ha de restar intacta al menys un m\'ednim de set dies despr\'e9s de la seva aplicaci\'f3. \pLVALar No ha de reaccionar perjudicialment amb el formig\'f3, i en particular amb l\rquote aigua i amb els ions de cal\'e7. \par }\pard \qj\sl240\slmult0\widctlpar\tqr\tldot\tx8505\adjustright {\fs18 Dosificaci\'f3 del revestiment\tab >= 120 g/m}{\fs18\super 2 \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18 \par 2.- CONDICIONS DEL PROCES D'EXECUCIO \par \par S'han d'aturar els treballs si es donen les condicions seg\'fcents: \par }\pard \qj\li426\sl240\slmult0\widctlpar\adjustright {\fs18 - Temperatures inferiors a 5\'b0C o superiors a 30\'b0C \par - Humitat relativa de l'aire > 60% \par - En exteriors: \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18 - Velocitat del vent > 50 km/h \par - Pluja \par Si un cop realitzats els treballs es donen aquestes condicions, s'ha de revisar la feina feta 24 h abans i s'han de refer les parts afectades. \par No s\rquote aplicar\'e0 el producte sense l\rquote autoritzaci\'f3 expressa de la D.F. \par Les superf\'edcies d'aplicaci\'f3 han de ser netes i sense pols, taques ni greixos. \par No es pot aplicar sobre superf\'edcies molt fredes ni sobreescalfades. \par L\rquote aplicaci\'f3 es pot fer amb polvoritzaci\'f3, amb brotxa o amb corr\'f3. \par Cal aplicar una capa cont\'ednua i homog\'e8nia immediatament despr\'e9s d\rquote abocar el formig\'f3 i preferiblement dins dels trenta minuts seg\'fcents del acabat superficial. \par El sistema d'aplicaci\'f3 ha d\rquote estar d'acord amb les instruccions del fabricant i l'autoritzaci\'f3 de la D.F. \par S'han d'evitar els treballs que desprenguin pols o part\'edcules prop de l'\'e0rea a tractar, abans, durant i despr\'e9s de l'aplicaci\'f3. \par No s'admet l'utilitzaci\'f3 de procediments artificials d'assecatge. \par \par 3.- UNITAT I CRITERIS D'AMIDAMENT \par \par m2 de superf\'edcie real amidada segons les especificacions de la D.T. \par Cal considerar el desenvolupament del per\'edmetre. \par Deducci\'f3 de la superf\'edcie corresponent a forat LVAL s: \par }\pard \qj\sl240\slmult0\widctlpar\tqr\tldot\tx8505\adjustright {\fs18 - Forats <= 1 m2\tab No es dedueixen \par - Forats > 1 m2 i <= 2 m2\tab Es dedueix el 50% \par - Forats > 2 m2\tab Es dedueix el 100% \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18 \par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI \par \par No hi ha normativa de compliment obligatori. \par }} LVALI{\rtf1\ansi\ansicpg1252\uc0\deff1{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fswiss\fcharset0\fprq0 Arial;} {\f2\fmodern\fcharset0\fprq1 Courier New;} {\f3\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f1\fs20 Normal;}{\*\cs10\additive Default Paragraph Font;}{\s16\f1\fs24 [Normal];}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\s16\plain\f2\fs24 1.DEFINICI\loch\f2\hich\f2 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\plain\f1\fs18 DEFINICI\loch\f1\hich\f1 \'d3:\par Aig\'fces utilitzades per algun dels usos seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Confecci\'f3 de formig\'f3\par - Confecci\'f3 de morter\par - Confecci\'f3 de pasta de guix\par - Reg de plantacions\par - Conglomerats de grava-ciment, terra-ciment, grava-emulsi\'f3, et.\par - Humectaci\'f3 de bases o subbases\par - Humectaci\'f3 de peces cer\'e0miques, de ciment, etc.\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par CARACTER\'cdSTIQUES GENERALS:\par Poden ser utilitzades les aig\'fces potables i les sancionades com a acceptables per la pr\'e0ctica.\par Es poden utilitzar aig\'fces de mar o salines an\'e0logues per a la confecci\'f3 o curat de formigons sense armadura. Per a la confecci\'f3 de formig\'f3 armat o pretensat es prohibeix l'\'fas d'aquestes aig\'fces, tret del cas que es facin estudis especials.\par Si ha d'utilitzar-se per a la confecci\'f3 o el curat de formig\'f3 o de morters i no hi ha antecedents de la seva utilitzaci\'f3 o aquesta presenta algun dubte s'haur\'e0 de verificar que acompleix totes aquestes caracter\'edstiques:\par\pard\qj\sl240\slmult0 - Exponent d'hidrogen pH (UNE 7-23LVAL4)\tab >= 5\par\pard\qj\sl240\slmult0 - Total de substancies dissoltes (UNE 7-130)\tab <= 15 g/l\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 - Sulfats, expressats en SO4- (UNE 7-131)\par\pard\qj\sl240\slmult0 - En cas d'utilitzar-se ciment SR\tab <= 5 g/l\par\pard\qj\sl240\slmult0 - En la resta de casos\tab <= 1 g/l\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 - I\'f3 clor, expressat en Cl- (UNE 7-178)\par\pard\qj\sl240\slmult0 - Formig\'f3 pretesat\tab <= 1 g/l\par\pard\qj\sl240\slmult0 - Formig\'f3 armat\tab <= 3 g/l\par\pard\qj\sl240\slmult0 - Formig\'f3 en massa amb armadura de fissuraci\'f3\tab <= 3 g/l\par\pard\qj\sl240\slmult0 - Hidrats de carboni (UNE 7-132)\tab 0\par\pard\qj\sl240\slmult0 - Substancies org\'e0niques solubles en \'e8ter (UNE 7-235)\tab <= 15 g/l\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 - I\'f3 clor total aportat per components d'un formig\'f3 no pot superar:\par\pard\qj\sl240\slmult0 - Pretensat\tab <= 0,2% pes de ciment\par\pard\qj\sl240\slmult0 - Armat\tab <= 0,4% pes de ciment\par\pard\qj\sl240\slmult0 - En massa amb armadura de fissuraci\'f3\tab <= 0,4% pes de ciment\par\pard\s16\par\par\par 2.CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 Subministrament i emmagatzematge: De manera que no s'alterin les seves condicions.\par\pard\s16\par\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 m3 de volum necessari subministrat a l'obra.\par\pard\s16\par\par\par 4.NORMATIVA DE COMPLIMENT OBLIGA LVAL TORI\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 EHE "Instrucci\'f3n de Hormig\'f3n Estructural"\par NBE FL-90 "Muros resistentes de f\'e1brica de ladrillo."\par\pard\par }LVALI{\rtf1\ansi\deff0\deflang1024 {\fonttbl {\f0\fswiss Arial;} {\f1\fswiss Arial;} {\f2\fmodern Courier New;} {\f3\fmodern Courier New;} {\f4\fmodern\fcharset2\fprq1 MS LineDraw;} } {\colortbl;\red0\green0\blue0;} {\stylesheet{\f1\fs20\lang1034 \snext0 Normal;}} \paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418\gutter0 {\pard\f1\fs18\qj\sl240 1.DEFINICI I CARACTERSTIQUES DELS ELEMENTS\par\par {\pard\f1\fs18\qj\sl240 DEFINICI:\par }\pard\plain \ql \li0\ri0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 { \fs18\lang3082\langfe3082\langnp3082 Adhesius que nom\'e9s requereixen escampar-se a una de les cares dels elements a unir.}{ \par }\pard\plain \qj \li240\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin240\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 S'han considerat els seg\'fcents tipus:- En dispersi\'f3 aquosa \par - Aqu\'f3s en dispersi\'f3 vin\'edlica \par - En soluci\'f3 alcoh\'f2lica \par - De poliuret\'e0 bicomponent \par - De poliuret\'e0 (un sol component) \par - De PVC \par - De resines epoxi \par - Bipol\'edmer acr\'edlic en dispersi\'f3 aquosa per a col.locaci\'f3 de plaques de poliestir\'e9 \par }\par\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 EN DISPERSI\'d3 AQUOSA: \par }\pard\plain \nowidctlpar\adjustright \f1\fs18\lang1034\cgrid {\fs18\lang3082 Adhesiu de resines sint \'e8tiques per a la col.locaci\'f3 de paviments de PVC i revestiments t\'e8xtils.}{ \par }\pard\plain \ql \li0\ri0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 { \fs18\lang3082\langfe3082\langnp3082 Ha de ser de f\'e0cil aplicaci\'f3, tenir una gran for\'e7a adhesiva inicial i no ser inflamable ni t\'f2xic.}{ \par }\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar \tqr\tldot\tx8505\faauto\LVALrin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 Densitat a 20\'b0C\tab <= 1,24 g/cm3 \par }{\pard\f1\fs18\qj\sl240 \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 Contingut slid\tab Aprox. 70%\par} }\pard\plain \ql \li0\ri0\widctlpar\aspalpha\aspnum\faauto\adjustright\rin0\lin0\itap0 \fs18\lang3082\langfe3082\cgrid\langnp3082\langfenp3082 {\lang2057\langfe3082\dbch\af23\langnp2057 \hich\af0\dbch\af23\loch\f0 Rendiment\tab \hich\af0\dbch\af23\loch\f0 250 - 350 g/m2}{\lang2057\langfe3082\loch\af1\hich\af1\dbch\af23\langnp2057 \par }\par\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 AQU\'d3S EN DISPERSI\'d3 VIN\'cdLICA: \par }{\pard\f1\fs18\qj\sl240 Adhesiu per a la col.locaci de revestiments murals i papers vinlics.\par }{\pard\f1\fs18\qj\sl240 No ha de de ser inflamable ni txic.\par }\pard\plain \ql \li0\ri0\widctlpar\aspalpha\aspnum\faauto\adjustright\rin0\lin0\itap0 \fs18\lang3082\langfe3082\cgrid\langnp3082\langfenp3082 {\lang2057\langfe3082\loch\af1\hich\af1\dbch\af23\langnp2057 \hich\af1\dbch\af23\loch\f1 Densitat\tab \hich\af1\dbch\af23\loch\f1 1,01 g/cm3}{\loch\af1\hich\af1\dbch\af23 \par }\pard\plain \ql \li0\ri0\widctlpar\aspalpha\aspnum\faauto\adjustright\rin0\lin0\itap0 \fs18\lang3082\langfe3082\cgrid\langnp3082\langfenp3082 {\loch\af1\hich\af1\dbch\af23 \hich\af1\dbch\af23\loch\f1 Rendiment\tab \hich\af1\dbch\af23\loch\f1 Aprox. 200 g/m2 \par }\pard\plain \ql \li0\ri0\widctlpar\aspalpha\aspnum\faauto\adjustright\rin0\lin0\itap0 \fs18\lang3082\langfe3082\cgrid\langnp3082\langfenp3082 {\loch\af1\hich\af1\dbch\af23 \hich\af1\dbch\af23\loch\f1 Temperatura de treball\tab \hich\af1\dbch\af23\loch\f1 \hich\f1 >= 5\'b0\loch\f1 C \par }\par\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3LVAL082\langfe3082\langnp3082 EN SOLUCI\'d3 ALCOH\'d2LICA: \par }{\pard\f1\fs18\qj\sl240 Adhesiu de resines sinttiques en soluci alcohlica, per a la col.locaci de paviments txtils lleugers.\par }\pard\plain \ql \li0\ri0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 { \fs18\lang3082\langfe3082\langnp3082 Ha de ser de f\'e0cil aplicaci\'f3 i tenir una gran for\'e7a adhesiva inicial.}{ \par }\pard\plain \ql \li0\ri0\widctlpar\aspalpha\aspnum\faauto\adjustright\rin0\lin0\itap0 \fs18\lang3082\langfe3082\cgrid\langnp3082\langfenp3082 {\dbch\af23 \hich\af0\dbch\af23\loch\f0 \hich\f0 Densitat a 20\'b0\loch\f0 C\tab \hich\af0\dbch\af23\loch\f0 1,5 g/cm3 \par }\pard\plain \ql \li0\ri0\widctlpar\aspalpha\aspnum\faauto\adjustright\rin0\lin0\itap0 \fs18\lang3082\langfe3082\cgrid\langnp3082\langfenp3082 {\loch\af1\hich\af1\dbch\af23 \hich\af1\dbch\af23\loch\f1 \hich\f1 Contingut s\'f2\loch\f1 lid\tab \hich\af1\dbch\af23\loch\f1 84 - 86 \par }\pard\plain \ql \li0\ri0\widctlpar\aspalpha\aspnum\faauto\adjustright\rin0\lin0\itap0 \fs18\lang3082\langfe3082\cgrid\langnp3082\langfenp3082 {\loch\af1\hich\af1\dbch\af23 \hich\af1\dbch\af23\loch\f1 Rendiment\tab \hich\af1\dbch\af23\loch\f1 Aprox. 450 g/m2 \par }\par\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 DE POLIURET\'c0 BICOMPONENT: \par }\pard\plain \ql \li0\ri0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 { \fs18\lang3082\langfe3082\langnp3082 Adhesiu de poliuret\'e0 bicomponent, per a la col.locaci\'f3 de paviments de goma.}{ \par }{\pard\f1\fs18\qj\sl240 Ha de ser de fcil aplicaci, exempt de dissolvents i no inflamable.\par }\par\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 DE POLIURET\'c0 (UNLVAL SOL COMPONENT): \par }{\pard\f1\fs18\qj\sl240 Adhesiu format per un aglomerant de resines hidroxilades soles o modificades, que catalitzen en sser mesclades amb un isocianat.\par }\pard\plain \qj \li240\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin240\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 Caracter\'edstiques de la pel.l\'edcula l\'edquida:- La mescla preparada, despr\'e9s de tres minuts d'agitaci\'f3 (INTA 163.203) no ha de tenir grumolls, pellofes ni dip\'f2sits durs \par }\pard \qj \li0\ri0\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\faauto\rin0\lin0\itap0 {\fs18\lang3082\langfe3082\langnp3082 - Temperatura d'inflamaci\'f3 (INTA 160.232 A)\tab >= 30\'b0C \par - Rendiment per a una capa superior a 150 micres\tab > 1 m2/kg \par - Temperatura d'enduriment\tab >= 15\'b0C \par - Temps d'aplicaci\'f3 a 20\'b0C\tab > 3 h \par }{\pard\f1\fs18\qj\sl240 Resistncia qumica de la pel.lcula seca:\par \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 - cid ctric, 10%\tab 15 dies\par} \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 - cid lctic, 5%\tab 15 dies\par} \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 - cid actic, 5%\tab 15 dies\par} \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 - Oli de cremar\tab Cap modificaci\par} \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 - Xilol\tab Cap modificaci\par} \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 - Clorur sdic, 10%\tab 15 dies\par} \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 - Aigua\tab 15 dies\par} }\par\pard\plain \qj\sl240\slmult0\nowidctlpar\adjustright \f1\fs18\lang1034 {\lang3082 PVC: \par }{\pard\f1\fs18\qj\sl240 Adhesiu preparat per a la uni de materials de PVC.\par }\pard\plain \ql \li0\ri0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 { \fs18\lang3082\langfe3082\langnp3082 Ha de ser de f\'e0cil aplicaci\'f3 i tenir una gran for\'e7a adhesiva inicial.}{ \par }{\pard\f1\fs18\qj\sl240 Ha LVALde tenir bona estabilitat dimensional als canvis de temperatura i no ha de produir olors molestes.\par }{\pard\f1\fs18\qj\sl240 \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 Temps de pre-assecatge en condicions normals\tab <= 1 min\par} }\pard\plain \ql \li0\ri0\widctlpar\aspalpha\aspnum\faauto\adjustright\rin0\lin0\itap0 \fs18\lang3082\langfe3082\cgrid\langnp3082\langfenp3082 {\loch\af1\hich\af1\dbch\af23 \hich\af1\dbch\af23\loch\f1 \hich\f1 Resist\'e8\loch\f1 \hich\f1 ncia a la compressi\'f3\tab \hich\af1\dbch\af23\loch\f1 > 100 kg/cm2 \par }\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 Resist\'e8ncia a la tracci\'f3\tab > 180 kg/cm2 \par }\par\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 DE RESINES EPOXI: \par }{\pard\f1\fs18\qj\sl240 Adhesiu de resines epoxi bicomponent, per a la col.locaci de paviments de goma i revestiment de PVC.\par }{\pard\f1\fs18\qj\sl240 Ha de ser resistent a la humitat, a la calor, als olis, als dissolvents, als cids i als lcalis diluts.\par }\pard\plain \ql \li0\ri0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 { \fs18\lang3082\langfe3082\langnp3082 La mescla dels dos components s'ha de fer amb la mateixa proporci\'f3. }{ \par }\pard\plain \ql \li0\ri0\widctlpar \tqr\tldot\tx9639\aspalpha\aspnum\faauto\adjustright\rin0\lin0\itap0 \fs18\lang3082\langfe3082\cgrid\langnp3082\langfenp3082 {\fs18\loch\af1\hich\af1\dbch\af23 \hich\af1\dbch\af23\loch\f1 Temps d'apl\hich\af1\dbch\af23\loch\f1 \hich\f1 icaci\'f3\loch\f1 \hich\f1 a 20\'b0\loch\f1 C\tab \hich\af1\dbch\af23\loch\f1 \hich\af1\dbch\af23\loch\f1 3 - 4 h \par }\par{\pard\f1\fs18\qj\sl240 BIPOLMER ACRLIC EN DISPERSI AQUOSA:\par }{\pard\f1\fs18\qj\sl240 Adhesiu de pasta aquosa, formLVALat per crregues minerals i additius i com a lligant principal, un copolmer acrlic en dispersi.\par }{\pard\f1\fs18\qj\sl240 Ha de ser apte per a barrejar-se amb el ciment.\par }{\pard\f1\fs18\qj\sl240 \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 Extracte sec a 105C\tab 75 - 78\par} \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 Contingut de cendres a 450C\tab 65 - 68\par} }{\pard\f1\fs18\qj\sl240 Tolerncies:\par }{\pard\f1\fs18\qj\sl240 \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 - Densitat\tab 0,1%\par} }{\pard\f1\fs18\qj\sl240 \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 - Extracte sec\tab 3%\par} \pard\f1\fs18\sl240\qj{\tqr\tldot\tx8505 - Contingut de cendres\tab 3%\par} }\pard\f1\fs18\qj\sl240\par 2.CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par {\pard\f1\fs18\qj\sl240 Subministrament: En envasos hermticament tancats.\par }\pard\plain \qj \li240\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin240\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 A cada env\'e0s hi ha de figurar les dades seg\'fcents:- Identificaci\'f3 del fabricant \par - Nom comercial del producte \par - Identificaci\'f3 del producte \par - Data de caducitat \par - Pes net o volum del producte \par - Instruccions d'\'fas \par - Limitacions d'\'fas (Temperatura, materials, etc) \par - Toxicidad i inflamabilitat \par - Temps d'assecatge \par - Rendiment \par }\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 Per adhesius de dos components: \par }\pard \qj \li240\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin240\itap0 {\fs18\lang3082\langfe3082\langnp3082 - Proporci\'f3 de la mescla \par - Temps d'inducci\'f3 de la mescla \par - Vida de la mescla \par }\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnpLVAL(3082 Per adhesius de PVC, el fabricant ha de facilitar les dades seg\'fcents:- Color \par }\pard \qj \li240\ri0\sl240\slmult0\nowidctlpar\faauto\rin0\lin240\itap0 {\fs18\lang3082\langfe3082\langnp3082 - Densitat \par - Viscositat \par - Contingut s\'f2lid \par }\pard\plain \ql \li0\ri0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 { \fs18\lang3082\langfe3082\langnp3082 Emmagatzematge: En el seu env\'e0s, en locals ventilats, sense contacte amb el terreny.}{ \par }\pard\plain \qj \li0\ri0\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 {\fs18\lang3082\langfe3082\langnp3082 Temperatura d'emmagatzematge: \par - Dispersi\'f3 aquosa, dispersi\'f3 vin\'edlica\tab >= 10\'b0C \par - Soluci\'f3 alcoh\'f3lica, poliuret\'e0, PVC, resines epoxi\tab 5\'b0C - 30\'b0C \par }\pard\plain \ql \li0\ri0\nowidctlpar\faauto\rin0\lin0\itap0 \f1\fs18\lang1034\langfe3082\cgrid\langnp1034\langfenp3082 { \fs18\lang3082\langfe3082\langnp3082 Per a adhesiu aqu\'f3s en dispersi\'f3 vin\'edlica el temps m\'e0xim d'emmagatzematge \'e9s 1 any a partir de la data de fabricaci\'f3.}{ \par }\pard\f1\fs18\qj\sl240\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par {\pard\f1\fs18\qj\sl240 kg de pes necessari subministrat a l'obra.\par }\pard\f1\fs18\qj\sl240\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par {\pard\f1\fs18\qj\sl240 No hi ha normativa de compliment obligatori.\par }}}LVALI{\rtf1\ansi\ansicpg1252\uc0\deff1{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fswiss\fcharset0\fprq0 Arial;} {\f2\fmodern\fcharset0\fprq1 Courier New;} {\f3\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f1\fs20 Normal;}{\*\cs10\additive Default Paragraph Font;}{\s16\f1\fs24 [Normal];}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\s16\plain\f2\fs24 1.DEFINICI\loch\f2\hich\f2 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\plain\f1\fs18 DEFINICI\loch\f1\hich\f1 \'d3: \par Execuci\'f3 de parets portants o de travament, formades amb peces de cer\'e0mica massissa, calada o totxana, col.locades amb morter de ciment o morter mixt, per a quedar vista o per revestir.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Replanteig de les parets\par - Col.locaci\'f3 i aplomat de les mires de refer\'e8ncia a les cantonades\par - Marcat de les filades a les mires i estesa dels fils\par - Col.locaci\'f3 de plomades en arestes i voladissos\par - Col.locaci\'f3 de les peces humitejant-les i en filades senceres\par - Rep\'e0s dels junt i neteja del parament\par - Protecci\'f3 de l'estabilitat del mur enfront de les accions horitzontals\par - Protecci\'f3 de l'obra executada de la pluja, les gelades i les temperatures elevades\par - Protecci\'f3 de l'obra de f\'e0brica dels cops, rossadures i esquitxos de morter\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par CONDICIONS GENERALS:\par Ha de ser estable i resistent.\par La paret ha d'estar aplomada.\par Les filades han de ser horitzontals.\par No hi ha d'haver fissures.\par Les peceLVALs han d'estar col.locades a trencajunt i han de cavalcar com a m\'ednim 1/4 del seu llarg menys un junt.\par No hi poden haver elements m\'e9s petits que mitj pe\'e7a.\par Els junts han d'estar plens de morter.\par Els junts horitzontals han d'estar matats per la part superior, si la D.F. no fixa d'altres condicions.\par La paret ha d'estar travada en els acords amb altres parets.\par La solapa de la trava ha de ser m\'e9s gran d'1/4 del llarg de la pe\'e7a menys un junt.\par El nombre de peces que traven cada pla d'enlla\'e7 ha de ser m\'e9s gran que 1/4 del total.\par Les obertures han de portar una llinda resistent.\par Els recolzaments puntuals d'elements estructurals han d'estar fets amb una sabata prou resistent i r\'edgida per distribuir uniformement les c\'e0rregues.\par Els sostres han d'enlla\'e7ar amb els murs mitjan\'e7ant cadenes de formig\'f3 armat.\par Regates:\par\pard\qj\sl240\slmult0 - Pendent\tab >= 70\'b0\par\pard\qj\sl240\slmult0 - Fond\'e0ria\tab <= 1/6 de l'ampl\'e0ria de la paret\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 Dist\'e0ncia entre junts de dilataci\'f3:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Clima mar\'edtim:\par\pard\qj\sl240\slmult0 - Dosificacions 1:4, 1:3, 1:0,5:4, 1:0,25:3\tab 40 m\par\pard\qj\sl240\slmult0 - Dosificacions 1:6, 1:1:7\tab 50 m\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Clima continental:\par\pard\qj\sl240\slmult0 - Dosificacions 1:4, 1:3, 1:0,5:4, 1:0,25:3\tab 30 m\par\pard\qj\sl240\slmult0 - Dodificacions 1:6, 1:1:7\tab 40 m\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 Toler\'e0ncies d'execuci\'f3:\par\pard\qj\sl240\slmult0 - Ampl\'e0ria de la paret\tab - 10 mmLVAL\par\pard\qj\sl240\slmult0 \tab + 15 mm\par\pard\qj\sl240\slmult0 - Al\'e7\'e0ria parcial\tab \'b1 15 mm\par\pard\qj\sl240\slmult0 - Al\'e7\'e0ria total\tab \'b1 25 mm\par\pard\qj\sl240\slmult0 - Replanteig d'eixos parcials\tab \'b1 10 mm\par\pard\qj\sl240\slmult0 - Replanteig d'eixos extrems\tab \'b1 20 mm\par\pard\qj\sl240\slmult0 - Aplomat en una planta\tab \'b1 10 mm\par\pard\qj\sl240\slmult0 - Aplomat total\tab \'b1 30 mm\par\pard\qj\sl240\slmult0 - Horitzontalitat de les filades\tab \'b1 2 mm/m\par\pard\qj\sl240\slmult0 \tab \'b1 15 mm/total\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Planor dels paraments (regle 2 m):\par\pard\qj\sl240\slmult0 - Per a revestir\tab \'b1 10 mm\par\pard\qj\sl240\slmult0 - Per a quedar vist\tab \'b1 5 mm\par\pard\qj\sl240\slmult0 - Gruix dels junts\tab \'b1 2 mm\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par PARETS DE TOTXANA:\par No han de quedar buits de peces obertes a l'exterior.\par Les cantonades, els brancals, les traves, etc.. han d'estar formades amb maons calats de la mateixa modulaci\'f3.\par\pard\s16\par\par\par 2.CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 S'ha de treballar a una temperatura ambient que oscil.li entre els 5\'b0C i els 40\'b0C i sense pluja. Fora d'aquests l\'edmits, s'ha de revisar l'obra executada les 48 h abans i s'han d'enderrocar les parts afectades.\par Amb vent superior a 50 km/h s'han de suspendre els treballs i s'han d'assegurar les parts que s'han fet.\par L'obra s'ha d'aixecar, si \'e9s possible, per filades senceres.\par Les peces per col.locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin ni cedeixin aigua al morter.\par Les peces s'han de col.locar enrLVALllardades i s'han d'assentar sobre un llit de morter.\par No es poden moure les peces una vegada col.locades. Per corregir la posici\'f3 s'ha de treure la pe\'e7a i el morter i tornar-la a col.locar.\par Si hi ha regates, cal que es facin amb m\'e0quina.\par\pard\s16\par\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 m3 de volum amidat segons les especificacions de la D.T.\par Amb deducci\'f3 del volum corresponent a obertures, d'acord amb els criteris seg\'fcents:\par\pard\qj\sl240\slmult0 - Obertures de 2,00 m2 com a m\'e0xim\tab No es dedueixen\par\pard\qj\sl240\slmult0 - Obertures de 2,00 m2 fins a 4,00 m2 com a m\'e0xim\tab Es dedueix el 50%\par\pard\qj\sl240\slmult0 - Obertures de m\'e9s de 4,00 m2\tab Es dedueix el 100%\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 Aquests criteris inclouen la col.locaci\'f3 dels elements que configuren l'obertura, com \'e9s ara bastiments, excepte en el cas de forats de m\'e9s de 4,00 m2 en qu\'e8 aquesta col.locaci\'f3 es compta a part.\par\pard\s16\par\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 NBE FL-90 "Muros resistentes de f\'e1brica de ladrillo."\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc1 \deff1\deflang1033\deflangfe3082{\fonttbl{\f0\froman\fcharset0\fprq2{\*\panose 02020603050405020304}Times New Roman;}{\f1\fswiss\fcharset0\fprq2{\*\panose 020b0604020202020204}Arial;}}{\colortbl;\red0\green0\blue0; \red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128; \red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\nowidctlpar\adjustright \f1\fs20\lang1034 \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}}{\info{\title FORMIGONAMENT PILARS PO} {\author Josep Mir}{\operator Bedec}{\creatim\yr2002\mo4\dy29\hr11\min48}{\revtim\yr2002\mo5\dy30\hr12\min40}{\printim\yr2002\mo5\dy2\hr12\min1}{\version9}{\edmins168}{\nofpages3}{\nofwords1361}{\nofchars7761}{\*\company ITeC}{\nofcharsws0}{\vern113}} \paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418 \widowctrl\ftnbj\aenddoc\hyphhotz425\hyphcaps0\viewkind4\viewscale100 \fet0\sectd \linex0\headery709\footery709\colsx709\sectdefaultcl {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang {\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5\pndec\pnstart1\pnindent720\pnhang{\pntxtb (} {\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl9 \pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \nowidctlpar\adjustright \f1\fs20\lang1034 {\b\fs18\lang1027 \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 1.- DEFINICI\'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES \par \par DEFINICI\'d3:LVAL \par Reparacions d'estructures de formig\'f3 armat \par S'han considerat les operacions seg\'fcents: \par }\pard \qj\sl240\slmult0\nowidctlpar\tx284\adjustright {\fs18\lang1027 \tab - Repicat de superf\'edcie de formig\'f3, sanejant armadures, deixant-les al descobert \par \tab - Escatat i raspallat d'armadures \par \tab - Passivat d'armadures \par \tab - Restituci\'f3 de volum de formig\'f3 \par \tab - Pont d'uni\'f3 entre superf\'edcies de formig\'f3 \par \tab - Reparaci\'f3 superficial de formig\'f3 vist \par \tab - Eliminaci\'f3 d'irregularitats a la superf\'edcie del formig\'f3 \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents: \par }\pard \qj\sl240\slmult0\nowidctlpar\tx284\adjustright {\fs18\lang1027 Repicat de superf\'edcie de formig\'f3, sanejant armadures, deixant-les al descobert: \par \tab - Determinaci\'f3 de la zona a sanejar \par \tab - Eliminaci\'f3 del formig\'f3 en mal estat fins a arribar a les armadures \par \tab - Netejar les armadures de restes de formig\'f3 adherit \par \tab - Neteja de la zona de treball i transport a l'abocador de la runa \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 Escatat i raspallat d'armadures: \par }\pard \qj\sl240\slmult0\nowidctlpar\tx284\adjustright {\fs18\lang1027 \tab - Determinaci\'f3 de les armadures a sanejar \par \tab - Raspallat de les armadures, i en el seu cas, aplicaci\'f3 de raig de sorra \par \tab - Neteja de la zona de treball i transport a l'abocador de la runa \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 Passivat d'armadures: \par }\pard \qj\sl240\slmult0\nowidctlpar\tx284\adjustright {\fs18\lang1027 \tab - Neteja i preparaci\'f3 de la superf\'edcie a tractar \par \tab - Aplicaci\'f3 del morter, d'acord amb les instruccions del fabricant, en dues capes \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 Restituci\'f3 de volum de formig\'f3: \par }\pard \qj\slLVAL240\slmult0\nowidctlpar\tx284\adjustright {\fs18\lang1027 \tab - Neteja i preparaci\'f3 de la superf\'edcie a tractar \par \tab - Aplicaci\'f3 del morter, d'acord amb les instruccions del fabricant, en diferents capes \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 Pont d'uni\'f3 entre superf\'edcies de formig\'f3: \par }\pard \qj\sl240\slmult0\nowidctlpar\tx284\adjustright {\fs18\lang1027 \tab - Neteja i preparaci\'f3 de la superf\'edcie a tractar \par \tab - Aplicaci\'f3 del morter o adhesiu, d'acord amb les instruccions del fabricant \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 Reparaci\'f3 superficial de formig\'f3 vist: \par }\pard \qj\sl240\slmult0\nowidctlpar\tx284\adjustright {\fs18\lang1027 \tab - Neteja i preparaci\'f3 de la superf\'edcie a tractar \par \tab - Aplicaci\'f3 del revestiment amb les fases i capes indicades pel fabricat del producte \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 Eliminaci\'f3 d'irregularitats a la superf\'edcie del formig\'f3: \par }\pard \qj\sl240\slmult0\nowidctlpar\tx284\adjustright {\fs18\lang1027 \tab - Determinaci\'f3 de les superf\'edcies a sanejar \par \tab - Repicat del formig\'f3 fins a aconseguir una superf\'edcie plana \par \tab - Neteja de la zona de treball i transport a l'abocador de la runa \par \par REPICAT DE SUPERF\'cdCIE DE FORMIG\'d3, SANEJANT ARMADURES, DEIXANT-LES AL DESCOBERT: \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 No han de restar elements trencats, o fissurats al formig\'f3. \par Les armadures han d'estar netes, sense restes de formig\'f3 adherit. \par La superf\'edcie del formig\'f3 ha de ser irregular. \par \par ESCATAT I RASPALLAT D'ARMADURES: \par Les armadures han de tenir un grau de neteja amb un grau Sa 2,5 segons norma SIS 05 5900, o grau St3. \par \par PASSIVAT D'ARMADURES: \par El morter ha de cobrir completament les armadures, sense deixar bosses ni porus. \par El formig\'f3 dels llocs de contacte ambLVAL les armadures tamb\'e9 ha d'estar recobert. \par El morter ha d'estar adherit a la base. \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang1027 Gruix de la capa\tab >= 0,5 mm \par \tab <= 1 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 \par RESTITUCI\'d3 DE VOLUM DE FORMIG\'d3: \par La geometria de l'element reconstru\'eft i el seu aspecte superficial ha de correspondre a l'element original, d'acord amb la D.T i les indicacions de la D.F. \par El morter ha d'estar adherit a la base. \par El morter col\'b7locat no ha de tenir disgregacions o buits a la massa. \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang1027 Gruix de cada capa\tab > 5mm \par \tab < 20 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 Toler\'e0ncies d'execuci\'f3: \par }\pard \qj\sl240\slmult0\nowidctlpar\tx284\tqr\tldot\tx8505\adjustright {\fs18\lang1027 \tab - Planor\tab \'b1 0,2% \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 \par PONT D'UNI\'d3 ENTRE SUPERF\'cdCIES DE FORMIG\'d3: \par El morter ha de cobrir completament la superf\'edcie del formig\'f3 on s'ha d'afegir formig\'f3 nou. \par El morter ha d'estar adherit a la base, sense deixar bosses. \par \par REPARACI\'d3 SUPERFICIAL DE FORMIG\'d3 VIST: \par En el revestiment no hi ha d'haver fissures, bosses ni d'altres defectes. \par Ha de tenir el color, la brillantor i la textura uniformes, sense regalims, taques, o elements adherits. \par \par ELIMINACI\'d3 D'IRREGULARITATS A LA SUPERF\'cdCIE DEL FORMIG\'d3: \par La superf\'edcie tractada ha de ser plana, neta i sense fissures. \par La superf\'edcie tractada ha de tenir la forma i dimensions indicades a la D.T, o la que en el seu defecte indiqui la D.F., d'acord amb els refor\'e7os que s'hagin de col\'b7locar sobre el formig\'f3. \par Toler\'e0ncies d'execuci\'f3: \par }\pard \qj\sl240\slmult0\nowidctlpar\tx284\tqr\tldot\tx8505\adjustright {\fs18\lang1027 \taLVALb - Planor\tab \'b1 0,2% \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 \par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3 \par }\pard \qj\sl240\slmult0\nowidctlpar\tx284\adjustright {\fs18\lang1027 \par REPICAT DE SUPERF\'cdCIE DE FORMIG\'d3, SANEJANT ARMADURES, DEIXANT-LES AL DESCOBERT: \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 S'ha d'apuntalar la part d'estructura que transmeti c\'e0rregues a l'element a repicar. \par \par ESCATAT I RASPALLAT D'ARMADURES: \par Si s'utilitza projecci\'f3 de sorra s'han de protegir els paraments que no s'han de tractar, i s'ha de fer un sistema de recollida de la sorra projectada. \par \par PASSIVAT D'ARMADURES, RESTITUCI\'d3 DE VOLUM DE FORMIG\'d3 O PONT D'UNI\'d3 ENTRE SUPERF\'cdCIES DE FORMIG\'d3: \par El suport ha d'estar net, sense greixos, olis o restes de ciment. \par No ha de tenir zones amb esquerdes o mal adherides. \par El morter s'ha de barrejar seguint les instruccions del fabricant, i s'ha d'aplicar abans del temps m\'e0xim establert. \par Si s'ha d'aplicar un morter de reparaci\'f3 o de reblert a continuaci\'f3 del passivat d'armadures, o del pont d'uni\'f3, cal no sobrepassar els temps m\'e0xims d'adher\'e8ncia entre els dos morters. \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang1027 Temperatura d'aplicaci\'f3 \par }\pard \qj\li284\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang1027 - Passivat armadures o pont d'uni\'f3\tab >= 5\'ba C \par - Restituci\'f3 de volums\tab >= 8\'ba C\tab \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang1027 \par REPARACI\'d3 SUPERFICIAL DE FORMIG\'d3 VIST: \par El suport ha d'estar net, sense greixos, olis o restes de ciment. \par No ha de tenir zones amb esquerdes o mal adherides. \par El morter s'ha de barrejar seguint les instruccions del fabricant, i s'ha d'aplicar abans del temps m\'e0xim establert. \par \par ELIMINACI\'d3 D'IRREGULARITATS A LA SUPERF\'cdCIE DEL FORMIG\`LVALp'd3: \par No s'han de produir esquerdes ni despreniments a l'estructura de formig\'f3. \par En cap cas es pot descobrir les armadures, i si aix\'f2 es produ\'eds, cal comunicar-ho a la D.F., per tal de prendre les mesures correctores adients. \par \par 3.- UNITAT I CRITERIS D'AMIDAMENT \par \par REPICAT PUNTUAL, ESCATAT I RASPLLAT I PASSIVAT D'ARMADURES: \par m de llarg\'e0ria amidat segons les especificacions de la D.T. i amb aquelles modificacions i singularitats acceptades pr\'e8viament i expressament per la D.F. \par \par RESTITUCI\'d3 DE VOLUM: \par dm3 de volum amidat segons les especificacions de la D.T. i amb aquelles modificacions i singularitats acceptades pr\'e8viament i expressament per la D.F. \par \par REPARACI\'d3 DE FORMIG\'d3 I PREPARACI\'d3 DE SUPERF\'cdCIE: \par m2 de superf\'edcie amidat segons les especificacions de la D.T. i amb aquelles modificacions i singularitats acceptades pr\'e8viament i expressament per la D.F. \par \par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI \par \par EHE "Instrucci\'f3n de Hormig\'f3n Estructural" \par }} LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elements auxiliars per al muntatge d'encofrats i apuntalaments, i per a la protecci\'f3 dels espais de treball a les bastides i els encofrats.\par S'han considerat els seg\'fcents elements:\par - Tensors per a encofrats de fusta\par - Grapes per a encofrats met\'e0l\'b7lics\par - Fleixos d'acer laminat en fred amb perforacions, per al muntatge d'encofrats met\'e0l\'b7lics\par - Desencofrants\par - Conjunts de perfils met\'e0l\'b7lics desmuntables per a suport d'encofrat de sostres o de cassetons recuperables\par - Bastides met\'e0l\'b7liques\par - Elements auxiliars per a plafons met\'e0l\'b7lics\par - Tubs met\'e0l\'b7lics de 2,3" de D, per a confecci\'f3 d'entramats, baranes, suports, etc.\par - Element d'uni\'f3 de tubs de 2,3" de D, per a confecci\'f3 d'entramat, baranes, suports, etc.\par - Planxa d'acer, de 8 a 12 mm de gruix per a protecci\'f3 de rases, pous, etc.\par CARACTER\'cdSTIQUES GENERALS:\par Tots els elements han de ser compatibles amb el sistema de muntatge que utilitzi l'encofrat o apuntalament i no han de disminuir les seves caracter\'edstiques ni la seva capacitat portant.\par Han de tenir la resist\'e8ncia i la rigidesa suficient per a garantir el compliment de les toler\'e0ncies dimensionals i per a resistir, sense assentaments ni deformacions perjudicials, les accions que es puguin produir sobre aquests com a conseq\'fc\'e8ncia del proc\'e8s de formigonament i, especialment, per les pressions del formig\'f3 fresc o dels m\'e8todes de compactaci\'f3 utilitzats.\par Aquestes condicions s'han de mantenir fins que el formig\'f3 hLVALagi adquirit la resist\'e8ncia suficient per a suportar les tensions a que ser\'e0 sotm\'e8s durant el desencofrat o desenmotllat.\par Es prohibeix l'\'fas d'alumini en motlles que hagin d'estar en contacte amb el formig\'f3.\par TENSORS, GRAPES I ELEMENTS AUXILIARS PER A PLAFONS MET\'c0L\'b7LICS:\par No han de tenir punts d'oxidaci\'f3 ni manca de recobriment a la superf\'edcie.\par No han de tenir defectes interns o externs que en perjudiquin la utilitzaci\'f3 correcta.\par FLEIX:\par Ha de ser de secci\'f3 constant i uniforme.\par Ampl\'e0ria: >= 10 mm\par Gruix: >= 0,7 mm\par Di\'e0metre de les perforacions: Aprox. 15 mm\par Separaci\'f3 de les perforacions: Aprox. 50 mm\par DESENCOFRANT:\par Vern\'eds antiadherent format amb silicones o preparat amb olis solubles en aigua o greix dilu\'eft.\par No s'ha d'utilitzar com a desencofrant el gas-oil, els greixos comuns ni altres productes an\'e0legs.\par Ha d'evitar l'adher\'e8ncia entre el formig\'f3 i l'encofrat, sense alterar l'aspecte posterior del formig\'f3 ni impedir l'aplicaci\'f3 de revestiments.\par No ha d'impedir la construcci\'f3 de junts de formigonat, en especial quan es tracti d'elements que s'hagin d'unir per a treballar de forma solid\'e0ria.\par No ha d'alterar les propietats del formig\'f3 amb qu\'e8 estigui en contacte.\par El seu \'fas ha d'estar expressament autoritzat per la DF.\par CONJUNT DE PERFILS MET\'c0L\'b7LICS:\par Conjunt format per elements resistents que conformen l'entramat base d'un encofrat per a sostres.\par Els perfils han de ser rectes, amb les dimensions adequades a les c\'e0rregues que han de suportar i sense m\'e9s desperfectes que els deguts als usos adequats.\par Els perfils han d'estar protegits amb una capa d'emprimaci\'f3 antioxidant.\par El seu disseny ha de fer que el proc\'e9s de formigonament i vibratge no alteri la seva planor ni la seva posici\'f3.\par La connexi\'f3 entre el conjunt de perfils i la superf\'edcie encofrant ha de ser suficientment estanca per tal de no permetre la p\'e8rdua apreLVALciable de pasta pels junts.\par Toler\'e0ncies:\par - Rectitud dels perfils: \'b1 0,25% de la llarg\'e0ria\par - Torsi\'f3 dels perfils: \'b1 2 mm/m\par BASTIDES:\par Ha d'estar formada per un conjunt de perfils d'acer buits i de resist\'e8ncia alta.\par Ha d'incloure tots els accessoris necessaris per tal d'assegurar-ne l'estabilitat i la indeformabilitat.\par Tots els elements que formen la bastida han d'estar protegits amb una capa d'emprimaci\'f3 antioxidant.\par Els perfils han de ser resistents a la torsi\'f3 respecte dels diferents plans de c\'e0rrega.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: De manera que no s'alterin les seves condicions.\par Emmagatzematge: En lloc sec, protegit de la intemp\'e8rie i sense contacte directe amb el terra, de manera que no s'alterin les seves condicions.\par DESENCOFRANT:\par Temps m\'e0xim d'emmagatzematge: 1 any\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par Orden de 9 de marzo de 1971 por la que se aprueba la Ordenanza General de Seguridad e Higiene en el Trabajo.\par\pard\par }I LVALY {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Plaf\'f3 d'acer per a encofrat de formigons, amb una cara llisa i l'altra amb rigiditzadors per a evitar deformacions.\par CARACTER\'cdSTIQUES GENERALS:\par Ha de disposar de mecanismes per a travar els plafons entre ells.\par La superf\'edcie ha de ser llisa i ha de tenir el gruix, els rigiditzadors i els elements de connexi\'f3 que calguin. No ha de tenir altres desperfectes que els o{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Plaf\'f3 d'acer per a encofrat de formigons, amb una cara llisa i l'altra amb rigiditzadors per a evitar deformacions.\par CARACTER\'cdSTIQUES GENERALS:\par Ha de disposar de mecanismes per a travar els plafons entre ells.\par La superf\'edcie ha de ser llisa i ha de tenir el gruix, els rigiditzadors i els elements de connexi\'f3 que calguin. No ha de tenir altres desperfectes que els ocasionats pels usos previstos.\par El seu disseny ha de fer que el proc\'e9s de formigonament i vibratge no alteri la seva planor ni la seva posici\'f3.\par La connexi\'f3 entre peces ha de ser suficientment estanca per no permetre la p\'e8rdua apreciable de pasta pels junts.\par Toler\'e0ncies:\par - Planor: \'b1 3 mm/m, <= 5 mm/m\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: De manera que no s'alterin les seves condicions.\par Emmagatzematge: En lloc sec, protegit de la intemp\'e8rie i sense contacte directe amb el terra, de manera que no s'alterin les seves condicions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Peces cil\'edndriques estretes i llargues per a apuntalaments.\par S'han considerat els tipus seg\'fcents:\par - Puntal rod\'f3 de fusta\par - Puntal met\'e0l\'b7lic telesc\'f2pic\par PUNTAL DE FUSTA:\par Puntal de fusta que prov\'e9 de troncs sans de fibres rectes, uniformes, compactes i paral\'b7leles.\par Els extrems han d'estar acabats mitjan\'e7ant tall de serra, a escaire.\par No ha de tenir signes de putrefacci\'f3, corcs, fongs, nusos morts, estelles, semes ni descoloracions.\par Es poden admetre esquerdes superficials produ\'efdes per la dessecaci\'f3 que no afectin les caracter\'edstiques de la fusta.\par No ha de tenir d'altres desperfectes que els ocasionats pel nombre m\'e0xim d'usos.\par Pes espec\'edfic aparent (UNE 56-531) (P): ): 4 <= P <= 6 kN/m3\par Contingut d'humitat (UNE 56-529): <= 15%\par Higroscopicitat (UNE 56-532): Normal\par Coeficient de contracci\'f3 volum\'e8trica (UNE 56-533) (C): 0,35% <= C <= 0,55%\par Coeficient d'elasticitat:\par - Fusta de pi: Aprox. 15000 N/mm2\par - Fusta d'avet: Aprox. 14000 N/mm2\par Duresa (UNE 56-534): <= 4\par Resist\'e8ncia a la compressi\'f3 (UNE 56-535):\par - En la direcci\'f3 paral\'b7lela a les fibres: >= 30 N/mm2\par - En la direcci\'f3 perpendicular a les fibres: >= 10 N/mm2\par Resist\'e8ncia a la tracci\'f3 (UNE 56-538):\par - En la direcci\'f3 paral\'b7lela a les fibres: >= 30 N/mm2\par - En la direcci\'f3 perpendicular a les fibres: >= 2,5 N/mm2\par Resist\'e8ncia a la flexi\'f3 (UNE 56-537): >= 30 N/mm2\par Resist\'e8ncia a l'esfor\'e7 tallant: >= 5 N/mm2\par ResLVAList\'e8ncia al clivellament (UNE 56-539): >= 1,5 N/mm2\par Toler\'e0ncies:\par - Di\'e0metre: \'b1 2 mm\par - Llarg\'e0ria nominal: + 50 mm, - 25 mm\par - Fletxa: \'b1 5 mm/m\par PUNTAL MET\'c0L\'b7LIC:\par Puntal met\'e0l\'b7lic amb mecanisme de regulaci\'f3 i fixaci\'f3 de la seva al\'e7\'e0ria.\par La base i el cap del puntal cal que estiguin fets de platina plana i amb forats per a poder-lo clavar si cal.\par Ha de conservar les seves caracter\'edstiques per al nombre d'usos previstos.\par Resist\'e8ncia m\'ednima a la compressi\'f3 segons l'al\'e7\'e0ria de muntatge:\par +--------------------------------------------------------------+\par \'a6 \'a6 Llarg\'e0ria del puntal \'a6\par \'a6Al\'e7\'e0ria muntatge\'a6---------------------------------------------\'a6\par \'a6 \'a6 3 m \'a6 3,5 m \'a6 4 m \'a6 4,5 m \'a6 5 m \'a6\par \'a6----------------\'a6-------\'a6---------\'a6-------\'a6---------\'a6---------\'a6\par \'a6 2 m \'a6 1,8 T \'a6 1,8 T \'a6 2,5 T \'a6 - \'a6 - \'a6\par \'a6 2,5 m \'a6 1,4 T \'a6 1,4 T \'a6 2,0 T \'a6 - \'a6 - \'a6\par \'a6 3 m \'a6 1 T \'a6 1 T \'a6 1,6 T \'a6 - \'a6 - \'a6\par \'a6 3,5 m \'a6 - \'a6 0,9 T \'a6 1,4 T \'a6 1,43 T \'a6 1,43 T \'a6\par \'a6 4,0 m \'a6 - \'a6 - \'a6 1,1 T \'a6 1,2 T \'a6 1,2 T \'a6\par \'a6 4,5 m \'a6 - \'a6 - \'a6 - \'a6 0,87 T \'a6 0,87 T \'a6\par \'a6 5 m \'a6 - \'a6 - \'a6 - \'a6 - \'a6 0,69 T \'a6\par +--------------------------------------------------------------+\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: De manera que no s'alterin les seves condicions.\par Emmagatzematge: De manera que no es deformin i en llocs secs i ventilats, sense contacte directe amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0rLVALia subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge i desmuntatge dels elements met\'e0l\'b7lics, de fusta, de cartr\'f3, o altres materials que formen el motlle on s\'92abocar\'e0 el formig\'f3.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 del pla de recolzament\par - Muntatge i col\'b7locaci\'f3 dels elements de l'encofrat\par - Pintat de les superf\'edcies interiors de l'encofrat amb un producte desencofrant\par - Tapat dels junts entre peces\par - Col\'b7locaci\'f3 dels dispositius de subjecci\'f3 i arriostrament\par - Aplomat i anivellament de l'encofrat\par - Disposici\'f3 d'obertures provisionals a la part inferior de l'encofrat, quan calgui\par - Humectaci\'f3 de l'encofrat, si \'e9s de fusta\par - Desmuntatge i retirada de l'encofrat i de tot el material auxiliar\par La partida inclou totes les operacions de muntatge i desmuntatge de l'encofrat.\par CONDICIONS GENERALS:\par Els elements que formen l'encofrat i les seves unions han de ser suficientment r\'edgids i resistents per a garantir les toler\'e0ncies dimensionals i per a suportar, sense assentaments ni deformacions perjudicials, les accions est\'e0tiques i din\'e0miques que comporta el seu formigonament i compactaci\'f3.\par Es prohibeix l'\'fas d'alumini en motlles que hagin d'estar en contacte amb el formig\'f3.\par L'interior de l'encofrat ha d'estar pintat amb desencofrant abans del muntatge, sense que hi hagi regalims. La DF ha d'autoritzar, en cada cas, la col\'b7locaci\'f3 d'aquests productes.\par El desencofrant no ha d'impedir la ulterior aplicaci\'LVALf3 de revestiment ni la possible execuci\'f3 de junts de formigonament, especialment quan siguin elements que posteriorment s'hagin d'unir per a treballar solid\'e0riament.\par No s'ha d'utilitzar gas-oil, greixos o similars com a desencofrants. S'han d'utilitzar vernissos antiadherents a base de silicones o preparats d'olis solubles en aigua o greixos en dissoluci\'f3.\par Ha de ser suficientment estanc per a impedir una p\'e8rdua apreciable de pasta entre els junts.\par Ha d'estar muntat de manera que permeti un desencofratge f\'e0cil, que s'ha de fer sense xocs ni sotragades.\par Ha de portar marcada l'al\'e7\'e0ria per a formigonar.\par Abans de comen\'e7ar a formigonar, el contractista ha d'obtenir de la DF l'aprovaci\'f3 per escrit de l'encofrat.\par El fons de l'encofrat ha de ser net abans de comen\'e7ar a formigonar.\par El nombre de puntals de suport de l'encofrat i la seva separaci\'f3 dep\'e8n de la c\'e0rrega total de l'element. Han d'anar degudament travats en tots dos sentits.\par S'han d'adoptar les mesures oportunes per a qu\'e8 els encofrats i motlles no impedeixin la lliure retracci\'f3 del formig\'f3.\par Cap element d'obra podr\'e0 ser desencofrat sense l'autoritzaci\'f3 de la DF.\par El desencofrat de costers verticals d'elements de petit cantell, podr\'e0 fer-se als tres dies de formigonada la pe\'e7a, si durant aquest interval no s'han produ\'eft temperatures baixes o d'altres causes que puguin alterar el procediment normal d'enduriment del formig\'f3. Els costers verticals d'elements de gran cantell o els costers horitzontals no s'han de retirar abans dels set dies, amb les mateixes salvetats anteriors.\par La DF podr\'e0 reduir els pla\'e7os anteriors quan ho consideri oport\'fa.\par En obres d'import\'e0ncia i que no es tingui l'experi\'e8ncia de casos similars o quan els perjudicis que es puguin derivar d'una fissuraci\'f3 prematura fossin grans, s'han de fer assaigs d'informaci\'f3 que determinin la resist\'e8ncia real del formig\'f3 per a poder fixar el moment de desencofLVALrat.\par No s'han de reblir els cocons o defectes que es puguin apreciar al formig\'f3 al desencofrar, sense l'autoritzaci\'f3 de la DF.\par Els filferros i ancoratges de l'encofrat que hagin quedat fixats al formig\'f3 s'han de tallar al ras del parament.\par Si s'utilitzen taulers de fusta, els junts entre aquests han de permetre l'entumiment de les mateixes per l'humitat del reg i del formig\'f3, sense que deixin fugir pasta durant el formigonament. Per a evitar-ho es podr\'e0 autoritzar un segellant adequat.\par Toler\'e0ncies generals de muntatge i deformacions de l'encofrat pel formigonament:\par - Moviments locals de l'encofrat: <= 5 mm\par - Moviments del conjunt (L=llum): <= L/1000\par - Planor:\par - Formig\'f3 vist: \'b1 5 mm/m, \'b1 0,5% de la dimensi\'f3\par - Per a revestir: \'b1 15 mm/m\par Toler\'e0ncies particulars de muntatge i deformacions de l'encofrat pel formigonament:\par +-------------------------------------------------------------------+\par \'a6 \'a6Replanteig eixos \'a6Dimensions\'a6Aplomat \'a6Horitzontalitat\'a6\par \'a6 \'a6-----------------\'a6 \'a6 \'a6 \'a6\par \'a6 \'a6Parcial \'a6 Total \'a6 \'a6 \'a6 \'a6\par \'a6-------------\'a6--------\'a6--------\'a6----------\'a6--------\'a6---------------\'a6\par \'a6Rases i pous \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 - 30 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6 \'a6 \'a6 \'a6 + 60 mm \'a6 \'a6 \'a6\par \'a6Murs \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 20 mm \'a6\'b1 20 mm \'a6 \'b1 50 mm \'a6\par \'a6Recal\'e7ats \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 - \'a6\'b1 20 mm \'a6 - \'a6\par \'a6Riostres \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 20 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Basaments \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Enceps \'a6\'b1 20 mm \'a6\'b1LVAL 50 mm \'a6 \'b1 20 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Pilars \'a6\'b1 20 mm \'a6\'b1 40 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Bigues \'a6\'b1 10 mm \'a6\'b1 30 mm \'a6 \'b1 0,5 % \'a6 \'b1 2 mm \'a6 - \'a6\par \'a6Llindes \'a6 - \'a6 - \'a6 \'b1 10 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6C\'e8rcols \'a6 - \'a6 - \'a6 \'b1 10 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6Sostres \'a6\'b1 5mm/m \'a6\'b1 50 mm \'a6 - \'a6 - \'a6 - \'a6\par \'a6Lloses \'a6 - \'a6\'b1 50 mm \'a6 - 40 mm \'a6 \'b1 2 % \'a6 \'b1 30 mm/m \'a6\par \'a6 \'a6 \'a6 \'a6 + 60 mm \'a6 \'a6 \'a6\par \'a6Membranes \'a6 - \'a6\'b1 30 \'a6 - \'a6 - \'a6 - \'a6\par \'a6Estreps \'a6 - \'a6\'b1 50 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par +-------------------------------------------------------------------+\par MOTLLES RECUPERABLES:\par Els motlles s'han de col\'b7locar ben alineats, de manera que no suposin una disminuci\'f3 de la secci\'f3 dels nervis de l'estructura.\par No han de tenir deformacions, cantells trencats ni fissures.\par El desmuntatge dels motlles s'ha de fer tenint cura de no fer malb\'e9 els cantells dels nervis formigonats.\par Els motlles ja usats i que han de servir per a unitats repetides, s'han de netejar i rectificar.\par FORMIG\'d3 PRETENSAT:\par Els encofrats pr\'f2xims a les zones d'ancoratge han de tenir la rigidesa necess\'e0ria per a que els eixos dels tendons es mantinguin normals als ancoratges.\par Els encofrats i motlles han de permetre les deformacions de les peces en ells formigonades i han de resistir la distribuci\'f3 de c\'e0rregues durant el tesat de les armadures i la transmissi\'f3 de l'esfor\'e7 de pretesat al formig\'f3.\par FORMIG\'d3 VIST:\par Les superf\'edcies de l'encofrat en contacte amb les cares que han de quedar LVALvistes, han de ser llises, sense rebaves ni irregularitats.\par S'han de col\'b7locar angulars met\'e0l\'b7lics a les arestes exteriors de l'encofrat o qualsevol altre procediment efica\'e7 per a que les arestes vives del formig\'f3 resultin ben acabades.\par La DF podr\'e0 autoritzar la utilitzaci\'f3 de matavius per a aixamfranar les arestes vives.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Abans de formigonar s'ha d'humitejar l'encofrat, en el cas que sigui de fusta, i s'ha de comprovar la situaci\'f3 relativa de les armadures, el nivell, l'aplomat i la solidesa del conjunt.\par No s'han de transmetre a l'encofrat vibracions de motors.\par La col\'b7locaci\'f3 dels encofrats s'ha de fer de forma que s'eviti malmetre estructures ja constru\'efdes.\par El subministrador dels puntals ha de justificar i garantir les seves caracter\'edstiques i les condicions en que s'han d'utilitzar.\par Si l'element s'ha de pretensar, abans del tesat s'han de retirar els costers dels encofrats i qualsevol element dels mateixos que no sigui portant de l'estructura.\par En el cas que els encofrats hagin variat les seves caracter\'edstiques geom\'e8triques per haver patit desperfectes, deformacions, guerxaments, etc, no s'han de for\'e7ar per a que recuperin la seva forma correcta.\par Quan entre la realitzaci\'f3 de l'encofrat i el formigonament passin m\'e9s de tres mesos, s'ha de fer una revisi\'f3 total de l'encofrat.\par El formigonat s'ha de fer durant el periode de temps en el que el desencofrant sigui actiu.\par Per al control del temps de desencofrat, s'han d'anotar a l'obra les temperatures m\'e0ximes i m\'ednimes di\'e0ries mentre durin els treballs d'encofrat i desencofrat, aix\'ed com la data en qu\'e8 s'ha formigonat cada element.\par El desencofrat de l'element s'ha de fer sense cops ni sotragades.\par ELEMENTS VERTICALS:\par Per a facilitar la neteja del fons de l'encofrat s'han de disposar obertures provisionals a la part inferior de l'encofrat.\par S'han de preveLVALure a les parets laterals dels encofrats finestres de control que permetin la compactaci\'f3 del formig\'f3. Aquestes obertures s'han de disposar amb un espaiament vertical i horitzontal no m\'e9s gran d'un metro, i es tancaran quan el formig\'f3 arribi a la seva al\'e7\'e0ria.\par En \'e8poques de vents forts s'han d'atirantar amb cables o cordes els encofrats dels elements verticals d'esveltesa m\'e9s gran de 10.\par ELEMENTS HORITZONTALS:\par Els encofrats d'elements rectes o plans de m\'e9s de 6 m de llum lliure, s'han de disposar amb la contrafletxa necess\'e0ria per a que, desencofrat i carregat l'element, aquest conservi una lleugera concavitat a l'intrad\'f3s. Aquesta contrafletxa sol ser de l'ordre d'una mil\'b7l\'e8sima de la llum.\par Els puntals es col\'b7locaran sobre soles. Quan aquestes estiguin sobre el terreny cal asegurar que no assentaran\par Els puntals s\'92han de travar en dues direccions perpendiculars\par Els puntals han de poder transmetre la for\'e7a que rebin i permetre finalment un desapuntalat senzill\par En \'e8poques de pluges fortes s'ha de protegir el fons de l'encofrat amb lones impermeabilitzades o pl\'e0stics.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT i que es trobi en contacte amb el formig\'f3.\par Aquest criteri inclou els apuntalaments previs, aix\'ed com la recollida, neteja i acondicionament dels elements utilitzats.\par La superf\'edcie corresponent a forats interiors s'ha de deduir de la superf\'edcie total d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2 com a m\'e0xim: no es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, l\'92amidament inclou l\'92encofrat necessari per a conformar el per\'edmetre dels forats. En cas de deduir-se el 100% del forat, cal amidar tamb\'e9 l\'92encofrat necessari per a conformar el per\'edmetre dels forats.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real LVAL Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge i col\'b7locaci\'f3 de l'armadura formada per barres corrugades, malla electrosoldada o conjunt de barres i/o malles d'acer, a l'excavaci\'f3, a l'encofrat o ancorades a elements de formig\'f3 existents, o soldades a perfils d\'92acer.\par S'han considerat les armadures pels elements estructurals seg\'fcents:\par - Pilars\par - Murs estructurals\par - Bigues\par - Llindes\par - C\'e8rcols\par - Estreps\par - Lloses i bancades\par - Sostres\par - Membranes i voltes\par - Armadures de refor\'e7\par - Ancoratge de barres corrugades en elements de formig\'f3 existents\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Tallat i doblegat de l'armadura\par - Neteja de les armadures\par - Neteja del fons de l'encofrat\par - Col\'b7locaci\'f3 dels separadors\par - Muntatge i col\'b7locaci\'f3 de l'armadura\par - Subjecci\'f3 dels elements que formen l'armadura\par - Subjecci\'f3 de l'armadura a l'encofrat\par Per armadures ancorades a elements de formig\'f3 existents inclou tamb\'e9:\par - Perforaci\'f3 del formig\'f3\par - Neteja del forat\par - Injecci\'f3 de l\'92adhesiu al forat\par - Immobilitzaci\'f3 de l\'92armadura durant el proc\'e9s d\'92assecat de l\'92adhesiu\par CONDICIONS GENERALS:\par Per a la elaboraci\'f3, manipulaci\'f3 i muntatge de les armadures s\'92ha de seguir les indicacions de la EHE i la UNE 36831.\par Els di\'e0metres, la forma, les dimensions i la disposici\'f3 de les armadures han de ser les que s'especifiquen a la DT.\par Les barres no han LVALde tenir esquerdes ni fissures.\par Les armadures han de ser netes, no han de tenir \'f2xid no adherent, pintura, greix ni d'altres subst\'e0ncies perjudicials.\par La secci\'f3 equivalent de les barres de l'armadura no ha de ser inferior al 95% de la secci\'f3 nominal.\par No hi ha d'haver m\'e9s empalmaments dels que consten a la DT o autoritzi la DF.\par Els empalmaments es poden realitzar per solapa o per soldadura.\par Per a realitzar un altre tipus d'empalmament es requerir\'e0 disposar d'assaigs que demostrin que garanteixen de forma permanent una resist\'e8ncia a la ruptura no inferior a la de la menor de les dues barres que s'uneixen i que el moviment relatiu entre elles no sigui superior a 0,1 mm.\par Es pot utilitzar la soldadura per a l'elaboraci\'f3 de la ferralla sempre que es faci d'acord amb els procediments establerts a la UNE 36-832, l'acer sigui soldable i es faci a taller amb instal\'b7laci\'f3 industrial fixa. Nom\'e9s s'admet soldadura en obra en els casos previstos en la DT i autoritzats per la DF.\par La realitzaci\'f3 dels empalmaments pel que fa al procediment, la disposici\'f3 dins la pe\'e7a, la llarg\'e0ria dels solapaments i la posici\'f3 dels diferents empalmaments en barres properes, ha de seguir les prescripcions de la EHE, al article 66.6.\par A les solapes no s'han de disposar ganxos ni potes.\par No es poden disposar empalmaments per soldadura a les zones de forta curvatura de l'armadura.\par Els empalmaments per soldadura es faran d'acord amb el que estableix la norma UNE 36-832.\par Les armadures han d'estar subjectades entre elles i a l'encofrat de manera que mantinguin la seva posici\'f3 durant l'abocada i la compactaci\'f3 del formig\'f3.\par Els estreps de pilars o bigues han d'anar subjectats a les barres principals mitjan\'e7ant un lligat simple o altre procediment idoni. En cap cas es pot fer amb punts de soldadura quan les armadures estiguin a l\'92encofrat.\par Les armadures d'espera han d'estar subjectades a l'engraellat dels fonaments.\par Quan la DT eLVALxigeix recobriments superiors a 50 mm, s'ha de col\'b7locar una malla de repartiment en mig d'aquest gruix segons s'especifica a l'article 37.2.4. de la norma EHE, excepte en el cas d'elements que hagin de quedar soterrats.\par La DF ha d'aprovar la col\'b7locaci\'f3 de les armadures abans de comen\'e7ar el formigonament.\par Per a qualsevol classe d'armadures passives, inclosos els estreps, el recobriment no ha de ser inferior, en cap punt, als valors determinats en la taula 37.2.4. de la norma EHE, en funci\'f3 de la classe d'exposici\'f3 ambiental a que es sotmetr\'e0 el formig\'f3 armat, segons el que indica l'article 8.2.1 de la mateixa norma.\par Dist\'e0ncia lliure armadura \'96 parament: >= D m\'e0xim, >= 0,80 granulat m\'e0xim\par Recobriment en peces formigonades contra el terreny: >= 70 mm\par Dist\'e0ncia lliure barra doblegada - parament: >= 2 D\par La realitzaci\'f3 dels ancoratges de les barres al formig\'f3, pel que fa a la forma, posici\'f3 dins la pe\'e7a i llarg\'e0ria de les barres a de seguir les prescripcions de la EHE, article 66.5.\par Toler\'e0ncies d'execuci\'f3:\par - Llarg\'e0ria d'ancoratge i solapa: -0,05L (<= 50 mm, m\'ednim 12 mm), + 0,10 L (<=50 mm)\par Les toler\'e0ncies en el recobriment i la posici\'f3 de les armadures han de complir l'especificat en la UNE 36831.\par BARRES CORRUGADES:\par Es poden col\'b7locar en contacte tres barres, com a m\'e0xim, de l'armadura principal i quatre en el cas que no hi hagi empalmaments i la pe\'e7a estigui formigonada en posici\'f3 vertical.\par El di\'e0metre equivalent del grup de les barres no ha de ser de m\'e9s de 50 mm.\par Si la pe\'e7a ha de suportar esfor\'e7os de compressi\'f3 i es formigona en posici\'f3 vertical, el di\'e0metre equivalent no ha de ser de m\'e9s de 70 mm.\par A la zona de solapa, el nombre m\'e0xim de barres en contacte ha de ser de quatre.\par No s'han de solapar barres de D >= 32 mm sense justificar satisfact\'f2riament el seu comportament.\par Els empalmaments per solapa de barres agrupades han dLVALe complir l'article 66.6 de l'EHE.\par Es prohibeix l'empalmament per solapa en grups de quatre barres.\par L'empalmament per soldadura s'ha de fer seguint les prescripcions de la UNE 36-832.\par Dist\'e0ncia lliure vertical i horitzontal entre 2 barres aillades consecutives: >= D m\'e0xim, >= 1,25 granulat m\'e0xim, >= 20 mm\par Dist\'e0ncia entre els centres dels empalmaments de barres consecutives, segons direcci\'f3 de l'armadura: >= longitud b\'e0sica d'ancoratge (Lb)\par Dist\'e0ncia entre les barres d\'92un empalmament per solapa: <= 4 D\par Dist\'e0ncia entre barres traccionades empalmades per solapa: <= 4 D, >= D m\'e0xim, >= 20 mm, >= 1,25 granulat m\'e0xim\par Armadura transversal a la zona de solapament: Secci\'f3 armadura transversal (At) >= Dm\'e0x (Dm\'e0x = Secci\'f3 barra solapada de di\'e0metre major)\par MALLA ELECTROSOLDADA:\par Llarg\'e0ria de la solapa en malles acoblades: a x Lb neta:\par - Ha de complir, com a m\'ednim: >= 15 D, >= 20 cm\par Llarg\'e0ria de la solapa en malles superposades:\par - Separaci\'f3 entre elements solapats (longitudinal i transversal) > 10 D: 1,7 Lb\par - Separaci\'f3 entre elements solapats (longitudinal i transversal) <= 10 D: 2,4 Lb\par - Ha de complir com a m\'ednim: >= 15 D, >= 20 cm\par BARRES ANCORADES A ELEMENTS DE FORMIG\'d3 EXISTENTS:\par La llarg\'e0ria de la barra ancorada al formig\'f3 existent, i de la part lliure, han de ser les indicades a la DT, o en el seu defecte, superiors a la llarg\'e0ria neta d\'92ancoratge determinada segons l\'92article 66.5 de la EHE.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par El doblegament de les armadures s'ha de fer en fred, a velocitat constant, de forma mec\'e0nica i amb l'ajut d'un mandr\'ed.\par No s'han d'adre\'e7ar colzes excepte si es pot verificar que no es faran malb\'e9.\par S'han de col\'b7locar separadors per a garantir el recobriment m\'ednim i no han de produir fissures ni filtracions al formig\'f3.\par En cas de realitzar soldadures s'han de seguir lLVALes disposicions de la norma UNE 36-832 i les han d'executar operaris qualificats d'acord amb la normativa vigent.\par BARRES ANCORADES A ELEMENTS DE FORMIG\'d3 EXISTENTS:\par El formig\'f3 on s\'92ha de fer l\'92ancoratge ha de tenir una edat superior a quatre setmanes.\par La perforaci\'f3 ha de ser recta i de secci\'f3 circular.\par El di\'e0metre de la perforaci\'f3 ha de ser 4 mm m\'e9s gran que el de la barra que s\'92ha d\'92ancorar i 500 mm m\'e9s llarg a la llarg\'e0ria neta d\'92ancoratge de la mateixa.\par La perforaci\'f3 s\'92ha de buidar de pols abans de col\'b7locar l\'92adhesiu.\par L\'92adhesiu s\'92ha de preparar seguint les t\'e8cniques del fabricant, i s\'92ha d\'92utilitzar dins del temps m\'e0xim fixat per aquest.\par La temperatura del formig\'f3 a l\'92hora d\'92introduir l\'92adhesiu ha d\'92estar compresa entre 5\'ba i 40 \'ba C.\par Al omplir la perforaci\'f3 amb l\'92adhesiu cal evitar que resti aire ocl\'fas.\par Cal recollir les restes d\'92adhesiu que surtin quan s\'92introdueixi la barra a la perforaci\'f3.\par Una vegada introdu\'efda la barra fins a la seva posici\'f3 definitiva, no es pot rectificar la seva posici\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par BARRES CORRUGADES:\par kg de pes calculat segons les especificacions de la DT, d'acord amb els criteris seg\'fcents:\par - El pes unitari per al seu c\'e0lcul ha de ser el te\'f2ric\par - Per a poder utilitzar un altre valor diferent del te\'f2ric, cal l'acceptaci\'f3 expressa de la DF.\par - El pes s\'92obtindr\'e0 amidant la llarg\'e0ria total de les barres (barra+cavalcament)\par L\'92escreix d\'92amidament corresponent als retalls est\'e0 incorporat al preu de la unitat d\'92obra com a increment del rendiment (1,05 kg de barra d\'92acer per kg de barra ferrallada, dins de l\'92element compost)\par MALLA ELECTROSOLDADA:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Aquest criteri inclou les p\'e8rdues i increments de material corresponents a retalls i empalmaments.\par BARR LVAL ES ANCORADES A ELEMENTS DE FORMIG\'d3 EXISTENTS:\par Unitat de barra ancorada, executada d\'92acord amb les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural DB-SE.\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Taul\'f3 de fusta que prov\'e9 de troncs sans de fibres rectes, uniformes, apretades i paral\'b7leles.\par CARACTER\'cdSTIQUES GENERALS:\par Les cares han de ser planes, escairades i han de tenir les arestes vives.\par Els extrems han d'estar acabats mitjan\'e7ant tall de serra, a escaire.\par Ha de conservar les seves caracter\'edstiques per al nombre d'usos previstos.\par No ha de tenir signes de putrefacci\'f3, corcs, fongs, nusos morts, estelles, semes ni descoloracions.\par Es poden admetre esquerdes superficials produ\'efdes per la dessecaci\'f3 que no afectin les caracter\'edstiques de la fusta.\par Pes espec\'edfic aparent (UNE 56-531) (P): ): 4 <= P <= 6 kN/m3\par Contingut d'humitat (UNE 56-529): <= 15%\par Higroscopicitat (UNE 56-532): Normal\par Coeficient de contracci\'f3 volum\'e8trica (UNE 56-533) (C): 0,35% <= C <= 0,55%\par Coeficient d'elasticitat:\par - Fusta de pi: Aprox. 15000 N/mm2\par - Fusta d'avet: Aprox. 14000 N/mm2\par Duresa (UNE 56-534): <= 4\par Resist\'e8ncia a la compressi\'f3 (UNE 56-535):\par - En la direcci\'f3 paral\'b7lela a les fibres: >= 30 N/mm2\par - En la direcci\'f3 perpendicular a les fibres: >= 10 N/mm2\par Resist\'e8ncia a la tracci\'f3 (UNE 56-538):\par - En la direcci\'f3 paral\'b7lela a les fibres: >= 30 N/mm2\par - En la direcci\'f3 perpendicular a les fibres: >= 2,5 N/mm2\par Resist\'e8ncia a la flexi\'f3 (UNE 56-537): >= 30 N/mm2\par Resist\'e8ncia a l'esfor\'e7 tallant: >= 5 N/mm2\par Resist\'e8ncia al clivellament (UNE 56-539): >= 1,5 N/mm2\par Toler\'e0ncies:\par - Llarg\'e0ria noLVAL,minal: + 50 mm, - 25 mm\par - Ampl\'e0ria nominal: \'b1 2 mm\par - Gruix:\par +----------------------------------------+\par \'a6 Classe \'a6 Gruix nominal (mm) \'a6\par \'a6 \'a6-----------------------------\'a6\par \'a6 \'a6 < 50 \'a6 50 a 75 \'a6 > 75 \'a6\par \'a6 \'a6-----------------------------\'a6\par \'a6 \'a6 Toler\'e0ncia (mm) \'a6\par \'a6----------------------------------------\'a6\par \'a6 T1 \'a6 \'b13 \'a6 \'b14 \'a6 +6,-3 \'a6\par \'a6 T2 \'a6 \'b12 \'a6 \'b13 \'a6 +5,-2 \'a6\par \'a6 T3 \'a6 \'b11,5 \'a6 \'b11,5 \'a6 \'b11,5 \'a6\par +----------------------------------------+\par - Fletxa: \'b1 5 mm/m\par - Torsi\'f3: \'b1 2\'b0\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: De manera que no s'alterin les seves condicions.\par Emmagatzematge: De manera que no es deformin i en llocs secs i ventilats, sense contacte directe amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elements met\'e0l\'b7lics per a subjectar coses introduint-los mitjan\'e7ant cops o impactes.\par S'han considerat els elements seg\'fcents:\par - Gafes de pala i punta\par - Claus d'impacte\par - Claus d'acer\par - Claus de coure\par - Claus d'acer galvanitzat\par - Tatxes d'acer\par Claus s\'f3n tijes met\'e0l.liques, punxagudes d'un extrem i amb una cabota a l'altre.\par Tatxes s\'f3n claus curts amb la cabota grossa i plana.\par Gafes de pala i punta s\'f3n claus grans i plans amb la cabota formada al doblegar la tija, utilitzats per a unir els bastiments amb les parets.\par CARACTER\'cdSTIQUES GENERALS:\par Han de tenir la forma, mides i resist\'e8ncies adequats als elements que han d'unir.\par Han de ser rectes, amb la punta afilada i regular.\par Els claus d'acer han de complir les determinacions de les normes UNE 17-032, UNE 17-033, UNE 17-034, UNE 17-035 i UNE 17-036.\par ACABAT SUPERFICIAL GALVANITZAT:\par El seu recobriment de zinc ha de ser llis, sense discontinu\'eftats, ni exfoliacions i no ha de tenir taques ni d'altres imperfeccions superficials.\par Protecci\'f3 de galvanitzaci\'f3: >= 275 g/m2\par Puresa del zinc, en pes: >= 98,5%\par Toler\'e0ncies dels claus i tatxes:\par - Llarg\'e0ria: \'b1 1 D\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetats.\par Emmagatzematge: En llocs protegits de la pluja i la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par LVAL No hi ha normativa d'obligat compliment per a les gafes de pala i punta.\par CLAUS I TATXES:\par UNE 17032:1966 Puntas redondeadas de cabeza plana lisa. Medidas.\par UNE 17033:1966 Puntas redondeadas de cabeza plana rayada. Medidas.\par UNE 17034:1966 Puntas redondeadas de cabeza plana ancha.\par UNE 17035:1966 Puntas de cabeza c\'f3nica.\par UNE 17036:1966 Puntas redondeadas de cabeza perdida.\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge i desmuntatge dels elements met\'e0l\'b7lics, de fusta, de cartr\'f3, o altres materials que formen el motlle on s\'92abocar\'e0 el formig\'f3.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 del pla de recolzament\par - Muntatge i col\'b7locaci\'f3 dels elements de l'encofrat\par - Pintat de les superf\'edcies interiors de l'encofrat amb un producte desencofrant\par - Tapat dels junts entre peces\par - Col\'b7locaci\'f3 dels dispositius de subjecci\'f3 i arriostrament\par - Aplomat i anivellament de l'encofrat\par - Disposici\'f3 d'obertures provisionals a la part inferior de l'encofrat, quan calgui\par - Humectaci\'f3 de l'encofrat, si \'e9s de fusta\par - Desmuntatge i retirada de l'encofrat i de tot el material auxiliar\par La partida inclou totes les operacions de muntatge i desmuntatge de l'encofrat.\par CONDICIONS GENERALS:\par Els elements que formen l'encofrat i les seves unions han de ser suficientment r\'edgids i resistents per a garantir les toler\'e0ncies dimensionals i per a suportar, sense assentaments ni deformacions perjudicials, les accions est\'e0tiques i din\'e0miques que comporta el seu formigonament i compactaci\'f3.\par Es prohibeix l'\'fas d'alumini en motlles que hagin d'estar en contacte amb el formig\'f3.\par L'interior de l'encofrat ha d'estar pintat amb desencofrant abans del muntatge, sense que hi hagi regalims. La DF ha d'autoritzar, en cada cas, la col\'b7locaci\'f3 d'aquests productes.\par El desencofrant no ha d'impedir la ulterior aplicaci\'LVALf3 de revestiment ni la possible execuci\'f3 de junts de formigonament, especialment quan siguin elements que posteriorment s'hagin d'unir per a treballar solid\'e0riament.\par No s'ha d'utilitzar gas-oil, greixos o similars com a desencofrants. S'han d'utilitzar vernissos antiadherents a base de silicones o preparats d'olis solubles en aigua o greixos en dissoluci\'f3.\par Ha de ser suficientment estanc per a impedir una p\'e8rdua apreciable de pasta entre els junts.\par Ha d'estar muntat de manera que permeti un desencofratge f\'e0cil, que s'ha de fer sense xocs ni sotragades.\par Ha de portar marcada l'al\'e7\'e0ria per a formigonar.\par Abans de comen\'e7ar a formigonar, el contractista ha d'obtenir de la DF l'aprovaci\'f3 per escrit de l'encofrat.\par El fons de l'encofrat ha de ser net abans de comen\'e7ar a formigonar.\par El nombre de puntals de suport de l'encofrat i la seva separaci\'f3 dep\'e8n de la c\'e0rrega total de l'element. Han d'anar degudament travats en tots dos sentits.\par S'han d'adoptar les mesures oportunes per a qu\'e8 els encofrats i motlles no impedeixin la lliure retracci\'f3 del formig\'f3.\par Cap element d'obra podr\'e0 ser desencofrat sense l'autoritzaci\'f3 de la DF.\par El desencofrat de costers verticals d'elements de petit cantell, podr\'e0 fer-se als tres dies de formigonada la pe\'e7a, si durant aquest interval no s'han produ\'eft temperatures baixes o d'altres causes que puguin alterar el procediment normal d'enduriment del formig\'f3. Els costers verticals d'elements de gran cantell o els costers horitzontals no s'han de retirar abans dels set dies, amb les mateixes salvetats anteriors.\par La DF podr\'e0 reduir els pla\'e7os anteriors quan ho consideri oport\'fa.\par En obres d'import\'e0ncia i que no es tingui l'experi\'e8ncia de casos similars o quan els perjudicis que es puguin derivar d'una fissuraci\'f3 prematura fossin grans, s'han de fer assaigs d'informaci\'f3 que determinin la resist\'e8ncia real del formig\'f3 per a poder fixar el moment de desencofLVALrat.\par No s'han de reblir els cocons o defectes que es puguin apreciar al formig\'f3 al desencofrar, sense l'autoritzaci\'f3 de la DF.\par Els filferros i ancoratges de l'encofrat que hagin quedat fixats al formig\'f3 s'han de tallar al ras del parament.\par Si s'utilitzen taulers de fusta, els junts entre aquests han de permetre l'entumiment de les mateixes per l'humitat del reg i del formig\'f3, sense que deixin fugir pasta durant el formigonament. Per a evitar-ho es podr\'e0 autoritzar un segellant adequat.\par Toler\'e0ncies generals de muntatge i deformacions de l'encofrat pel formigonament:\par - Moviments locals de l'encofrat: <= 5 mm\par - Moviments del conjunt (L=llum): <= L/1000\par - Planor:\par - Formig\'f3 vist: \'b1 5 mm/m, \'b1 0,5% de la dimensi\'f3\par - Per a revestir: \'b1 15 mm/m\par Toler\'e0ncies particulars de muntatge i deformacions de l'encofrat pel formigonament:\par +-------------------------------------------------------------------+\par \'a6 \'a6Replanteig eixos \'a6Dimensions\'a6Aplomat \'a6Horitzontalitat\'a6\par \'a6 \'a6-----------------\'a6 \'a6 \'a6 \'a6\par \'a6 \'a6Parcial \'a6 Total \'a6 \'a6 \'a6 \'a6\par \'a6-------------\'a6--------\'a6--------\'a6----------\'a6--------\'a6---------------\'a6\par \'a6Rases i pous \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 - 30 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6 \'a6 \'a6 \'a6 + 60 mm \'a6 \'a6 \'a6\par \'a6Murs \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 20 mm \'a6\'b1 20 mm \'a6 \'b1 50 mm \'a6\par \'a6Recal\'e7ats \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 - \'a6\'b1 20 mm \'a6 - \'a6\par \'a6Riostres \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 20 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Basaments \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Enceps \'a6\'b1 20 mm \'a6\'b1LVAL 50 mm \'a6 \'b1 20 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Pilars \'a6\'b1 20 mm \'a6\'b1 40 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Bigues \'a6\'b1 10 mm \'a6\'b1 30 mm \'a6 \'b1 0,5 % \'a6 \'b1 2 mm \'a6 - \'a6\par \'a6Llindes \'a6 - \'a6 - \'a6 \'b1 10 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6C\'e8rcols \'a6 - \'a6 - \'a6 \'b1 10 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6Sostres \'a6\'b1 5mm/m \'a6\'b1 50 mm \'a6 - \'a6 - \'a6 - \'a6\par \'a6Lloses \'a6 - \'a6\'b1 50 mm \'a6 - 40 mm \'a6 \'b1 2 % \'a6 \'b1 30 mm/m \'a6\par \'a6 \'a6 \'a6 \'a6 + 60 mm \'a6 \'a6 \'a6\par \'a6Membranes \'a6 - \'a6\'b1 30 \'a6 - \'a6 - \'a6 - \'a6\par \'a6Estreps \'a6 - \'a6\'b1 50 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par +-------------------------------------------------------------------+\par MOTLLES RECUPERABLES:\par Els motlles s'han de col\'b7locar ben alineats, de manera que no suposin una disminuci\'f3 de la secci\'f3 dels nervis de l'estructura.\par No han de tenir deformacions, cantells trencats ni fissures.\par El desmuntatge dels motlles s'ha de fer tenint cura de no fer malb\'e9 els cantells dels nervis formigonats.\par Els motlles ja usats i que han de servir per a unitats repetides, s'han de netejar i rectificar.\par FORMIG\'d3 PRETENSAT:\par Els encofrats pr\'f2xims a les zones d'ancoratge han de tenir la rigidesa necess\'e0ria per a que els eixos dels tendons es mantinguin normals als ancoratges.\par Els encofrats i motlles han de permetre les deformacions de les peces en ells formigonades i han de resistir la distribuci\'f3 de c\'e0rregues durant el tesat de les armadures i la transmissi\'f3 de l'esfor\'e7 de pretesat al formig\'f3.\par FORMIG\'d3 VIST:\par Les superf\'edcies de l'encofrat en contacte amb les cares que han de quedar LVALvistes, han de ser llises, sense rebaves ni irregularitats.\par S'han de col\'b7locar angulars met\'e0l\'b7lics a les arestes exteriors de l'encofrat o qualsevol altre procediment efica\'e7 per a que les arestes vives del formig\'f3 resultin ben acabades.\par La DF podr\'e0 autoritzar la utilitzaci\'f3 de matavius per a aixamfranar les arestes vives.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Abans de formigonar s'ha d'humitejar l'encofrat, en el cas que sigui de fusta, i s'ha de comprovar la situaci\'f3 relativa de les armadures, el nivell, l'aplomat i la solidesa del conjunt.\par No s'han de transmetre a l'encofrat vibracions de motors.\par La col\'b7locaci\'f3 dels encofrats s'ha de fer de forma que s'eviti malmetre estructures ja constru\'efdes.\par El subministrador dels puntals ha de justificar i garantir les seves caracter\'edstiques i les condicions en que s'han d'utilitzar.\par Si l'element s'ha de pretensar, abans del tesat s'han de retirar els costers dels encofrats i qualsevol element dels mateixos que no sigui portant de l'estructura.\par En el cas que els encofrats hagin variat les seves caracter\'edstiques geom\'e8triques per haver patit desperfectes, deformacions, guerxaments, etc, no s'han de for\'e7ar per a que recuperin la seva forma correcta.\par Quan entre la realitzaci\'f3 de l'encofrat i el formigonament passin m\'e9s de tres mesos, s'ha de fer una revisi\'f3 total de l'encofrat.\par El formigonat s'ha de fer durant el periode de temps en el que el desencofrant sigui actiu.\par Per al control del temps de desencofrat, s'han d'anotar a l'obra les temperatures m\'e0ximes i m\'ednimes di\'e0ries mentre durin els treballs d'encofrat i desencofrat, aix\'ed com la data en qu\'e8 s'ha formigonat cada element.\par El desencofrat de l'element s'ha de fer sense cops ni sotragades.\par ELEMENTS VERTICALS:\par Per a facilitar la neteja del fons de l'encofrat s'han de disposar obertures provisionals a la part inferior de l'encofrat.\par S'han de preveLVAL ure a les parets laterals dels encofrats finestres de control que permetin la compactaci\'f3 del formig\'f3. Aquestes obertures s'han de disposar amb un espaiament vertical i horitzontal no m\'e9s gran d'un metro, i es tancaran quan el formig\'f3 arribi a la seva al\'e7\'e0ria.\par En \'e8poques de vents forts s'han d'atirantar amb cables o cordes els encofrats dels elements verticals d'esveltesa m\'e9s gran de 10.\par ELEMENTS HORITZONTALS:\par Els encofrats d'elements rectes o plans de m\'e9s de 6 m de llum lliure, s'han de disposar amb la contrafletxa necess\'e0ria per a que, desencofrat i carregat l'element, aquest conservi una lleugera concavitat a l'intrad\'f3s. Aquesta contrafletxa sol ser de l'ordre d'una mil\'b7l\'e8sima de la llum.\par Els puntals es col\'b7locaran sobre soles. Quan aquestes estiguin sobre el terreny cal asegurar que no assentaran\par Els puntals s\'92han de travar en dues direccions perpendiculars\par Els puntals han de poder transmetre la for\'e7a que rebin i permetre finalment un desapuntalat senzill\par En \'e8poques de pluges fortes s'ha de protegir el fons de l'encofrat amb lones impermeabilitzades o pl\'e0stics.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT i que es trobi en contacte amb el formig\'f3.\par Aquest criteri inclou els apuntalaments previs, aix\'ed com la recollida, neteja i acondicionament dels elements utilitzats.\par La superf\'edcie corresponent a forats interiors s'ha de deduir de la superf\'edcie total d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2 com a m\'e0xim: no es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, l\'92amidament inclou l\'92encofrat necessari per a conformar el per\'edmetre dels forats. En cas de deduir-se el 100% del forat, cal amidar tamb\'e9 l\'92encofrat necessari per a conformar el per\'edmetre dels forats.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real LVAL Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par\pard\par }LVALI {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Taulers encofrats.\par S'han considerat els tipus seg\'fcents:\par - Tauler de fusta\par - Tauler aglomerat de fusta\par CARACTER\'cdSTIQUES GENERALS:\par Les cares han de ser planes, escairades i han de tenir les arestes vives.\par Els extrems han d'estar acabats mitjan\'e7ant tall de serra, a escaire.\par Ha de conservar les seves caracter\'edstiques per al nombre d'usos previstos.\par Toler\'e0ncies:\par - Llarg\'e0ria nominal: + 50 mm, - 25 mm\par - Ampl\'e0ria nominal: \'b1 2 mm\par - Gruix: \'b1 0,3 mm\par - Rectitud d'arestes: \'b1 2 mm/m\par - Angles: \'b1 1\'b0\par TAULERS DE FUSTA:\par Tauler de fusta que prov\'e9 de troncs sans de fibres rectes, uniformes, apretades i paral\'b7leles.\par No ha de tenir signes de putrefacci\'f3, corcs, fongs, nusos morts, estelles, semes ni descoloracions.\par Es poden admetre esquerdes superficials produ\'efdes per la dessecaci\'f3 que no afectin les caracter\'edstiques de la fusta.\par Pes espec\'edfic aparent (UNE 56-531) (P): ): 4 <= P <= 6 kN/m3\par Contingut d'humitat (UNE 56-529): <= 15%\par Higroscopicitat (UNE 56-532): Normal\par Coeficient de contracci\'f3 volum\'e8trica (UNE 56-533) (C): 0,35% <= C <= 0,55%\par Coeficient d'elasticitat:\par - Fusta de pi: Aprox. 15000 N/mm2\par - Fusta d'avet: Aprox. 14000 N/mm2\par Duresa (UNE 56-534): <= 4\par Resist\'e8ncia a la compressi\'f3 (UNE 56-535):\par - En la direcci\'f3 paral\'b7lela a les fibres: >= 30 N/mm2\par - En la direcci\'f3 perpendicular a les fibres: >= 10 N/mm2\par Resist\'e8ncia a la tracci\'f3 (UNE 56-538):\par - En la dirHLVALXecci\'f3 paral\'b7lela a les fibres: >= 30 N/mm2\par - En la direcci\'f3 perpendicular a les fibres: >= 2,5 N/mm2\par Resist\'e8ncia a la flexi\'f3 (UNE 56-537): >= 30 N/mm2\par Resist\'e8ncia a l'esfor\'e7 tallant: >= 5 N/mm2\par Resist\'e8ncia al clivellament (UNE 56-539): >= 1,5 N/mm2\par TAULERS D'AGLOMERAT DE FUSTA:\par Tauler de fibres lignocel\'b7lul\'f2siques aglomerades en sec per mitj\'e0 de resines sint\'e8tiques i premsat en calent.\par Ha d'estar fregat amb paper de vidre per ambdues cares.\par No ha de tenir defectes superficials.\par Pes espec\'edfic: >= 6,5 kN/m3\par M\'f2dul d'elasticitat:\par - M\'ednim: 2100 N/mm2\par - Mitj\'e0: 2500 N/mm2\par Humitat del tauler (UNE 56710): >= 7%, <= 10%\par Inflament en:\par - Gruix: <= 3%\par - Llarg\'e0ria: <= 0,3%\par - Absorci\'f3 d'aigua: <= 6%\par Resist\'e8ncia a la tracci\'f3 perpendicular a les cares: >= 0,6 N/mm2\par Resist\'e8ncia a l'arrencada de cargols:\par - A la cara: >= 1,40 kN\par - Al cantell: >= 1,15 kN\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: De manera que no s'alterin les seves condicions.\par Emmagatzematge: De manera que no es deformin i en llocs secs i ventilats, sense contacte directe amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALI {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge i desmuntatge dels elements met\'e0l\'b7lics, de fusta, de cartr\'f3, o altres materials que formen el motlle on s\'92abocar\'e0 el formig\'f3.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 del pla de recolzament\par - Muntatge i col\'b7locaci\'f3 dels elements de l'encofrat\par - Pintat de les superf\'edcies interiors de l'encofrat amb un producte desencofrant\par - Tapat dels junts entre peces\par - Col\'b7locaci\'f3 dels dispositius de subjecci\'f3 i arriostrament\par - Aplomat i anivellament de l'encofrat\par - Disposici\'f3 d'obertures provisionals a la part inferior de l'encofrat, quan calgui\par - Humectaci\'f3 de l'encofrat, si \'e9s de fusta\par - Desmuntatge i retirada de l'encofrat i de tot el material auxiliar\par La partida inclou totes les operacions de muntatge i desmuntatge de l'encofrat.\par CONDICIONS GENERALS:\par Els elements que formen l'encofrat i les seves unions han de ser suficientment r\'edgids i resistents per a garantir les toler\'e0ncies dimensionals i per a suportar, sense assentaments ni deformacions perjudicials, les accions est\'e0tiques i din\'e0miques que comporta el seu formigonament i compactaci\'f3.\par Es prohibeix l'\'fas d'alumini en motlles que hagin d'estar en contacte amb el formig\'f3.\par L'interior de l'encofrat ha d'estar pintat amb desencofrant abans del muntatge, sense que hi hagi regalims. La DF ha d'autoritzar, en cada cas, la col\'b7locaci\'f3 d'aquests productes.\par El desencofrant no ha d'impedir la ulterior aplicaci\'LVALf3 de revestiment ni la possible execuci\'f3 de junts de formigonament, especialment quan siguin elements que posteriorment s'hagin d'unir per a treballar solid\'e0riament.\par No s'ha d'utilitzar gas-oil, greixos o similars com a desencofrants. S'han d'utilitzar vernissos antiadherents a base de silicones o preparats d'olis solubles en aigua o greixos en dissoluci\'f3.\par Ha de ser suficientment estanc per a impedir una p\'e8rdua apreciable de pasta entre els junts.\par Ha d'estar muntat de manera que permeti un desencofratge f\'e0cil, que s'ha de fer sense xocs ni sotragades.\par Ha de portar marcada l'al\'e7\'e0ria per a formigonar.\par Abans de comen\'e7ar a formigonar, el contractista ha d'obtenir de la DF l'aprovaci\'f3 per escrit de l'encofrat.\par El fons de l'encofrat ha de ser net abans de comen\'e7ar a formigonar.\par El nombre de puntals de suport de l'encofrat i la seva separaci\'f3 dep\'e8n de la c\'e0rrega total de l'element. Han d'anar degudament travats en tots dos sentits.\par S'han d'adoptar les mesures oportunes per a qu\'e8 els encofrats i motlles no impedeixin la lliure retracci\'f3 del formig\'f3.\par Cap element d'obra podr\'e0 ser desencofrat sense l'autoritzaci\'f3 de la DF.\par El desencofrat de costers verticals d'elements de petit cantell, podr\'e0 fer-se als tres dies de formigonada la pe\'e7a, si durant aquest interval no s'han produ\'eft temperatures baixes o d'altres causes que puguin alterar el procediment normal d'enduriment del formig\'f3. Els costers verticals d'elements de gran cantell o els costers horitzontals no s'han de retirar abans dels set dies, amb les mateixes salvetats anteriors.\par La DF podr\'e0 reduir els pla\'e7os anteriors quan ho consideri oport\'fa.\par En obres d'import\'e0ncia i que no es tingui l'experi\'e8ncia de casos similars o quan els perjudicis que es puguin derivar d'una fissuraci\'f3 prematura fossin grans, s'han de fer assaigs d'informaci\'f3 que determinin la resist\'e8ncia real del formig\'f3 per a poder fixar el moment de desencofLVALrat.\par No s'han de reblir els cocons o defectes que es puguin apreciar al formig\'f3 al desencofrar, sense l'autoritzaci\'f3 de la DF.\par Els filferros i ancoratges de l'encofrat que hagin quedat fixats al formig\'f3 s'han de tallar al ras del parament.\par Si s'utilitzen taulers de fusta, els junts entre aquests han de permetre l'entumiment de les mateixes per l'humitat del reg i del formig\'f3, sense que deixin fugir pasta durant el formigonament. Per a evitar-ho es podr\'e0 autoritzar un segellant adequat.\par Toler\'e0ncies generals de muntatge i deformacions de l'encofrat pel formigonament:\par - Moviments locals de l'encofrat: <= 5 mm\par - Moviments del conjunt (L=llum): <= L/1000\par - Planor:\par - Formig\'f3 vist: \'b1 5 mm/m, \'b1 0,5% de la dimensi\'f3\par - Per a revestir: \'b1 15 mm/m\par Toler\'e0ncies particulars de muntatge i deformacions de l'encofrat pel formigonament:\par +-------------------------------------------------------------------+\par \'a6 \'a6Replanteig eixos \'a6Dimensions\'a6Aplomat \'a6Horitzontalitat\'a6\par \'a6 \'a6-----------------\'a6 \'a6 \'a6 \'a6\par \'a6 \'a6Parcial \'a6 Total \'a6 \'a6 \'a6 \'a6\par \'a6-------------\'a6--------\'a6--------\'a6----------\'a6--------\'a6---------------\'a6\par \'a6Rases i pous \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 - 30 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6 \'a6 \'a6 \'a6 + 60 mm \'a6 \'a6 \'a6\par \'a6Murs \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 20 mm \'a6\'b1 20 mm \'a6 \'b1 50 mm \'a6\par \'a6Recal\'e7ats \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 - \'a6\'b1 20 mm \'a6 - \'a6\par \'a6Riostres \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 20 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Basaments \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Enceps \'a6\'b1 20 mm \'a6\'b1LVAL 50 mm \'a6 \'b1 20 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Pilars \'a6\'b1 20 mm \'a6\'b1 40 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Bigues \'a6\'b1 10 mm \'a6\'b1 30 mm \'a6 \'b1 0,5 % \'a6 \'b1 2 mm \'a6 - \'a6\par \'a6Llindes \'a6 - \'a6 - \'a6 \'b1 10 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6C\'e8rcols \'a6 - \'a6 - \'a6 \'b1 10 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6Sostres \'a6\'b1 5mm/m \'a6\'b1 50 mm \'a6 - \'a6 - \'a6 - \'a6\par \'a6Lloses \'a6 - \'a6\'b1 50 mm \'a6 - 40 mm \'a6 \'b1 2 % \'a6 \'b1 30 mm/m \'a6\par \'a6 \'a6 \'a6 \'a6 + 60 mm \'a6 \'a6 \'a6\par \'a6Membranes \'a6 - \'a6\'b1 30 \'a6 - \'a6 - \'a6 - \'a6\par \'a6Estreps \'a6 - \'a6\'b1 50 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par +-------------------------------------------------------------------+\par MOTLLES RECUPERABLES:\par Els motlles s'han de col\'b7locar ben alineats, de manera que no suposin una disminuci\'f3 de la secci\'f3 dels nervis de l'estructura.\par No han de tenir deformacions, cantells trencats ni fissures.\par El desmuntatge dels motlles s'ha de fer tenint cura de no fer malb\'e9 els cantells dels nervis formigonats.\par Els motlles ja usats i que han de servir per a unitats repetides, s'han de netejar i rectificar.\par FORMIG\'d3 PRETENSAT:\par Els encofrats pr\'f2xims a les zones d'ancoratge han de tenir la rigidesa necess\'e0ria per a que els eixos dels tendons es mantinguin normals als ancoratges.\par Els encofrats i motlles han de permetre les deformacions de les peces en ells formigonades i han de resistir la distribuci\'f3 de c\'e0rregues durant el tesat de les armadures i la transmissi\'f3 de l'esfor\'e7 de pretesat al formig\'f3.\par FORMIG\'d3 VIST:\par Les superf\'edcies de l'encofrat en contacte amb les cares que han de quedar LVALvistes, han de ser llises, sense rebaves ni irregularitats.\par S'han de col\'b7locar angulars met\'e0l\'b7lics a les arestes exteriors de l'encofrat o qualsevol altre procediment efica\'e7 per a que les arestes vives del formig\'f3 resultin ben acabades.\par La DF podr\'e0 autoritzar la utilitzaci\'f3 de matavius per a aixamfranar les arestes vives.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Abans de formigonar s'ha d'humitejar l'encofrat, en el cas que sigui de fusta, i s'ha de comprovar la situaci\'f3 relativa de les armadures, el nivell, l'aplomat i la solidesa del conjunt.\par No s'han de transmetre a l'encofrat vibracions de motors.\par La col\'b7locaci\'f3 dels encofrats s'ha de fer de forma que s'eviti malmetre estructures ja constru\'efdes.\par El subministrador dels puntals ha de justificar i garantir les seves caracter\'edstiques i les condicions en que s'han d'utilitzar.\par Si l'element s'ha de pretensar, abans del tesat s'han de retirar els costers dels encofrats i qualsevol element dels mateixos que no sigui portant de l'estructura.\par En el cas que els encofrats hagin variat les seves caracter\'edstiques geom\'e8triques per haver patit desperfectes, deformacions, guerxaments, etc, no s'han de for\'e7ar per a que recuperin la seva forma correcta.\par Quan entre la realitzaci\'f3 de l'encofrat i el formigonament passin m\'e9s de tres mesos, s'ha de fer una revisi\'f3 total de l'encofrat.\par El formigonat s'ha de fer durant el periode de temps en el que el desencofrant sigui actiu.\par Per al control del temps de desencofrat, s'han d'anotar a l'obra les temperatures m\'e0ximes i m\'ednimes di\'e0ries mentre durin els treballs d'encofrat i desencofrat, aix\'ed com la data en qu\'e8 s'ha formigonat cada element.\par El desencofrat de l'element s'ha de fer sense cops ni sotragades.\par ELEMENTS VERTICALS:\par Per a facilitar la neteja del fons de l'encofrat s'han de disposar obertures provisionals a la part inferior de l'encofrat.\par S'han de preveLVALure a les parets laterals dels encofrats finestres de control que permetin la compactaci\'f3 del formig\'f3. Aquestes obertures s'han de disposar amb un espaiament vertical i horitzontal no m\'e9s gran d'un metro, i es tancaran quan el formig\'f3 arribi a la seva al\'e7\'e0ria.\par En \'e8poques de vents forts s'han d'atirantar amb cables o cordes els encofrats dels elements verticals d'esveltesa m\'e9s gran de 10.\par ELEMENTS HORITZONTALS:\par Els encofrats d'elements rectes o plans de m\'e9s de 6 m de llum lliure, s'han de disposar amb la contrafletxa necess\'e0ria per a que, desencofrat i carregat l'element, aquest conservi una lleugera concavitat a l'intrad\'f3s. Aquesta contrafletxa sol ser de l'ordre d'una mil\'b7l\'e8sima de la llum.\par Els puntals es col\'b7locaran sobre soles. Quan aquestes estiguin sobre el terreny cal asegurar que no assentaran\par Els puntals s\'92han de travar en dues direccions perpendiculars\par Els puntals han de poder transmetre la for\'e7a que rebin i permetre finalment un desapuntalat senzill\par En \'e8poques de pluges fortes s'ha de protegir el fons de l'encofrat amb lones impermeabilitzades o pl\'e0stics.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT i que es trobi en contacte amb el formig\'f3.\par Aquest criteri inclou els apuntalaments previs, aix\'ed com la recollida, neteja i acondicionament dels elements utilitzats.\par La superf\'edcie corresponent a forats interiors s'ha de deduir de la superf\'edcie total d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2 com a m\'e0xim: no es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, l\'92amidament inclou l\'92encofrat necessari per a conformar el per\'edmetre dels forats. En cas de deduir-se el 100% del forat, cal amidar tamb\'e9 l\'92encofrat necessari per a conformar el per\'edmetre dels forats.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real LVAL Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Llata de fusta que prov\'e9 de troncs sans de fibres rectes, uniformes, compactes i paral\'b7leles.\par CARACTER\'cdSTIQUES GENERALS:\par Les cares han de ser planes, escairades i han de tenir les arestes vives.\par Els extrems han d'estar acabats mitjan\'e7ant tall de serra, a escaire.\par Ha de conservar les seves caracter\'edstiques per al nombre d'usos previstos.\par No ha de tenir signes de putrefacci\'f3, corcs, fongs, nusos morts, estelles, semes ni descoloracions.\par Es poden admetre esquerdes superficials produ\'efdes per la dessecaci\'f3 que no afectin les caracter\'edstiques de la fusta.\par Pes espec\'edfic aparent (UNE 56-531) (P): ): 4 <= P <= 6 kN/m3\par Contingut d'humitat (UNE 56-529): <= 15%\par Higroscopicitat (UNE 56-532): Normal\par Coeficient de contracci\'f3 volum\'e8trica (UNE 56-533) (C): 0,35% <= C <= 0,55%\par Coeficient d'elasticitat:\par - Fusta de pi: Aprox. 15000 N/mm2\par - Fusta d'avet: Aprox. 14000 N/mm2\par Duresa (UNE 56-534): <= 4\par Resist\'e8ncia a la compressi\'f3 (UNE 56-535):\par - En la direcci\'f3 paral\'b7lela a les fibres: >= 30 N/mm2\par - En la direcci\'f3 perpendicular a les fibres: >= 10 N/mm2\par Resist\'e8ncia a la tracci\'f3 (UNE 56-538):\par - En la direcci\'f3 paral\'b7lela a les fibres: >= 30 N/mm2\par - En la direcci\'f3 perpendicular a les fibres: >= 2,5 N/mm2\par Resist\'e8ncia a la flexi\'f3 (UNE 56-537): >= 30 N/mm2\par Resist\'e8ncia a l'esfor\'e7 tallant: >= 5 N/mm2\par Resist\'e8ncia al clivellament (UNE 56-539): >= 1,5 N/mm2\par Toler\'e0ncies:\par - Llarg\'e0ria nomin"LVAL2al: + 50 mm, - 25 mm\par - Ampl\'e0ria nominal: \'b1 2 mm\par - Gruix:\par +----------------------------------------+\par \'a6 Classe \'a6 Gruix nominal (mm) \'a6\par \'a6 \'a6-----------------------------\'a6\par \'a6 \'a6 < 50 \'a6 50 a 75 \'a6 > 75 \'a6\par \'a6 \'a6-----------------------------\'a6\par \'a6 \'a6 Toler\'e0ncia (mm) \'a6\par \'a6----------------------------------------\'a6\par \'a6 T1 \'a6 \'b13 \'a6 \'b14 \'a6 +6,-3 \'a6\par \'a6 T2 \'a6 \'b12 \'a6 \'b13 \'a6 +5,-2 \'a6\par \'a6 T3 \'a6 \'b11,5 \'a6 \'b11,5 \'a6 \'b11,5 \'a6\par +----------------------------------------+\par - Fletxa: \'b1 5 mm/m\par - Torsi\'f3: \'b1 2\'b0\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: De manera que no s'alterin les seves condicions.\par Emmagatzematge: De manera que no es deformin i en llocs secs i ventilats, sense contacte directe amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge i desmuntatge dels elements met\'e0l\'b7lics, de fusta, de cartr\'f3, o altres materials que formen el motlle on s\'92abocar\'e0 el formig\'f3.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 del pla de recolzament\par - Muntatge i col\'b7locaci\'f3 dels elements de l'encofrat\par - Pintat de les superf\'edcies interiors de l'encofrat amb un producte desencofrant\par - Tapat dels junts entre peces\par - Col\'b7locaci\'f3 dels dispositius de subjecci\'f3 i arriostrament\par - Aplomat i anivellament de l'encofrat\par - Disposici\'f3 d'obertures provisionals a la part inferior de l'encofrat, quan calgui\par - Humectaci\'f3 de l'encofrat, si \'e9s de fusta\par - Desmuntatge i retirada de l'encofrat i de tot el material auxiliar\par La partida inclou totes les operacions de muntatge i desmuntatge de l'encofrat.\par CONDICIONS GENERALS:\par Els elements que formen l'encofrat i les seves unions han de ser suficientment r\'edgids i resistents per a garantir les toler\'e0ncies dimensionals i per a suportar, sense assentaments ni deformacions perjudicials, les accions est\'e0tiques i din\'e0miques que comporta el seu formigonament i compactaci\'f3.\par Es prohibeix l'\'fas d'alumini en motlles que hagin d'estar en contacte amb el formig\'f3.\par L'interior de l'encofrat ha d'estar pintat amb desencofrant abans del muntatge, sense que hi hagi regalims. La DF ha d'autoritzar, en cada cas, la col\'b7locaci\'f3 d'aquests productes.\par El desencofrant no ha d'impedir la ulterior aplicaci\'LVALf3 de revestiment ni la possible execuci\'f3 de junts de formigonament, especialment quan siguin elements que posteriorment s'hagin d'unir per a treballar solid\'e0riament.\par No s'ha d'utilitzar gas-oil, greixos o similars com a desencofrants. S'han d'utilitzar vernissos antiadherents a base de silicones o preparats d'olis solubles en aigua o greixos en dissoluci\'f3.\par Ha de ser suficientment estanc per a impedir una p\'e8rdua apreciable de pasta entre els junts.\par Ha d'estar muntat de manera que permeti un desencofratge f\'e0cil, que s'ha de fer sense xocs ni sotragades.\par Ha de portar marcada l'al\'e7\'e0ria per a formigonar.\par Abans de comen\'e7ar a formigonar, el contractista ha d'obtenir de la DF l'aprovaci\'f3 per escrit de l'encofrat.\par El fons de l'encofrat ha de ser net abans de comen\'e7ar a formigonar.\par El nombre de puntals de suport de l'encofrat i la seva separaci\'f3 dep\'e8n de la c\'e0rrega total de l'element. Han d'anar degudament travats en tots dos sentits.\par S'han d'adoptar les mesures oportunes per a qu\'e8 els encofrats i motlles no impedeixin la lliure retracci\'f3 del formig\'f3.\par Cap element d'obra podr\'e0 ser desencofrat sense l'autoritzaci\'f3 de la DF.\par El desencofrat de costers verticals d'elements de petit cantell, podr\'e0 fer-se als tres dies de formigonada la pe\'e7a, si durant aquest interval no s'han produ\'eft temperatures baixes o d'altres causes que puguin alterar el procediment normal d'enduriment del formig\'f3. Els costers verticals d'elements de gran cantell o els costers horitzontals no s'han de retirar abans dels set dies, amb les mateixes salvetats anteriors.\par La DF podr\'e0 reduir els pla\'e7os anteriors quan ho consideri oport\'fa.\par En obres d'import\'e0ncia i que no es tingui l'experi\'e8ncia de casos similars o quan els perjudicis que es puguin derivar d'una fissuraci\'f3 prematura fossin grans, s'han de fer assaigs d'informaci\'f3 que determinin la resist\'e8ncia real del formig\'f3 per a poder fixar el moment de desencofLVALrat.\par No s'han de reblir els cocons o defectes que es puguin apreciar al formig\'f3 al desencofrar, sense l'autoritzaci\'f3 de la DF.\par Els filferros i ancoratges de l'encofrat que hagin quedat fixats al formig\'f3 s'han de tallar al ras del parament.\par Si s'utilitzen taulers de fusta, els junts entre aquests han de permetre l'entumiment de les mateixes per l'humitat del reg i del formig\'f3, sense que deixin fugir pasta durant el formigonament. Per a evitar-ho es podr\'e0 autoritzar un segellant adequat.\par Toler\'e0ncies generals de muntatge i deformacions de l'encofrat pel formigonament:\par - Moviments locals de l'encofrat: <= 5 mm\par - Moviments del conjunt (L=llum): <= L/1000\par - Planor:\par - Formig\'f3 vist: \'b1 5 mm/m, \'b1 0,5% de la dimensi\'f3\par - Per a revestir: \'b1 15 mm/m\par Toler\'e0ncies particulars de muntatge i deformacions de l'encofrat pel formigonament:\par +-------------------------------------------------------------------+\par \'a6 \'a6Replanteig eixos \'a6Dimensions\'a6Aplomat \'a6Horitzontalitat\'a6\par \'a6 \'a6-----------------\'a6 \'a6 \'a6 \'a6\par \'a6 \'a6Parcial \'a6 Total \'a6 \'a6 \'a6 \'a6\par \'a6-------------\'a6--------\'a6--------\'a6----------\'a6--------\'a6---------------\'a6\par \'a6Rases i pous \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 - 30 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6 \'a6 \'a6 \'a6 + 60 mm \'a6 \'a6 \'a6\par \'a6Murs \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 20 mm \'a6\'b1 20 mm \'a6 \'b1 50 mm \'a6\par \'a6Recal\'e7ats \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 - \'a6\'b1 20 mm \'a6 - \'a6\par \'a6Riostres \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 20 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Basaments \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Enceps \'a6\'b1 20 mm \'a6\'b1LVAL 50 mm \'a6 \'b1 20 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Pilars \'a6\'b1 20 mm \'a6\'b1 40 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Bigues \'a6\'b1 10 mm \'a6\'b1 30 mm \'a6 \'b1 0,5 % \'a6 \'b1 2 mm \'a6 - \'a6\par \'a6Llindes \'a6 - \'a6 - \'a6 \'b1 10 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6C\'e8rcols \'a6 - \'a6 - \'a6 \'b1 10 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6Sostres \'a6\'b1 5mm/m \'a6\'b1 50 mm \'a6 - \'a6 - \'a6 - \'a6\par \'a6Lloses \'a6 - \'a6\'b1 50 mm \'a6 - 40 mm \'a6 \'b1 2 % \'a6 \'b1 30 mm/m \'a6\par \'a6 \'a6 \'a6 \'a6 + 60 mm \'a6 \'a6 \'a6\par \'a6Membranes \'a6 - \'a6\'b1 30 \'a6 - \'a6 - \'a6 - \'a6\par \'a6Estreps \'a6 - \'a6\'b1 50 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par +-------------------------------------------------------------------+\par MOTLLES RECUPERABLES:\par Els motlles s'han de col\'b7locar ben alineats, de manera que no suposin una disminuci\'f3 de la secci\'f3 dels nervis de l'estructura.\par No han de tenir deformacions, cantells trencats ni fissures.\par El desmuntatge dels motlles s'ha de fer tenint cura de no fer malb\'e9 els cantells dels nervis formigonats.\par Els motlles ja usats i que han de servir per a unitats repetides, s'han de netejar i rectificar.\par FORMIG\'d3 PRETENSAT:\par Els encofrats pr\'f2xims a les zones d'ancoratge han de tenir la rigidesa necess\'e0ria per a que els eixos dels tendons es mantinguin normals als ancoratges.\par Els encofrats i motlles han de permetre les deformacions de les peces en ells formigonades i han de resistir la distribuci\'f3 de c\'e0rregues durant el tesat de les armadures i la transmissi\'f3 de l'esfor\'e7 de pretesat al formig\'f3.\par FORMIG\'d3 VIST:\par Les superf\'edcies de l'encofrat en contacte amb les cares que han de quedar LVALvistes, han de ser llises, sense rebaves ni irregularitats.\par S'han de col\'b7locar angulars met\'e0l\'b7lics a les arestes exteriors de l'encofrat o qualsevol altre procediment efica\'e7 per a que les arestes vives del formig\'f3 resultin ben acabades.\par La DF podr\'e0 autoritzar la utilitzaci\'f3 de matavius per a aixamfranar les arestes vives.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Abans de formigonar s'ha d'humitejar l'encofrat, en el cas que sigui de fusta, i s'ha de comprovar la situaci\'f3 relativa de les armadures, el nivell, l'aplomat i la solidesa del conjunt.\par No s'han de transmetre a l'encofrat vibracions de motors.\par La col\'b7locaci\'f3 dels encofrats s'ha de fer de forma que s'eviti malmetre estructures ja constru\'efdes.\par El subministrador dels puntals ha de justificar i garantir les seves caracter\'edstiques i les condicions en que s'han d'utilitzar.\par Si l'element s'ha de pretensar, abans del tesat s'han de retirar els costers dels encofrats i qualsevol element dels mateixos que no sigui portant de l'estructura.\par En el cas que els encofrats hagin variat les seves caracter\'edstiques geom\'e8triques per haver patit desperfectes, deformacions, guerxaments, etc, no s'han de for\'e7ar per a que recuperin la seva forma correcta.\par Quan entre la realitzaci\'f3 de l'encofrat i el formigonament passin m\'e9s de tres mesos, s'ha de fer una revisi\'f3 total de l'encofrat.\par El formigonat s'ha de fer durant el periode de temps en el que el desencofrant sigui actiu.\par Per al control del temps de desencofrat, s'han d'anotar a l'obra les temperatures m\'e0ximes i m\'ednimes di\'e0ries mentre durin els treballs d'encofrat i desencofrat, aix\'ed com la data en qu\'e8 s'ha formigonat cada element.\par El desencofrat de l'element s'ha de fer sense cops ni sotragades.\par ELEMENTS VERTICALS:\par Per a facilitar la neteja del fons de l'encofrat s'han de disposar obertures provisionals a la part inferior de l'encofrat.\par S'han de preveLVALure a les parets laterals dels encofrats finestres de control que permetin la compactaci\'f3 del formig\'f3. Aquestes obertures s'han de disposar amb un espaiament vertical i horitzontal no m\'e9s gran d'un metro, i es tancaran quan el formig\'f3 arribi a la seva al\'e7\'e0ria.\par En \'e8poques de vents forts s'han d'atirantar amb cables o cordes els encofrats dels elements verticals d'esveltesa m\'e9s gran de 10.\par ELEMENTS HORITZONTALS:\par Els encofrats d'elements rectes o plans de m\'e9s de 6 m de llum lliure, s'han de disposar amb la contrafletxa necess\'e0ria per a que, desencofrat i carregat l'element, aquest conservi una lleugera concavitat a l'intrad\'f3s. Aquesta contrafletxa sol ser de l'ordre d'una mil\'b7l\'e8sima de la llum.\par Els puntals es col\'b7locaran sobre soles. Quan aquestes estiguin sobre el terreny cal asegurar que no assentaran\par Els puntals s\'92han de travar en dues direccions perpendiculars\par Els puntals han de poder transmetre la for\'e7a que rebin i permetre finalment un desapuntalat senzill\par En \'e8poques de pluges fortes s'ha de protegir el fons de l'encofrat amb lones impermeabilitzades o pl\'e0stics.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT i que es trobi en contacte amb el formig\'f3.\par Aquest criteri inclou els apuntalaments previs, aix\'ed com la recollida, neteja i acondicionament dels elements utilitzats.\par La superf\'edcie corresponent a forats interiors s'ha de deduir de la superf\'edcie total d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2 com a m\'e0xim: no es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, l\'92amidament inclou l\'92encofrat necessari per a conformar el per\'edmetre dels forats. En cas de deduir-se el 100% del forat, cal amidar tamb\'e9 l\'92encofrat necessari per a conformar el per\'edmetre dels forats.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real LVAL Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par\pard\par }'k;Separaci selectiva en contenidorsSeparacin selectiva en contenedoresN Residus per materials genricsResiduos por materiales genricosF Classificaci europea de residusClasificacin europea de residuosJ jzes L?*@@ in Inde?wAValues in No?ppppppppѓRlSubcapitolCapitolSubobraObraSituaciPressupost "vaL7" zeP;& ~ i T ? * 08 05 04 06 07 00 10 09 06 05 03 03 02 01 05 04 02 01 02 03 01 08 07 06 05 04 00 03 02 01 SS OB GR 01Pressupost :P m1 T  I  0 c  S  Oy7x1_\ j&;i.. c8(\ w@02Sistema estructural9$$  B1(\!~@01Distribuci i regulaci=$$  ( )\@02Cel rasos/$$  I3 QO@04Ventilaci i extracci<$$  H3Q|@03Unitats terminals interiorsA$$  G3zg@02Distribuci1$$  F39@01Producci de fred i calor?$$  E2fffffb@02Connexi de subministrament, escomesaK$$  +)q= ףΒ@01Enguixats i arrebossats=$$  C1y@02Ajudes a paleteria8$$  L4yg@01Xarxa integrada de veu i dadesD$$  zGR@04Fusteria i serralleria exteriorE$$  "(\@02Fusteria i serralleria interiorE$$  !Q.(@01Envans i elements divisrisA$$  Gz@02Faanes-$$  z'@01Cobertes.$$  (\@05Acabats exteriors7$$  QR@01Soleres-$$   @01Moviment de terres8$$  ) |@01Revestiments de paraments verticalsI$$   QR@01Envolvent sota rasant;$$  9Qʅ@03Jardineria0$$   Q@01Fonaments/$$   {GDA02Envolvent sobre rasant<$$  Gz@03Serveis afectats6$$  *\•@01Enderrocs/$$  Q@01Seguretat i salut7$$  * HzN@02Revestiments de paraments horitzontalsL$$  0Q@01Sanejament0$$   h@03Estructura0$$  8> ףp@01Urbanitzaci2$$   (\`@01Elements divisris verticalsB$$  1{Gᐋ@02Aigua+$$  2GzL@03Electricitat2$$  3Y@05Climatitzaci i ventilaci@$$  4Gz4@06Audiovisuals, dades i controlC$$  5Q@09Protecci contra incendi>$$  6= ףp @10Protecci i seguretat;$$  7|GC@01Equipament0$$   )\@02Elements divisris horitzontalsE$$  ( @08Urbanitzaci2$$   GP@02Sistema estructural9$$  fffffס@01Residus d'excavaci9$$  @װ@02Residus d'enderroc8$$  ףp= @03Residus de construcci<$$  Q@00Enderrocs/$$   @01Moviment de terres8$$   #A03Sistema envolvent7$$   Q@04Sistema de compartimentaciA$$   (\w@05Sistema d'acabats interiorsA$$  |GC@07Equipament0$$  Q@01Seguretat i salut7$$  GzdA06Sistema de condicionaments i instal.lacionsQ$$  Q@SSSeguretat i salut7$$  AOBObra*$$  GzTu@GRGesti de residus7$$  wA01VEN.3+$$  +y///^ @ } : R  | - u 7 r2Qh/p  b] b] e=p= W@01Sanejament0$$  d8q@03Sistema de tancaments;$$  b]{Ga@02Mecanismes0$$  a]3333V@01Quadres-$$  `2p= ';@08Enllumenat0$$  _2)\,@06Electricitat per a climatitzaciF$$  ^2(M@04Instal.laci elctrica, conductors i tubsO$$  ]2p= #@03Quadres, mecanismes i accessorisF$$  \Gz4@05Persianes i elements d'enfosquimentI$$  [(\@04Manyeria.$$  Z(\"@03Ram de vidrier4$$  Y(T@02Finestres i balconeres<$$  X(\Bf@01Bastiments de base8$$  W*\(@03Pintats-$$  V=](,@03Electricitat2$$  U=Iz@02Reg exterior2$$  '"Qj@03Manyeria.$$  &"Gz*@02Ram de vidrier4$$  %"zB@01Portes i elements de fusteriaC$$  $! ףp @02Parets i envans5$$  #!q= ףg@01Bastiments de base8$$  @0(\@03Aixetes, sanitaris i accessorisE$$  ?0333331@02Evacuaci de residus:$$  >0F@01Evacuaci d'aiges 9$$  =8R+\@05Sistema de condicionaments i instal.lacionsQ$$  <88@04Sistema d'acabats7$$  ;8.@01Moviment de terres8$$  /*p= @02Paviments/$$  A0i@04Ajudes a paleteria8$$  -)@03Estucats i pintats8$$  D2@01Xarxa de terres5$$  ,)z@02Enrajolats, aplacats i folratsD$$  .*{Gg@01Enguixats i arrebossats=$$  J3Hz@05Control centralitzat:$$  S6r@02Ajudes a paleteria8$$  R6= ףpȢ@01Protecci patrimonial;$$  O5Q@01Extintors contra incendi>$$  N4@o@03Ajudes a paleteria8$$  M4p= @02Porter electrnic7$$ LVAL ,} P2-P7 1 .4 .3 5.4 .648 C#*D#*E#*F# P7-vol 1 .3 .3 2.2 .198 C#*D#*E#*F# P3-P2-vol/P4-P9-vol 2 .4 .3 7.85 1.884 C#*D#*E#*F# P5-P10-P13 1 .4 .3 11.65 1.398 C#*D#*E#*F# P6-P11-P12 1 .3 .3 9.7 .873 C#*D#*E#*F# P7-P8/P8-P9/P9-P10/P10-P11 4 .5 .3 3.4 2.04 C#*D#*E#*F# P1-P2 1 .3 .3 2.95 .2P2-P7 1 .4 .3 5.4 .648 C#*D#*E#*F# P7-vol 1 .3 .3 2.2 .198 C#*D#*E#*F# P3-P2-vol/P4-P9-vol 2 .4 .3 7.85 1.884 C#*D#*E#*F# P5-P10-P13 1 .4 .3 11.65 1.398 C#*D#*E#*F# P6-P11-P12 1 .3 .3 9.7 .873 C#*D#*E#*F# P7-P8/P8-P9/P9-P10/P10-P11 4 .5 .3 3.4 2.04 C#*D#*E#*F# P1-P2 1 .3 .3 2.95 .2655 C#*D#*E#*F# P2-P3/P3-P4/P4-P5/P5-P6 4 .3 .3 3.4 1.224 C#*D#*E#*F# P13-P12 1 .4 .3 3.95 .474 C#*D#*E#*F# vol. costat pati 1 .3 .3 2.4 .216 C#*D#*E#*F# 2 .3 .3 3.4 .612 C#*D#*E#*F# P1-P7 1 .3 .75 6.8 1.53 C#*D#*E#*F# Biga penjada costat pati 1 .15 .75 10.65 1.198125 C#*D#*E#*F# Espera de pilar q=8,94kg/ut. P1/P2/P3/P4/P5/P6/P11/P12/P13 9 8.94 1.05 84.483 C#*D#*E#*F# Armadura per pilar q=33,64kg/ut. P1/P2/P3/P4/P5/P6/P11/P12/P13 9 33.64 1.05 317.898 C#*D#*E#*F# P2/P3/P4/P5/P6/P11/P12/P13 2 8 .25 3.4 13.6 C#*D#*E#*F# 2 8 .35 3.4 19.04 C#*D#*E#*F# P1 2 1 .25 2.95 1.475 C#*D#*E#*F# 2 1 .35 2.95 2.065 C#*D#*E#*F# P2/P3/P4/P5/P6/P11/P12/P13 8 .25 .3 3.4 2.04 C#*D#*E#*F# P1 1 .25 .3 2.95 .22125 C#*D#*E#*F# En sabata P7 1 1.2 .6 .72 C#*D#*E#*F# En solera 1 1.5 .2 .3 C#*D#*E#*F# 1 .6 .2 .12 C#*D#*E#*F# En sabata P7 part superior 1 7 7 C#*D#*E#*F# part inferior 1 7 7 C#*D#*E#*F# En solera ( 1 c. 20 m. ) 1 7 7 C#*D#*E#*F# 1 3 3 C#*D#*E#*F# Per sabates 90x90 q=22,75kg/ut. P1/P2/P3/P4/P5/P6/P11/P13 8 22.75 1.05 191.1 C#*D#*E#*F# Per sabates 90x90 amb arm sup. q=35,75kg/ut. P12 1 35.75 1.05 37.5375 C#*D#*E#*F# Per sabates 100x100 q=24,65kg/ut P8/P9/P10 3 24.65 1.05 77.6475 C#*D#*E#*F# Per sabata 120x60 amb arm.sup. q=29,40kg/ut. P7 1 29.4 1.05 30.87 C#*D#*E#*F# Traves T1 q=18,22kg/m P1-P2 1 6.8 18.22 1.05 130.0908 C#*D#*E#*F# P5-P13 1 11.7 18.22 1.05 223.8327 C#*D#*E#*F# P6-P12 1 9.7 18.22 1.05 185.5707 C#*D#*E#*F# P5-P6 1 18.3 18.22 1.05 350.0973 C#*D#*E#*F# P7-P11 1 15.4 18.22 1.05 294.6174 C#*D#*E#*F# P13-P12 1 4.7 18.22 1.05 89.9157 C#*D#*E#*F# Per sabates de 90x90 P1/P2/P3/P4/P5/P6/P11/P12/P13 9 .9 .9 .6 4.374 C#*D#*E#*F# Per sabates 100x100 P8/P9/P10 3 1 1 .6 1.8 C#*D#*E#*F# Per sabates 120x60 P7 1 1.2 .6 .6 .432 C#*D#*E#*F# Per traves 0 0 C#*D#*E#*F# P1.P2 1 2.1 .4 .6 .504 C#*D#*E#*F# P2.P3/P3.P4/P4.P5/P5.P6 4 2.85 .4 .6 2.736 C#*D#*E#*F# P7.P8 1 2.9 .4 .6 .696 C#*D#*E#*F# P8.P9/P9.P10/P10.P11 3 2.85 .4 .6 2.052 C#*D#*E#*F# P12/P13 1 3.5 .4 .6 .84 C#*D#*E#*F# P1.P7 1 5.3 .4 .6 1.272 C#*D#*E#*F# P5.P10/P6.P11 2 4.75 .4 .6 2.28 C#*D#*E#*F# P10.P13 1 4.7 .4 .6 1.128 C#*D#*E#*F# P11.P12 1 2.7 .4 .6 .648 C#*D#*E#*F# Per sabates de 90x90 P1/P2/P3/P4/P5/P6/P11/P12/P13 9 .9 .9 7.29 C#*D#*E#*F# Per sabates 100x100 P8/P9/P10 3 1 1 3 C#*D#*E#*F# Per sabates 120x60 P7 1 1.2 .6 .72 C#*D#*E#*F# Per traves P1.P2 1 2.1 .4 .84 C#*D#*E#*F# P2.P3/P3.P4/P4.P5/P5.P6 4 2.85 .4 4.56 C#*D#*E#*F# P7.P8 1 2.9 .4 1.16 C#*D#*E#*F# P8.P9/P9.P10/P10.P11 3 2.85 .4 3.42 C#*D#*E#*F# P12/P13 1 3.5 .4 1.4 C#*D#*E#*F# P1.P7 1 5.3 .4 2.12 C#*D#*E#*F# P5.P10/P6.P11 2 4.75 .4 3.8 C#*D#*E#*F# P10.P13 1 4.7 .4 1.88 C#*D#*E#*F# P11.P12 1 2.7 .4 1.08 C#*D#*E#*F# <L> 0 | " n  ʺ` ` R Dǐ6Ƃ((((tff XX¤J<<<L#@33333m@ 003E9E11214@,^HH<61/*;@\(4@ID004ED7FP362@HH<61/*>@C@zG+@ID004ED7FP262@HH<61/*@?@q@011EJ46U0205@HH<61/*@ffffff@\(!@ 010ECZ3U004I@HH<61/*@Q?q= ף?@  009EC1K1502.@HH<61/*@?= ףpC@N_Marc006EJ43U0105@HH<61/*@?q= ףK@ 004EJ2391215@ HH<61/*@?333333/@ tap i007EJ3311515@HH<61/*@?q= ף$@ 008EJ38B7DG5@HH<61/*@?P@ID005EJ42U0105@HH<61/*@?zG!3@ 003EJ24A1215@ HH<61/*@?Gzk@ 002EJ14BA1P5@ HH<61/*@?\(I@ID001EJ13B212)@($HH<61/*?ffffff@\(P@ 002ED111B21-@%$HH<61/*??{G@@ID001ED111B71%@$$HH<61/*>0@(\r@ d'apl001ED15B671(@ $HH<61/*>?Gz<@   002ED511110/@!$HH<61/*Q@33333&@ID006E3CB3000@HH<61/*Qb@Gzf@005E9Z4AA18|@$HH<61/*q= ףk@= ף0@003E93617BU@$HH<61/*(\`@Q c@/m2, c002E7B21E0L@$HH<61/*(\`@(\@001E9232G91i@$HH<61/*d;OwH@= ףpu@016E7D21523@]HH<61/*333333@Ɓ@015E7D69TKG?@$HH<61/*\(,A@@01414LFL78U@ $HH<61/*X9v^c@)\q@ 013E4425025 @ $HH<61/*fffffx@@012E4415115Q@$HH<61/*!rh j@33333r@011E4BC3000@$HH<61/*@(\z@009E4DCU030@$HH<61/*x@fffff@_TNI_I010E4B35000&(`HH<61/*p= c%@p= w@_TNI_I007E4D8D500@$HH<61/*/$5@̂@_TNI_I008E4D31505@$HH<61/*Qe?@\(@_TNI_I006E4D31105@$HH<61/*(\?RT@_TNI_I005E45C18H49@$HH<61/*Zd;)@ ףp=O@_TNI_I004E45318H4j@"HH<61/*jt&y@Hzo@_TNI_I003E4B13000@"HH<61/*ףp= B@(\@_TNI_I002E4D11105@"HH<61/*J +@!n@_TNI_I001E45118H4g@"HH<61/*= ףp=?{Gz5@_TNI_I005K45RE000s@"HH<61/*8@Gz.e@_TNI_I004E45ZU002@"HH<61/*v-@fffffx@_TNI_I003E31B3000@"HH<61/*Pn2@}@_TNI_I002E31522G1@"HH<61/*QE?@= ףp9u@_TNI_I001E3Z112Q1m@"HH<61/*LVAL5 Q ʋ ʂii**<âuuuLf}Pati central 1 10.2 10.2 CReposici vorera devant tanca laReposici vorera devant tanca lateral 1 .8 2 1.6 C#*D#*E#*F# Previsi 1 1 1 C#*D#*E#*F# Pati central 1 10.2 10.2 C#*D#*E#*F# Pati costat ponent 1 7.2 7.2 C#*D#*E#*F# Entrada 1 3.55 3.55 C#*D#*E#*F# Connexi a la xarxa existent 1 1 1 C#*D#*E#*F# Perico A 1 1 1 C#*D#*E#*F# Part reformada cancel.la 1 2.4 1.65 3.96 C#*D#*E#*F# Part ampliaci En llosa 6 cm. 1 7.5 7.5 C#*D#*E#*F# Servei adaptat 1 1 1 C#*D#*E#*F# Lavabo adaptat 1 4.6 4.6 C#*D#*E#*F# Inodor 1 1.5 1.5 C#*D#*E#*F# Quarto mquina clima 1 1 1 C#*D#*E#*F# Baixants 3 5.5 16.5 C#*D#*E#*F# Mallat solera 1 5.9 17.8 105.02 C#*D#*E#*F# 1 2.05 11.1 22.755 C#*D#*E#*F# 1 4.9 4.15 20.335 C#*D#*E#*F# Solera 1 5.9 17.8 105.02 C#*D#*E#*F# 1 2.05 11.1 22.755 C#*D#*E#*F# 1 4.9 4.15 20.335 C#*D#*E#*F# increment perimetre per ms gruix 1 6.9 1.2 8.28 C#*D#*E#*F# 1 18.95 1.2 22.74 C#*D#*E#*F# 1 9.7 1.2 11.64 C#*D#*E#*F# 1 4.35 1.2 5.22 C#*D#*E#*F# 1 3.55 1.2 4.26 C#*D#*E#*F# 1 10.7 1.2 12.84 C#*D#*E#*F# 1 2 1.2 2.4 C#*D#*E#*F# 1 .65 1.2 .78 C#*D#*E#*F# 1.000 5.500 16.900 92.950 C#*D#*E#*F# 1.000 1.650 11.000 18.150 C#*D#*E#*F# 1.000 4.600 3.800 17.480 C#*D#*E#*F# 1 5.5 16.9 92.95 C#*D#*E#*F# 1 1.65 11 18.15 C#*D#*E#*F# 1 4.6 3.8 17.48 C#*D#*E#*F# Pilars metl.lics P7/P8/P9/p10 4 3.4 .5 6.8 C#*D#*E#*F# P1-P2-P7 .5 2.5 4.8 6 C#*D#*E#*F# P2-P3-P8-P7/P3-P4-P9-P8/P4-P5-P10-P9 P5-P6-P11-P10 4 3.4 5.3 0 0 C#*D#*E#*F# P7-P8-vol 1 2.9 1.45 4.205 C#*D#*E#*F# P8-P9-vol / P9-)10-vol 2 3.4 1.45 9.86 C#*D#*E#*F# P10-p11-p12-p13 1 3.4 4.2 14.28 C#*D#*E#*F# Creuetes pilars 2UPN100 q=21,20kg/m P7/P8/P9/P10 4 .93 21.2 78.864 C#*D#*E#*F# Capal pilars 140.140.8 q=32,94kg/m P7/P8/P9/P10 4 .2 32.94 26.352 C#*D#*E#*F# Placa 140.140.5 q= 0,77kg/u P7/P8/P9/P10 4 .77 3.08 C#*D#*E#*F# Placa 175.175.12 q= 2,88kg/u 0 0 C#*D#*E#*F# P7/P8/P9/P10 4 2.88 11.52 C#*D#*E#*F# Placa 250.250.15 q=7,36kg/u P7/P8/P9/P10 4 7.36 29.44 C#*D#*E#*F# Rodons d'ancoratge plaques l=40cm. D.12 4 4 .4 .89 5.696 C#*D#*E#*F# Pilar 155.8 q=29,00kg/m P7/P8/P9/P10 4 3.4 29 394.4 C#*D#*E#*F# Arm. ancoratges entre llosa i biga q=15,41kg/m. 1 6.5 15.41 1.05 105.17325 C#*D#*E#*F# Arm. llosa q=15,11kg/m 1 6.5 15.11 1.05 103.12575 C#*D#*E#*F# Laterals del forjat P1-P2-P3-P4-P5-P6 1 .3 18.4 5.52 C#*D#*E#*F# P6-P11-P12 1 .3 9.6 2.88 C#*D#*E#*F# P12-P13 1 .3 3.75 1.125 C#*D#*E#*F# P13-vol 1 .3 3.9 1.17 C#*D#*E#*F# llosa costat ponent 1.000 0.900 6.700 6.030 C#*D#*E#*F# 1.000 0.150 6.700 1.005 C#*D#*E#*F# 1.000 0.150 1.100 0.165 C#*D#*E#*F# P1-P7 1 .45 6.7 0 0 C#*D#*E#*F# 1 .6 6.7 0 0 C#*D#*E#*F# 1 .3 .45 .135 C#*D#*E#*F# 1 .3 .4 .12 C#*D#*E#*F# empit penjat 1 .15 10.65 1.5975 C#*D#*E#*F# 1 1.05 10.65 11.1825 C#*D#*E#*F# 1 .75 10.65 7.9875 C#*D#*E#*F# P2-P7 1 .4 5.4 2.16 C#*D#*E#*F# P7-vol 1 .3 2.2 .66 C#*D#*E#*F# P3-P8-vol/P4-P9-vol 2 .4 7.85 6.28 C#*D#*E#*F# P5-P10-P13 1 .4 11.65 4.66 C#*D#*E#*F# P6-P11-P12 1 .3 9.7 2.91 C#*D#*E#*F# P7-P8/P8-P9/P9-P10/P10-P11 4 .5 3.4 6.8 C#*D#*E#*F# P1-P2 1 .3 2.95 .885 C#*D#*E#*F# P2-P3/P3-P4/P4-P5/P5-P6 4 .3 3.4 4.08 C#*D#*E#*F# P13-p12 1 .4 3.95 1.58 C#*D#*E#*F# vol costat pati 1 .15 2.4 .36 C#*D#*E#*F# 2 .15 3.4 1.02 C#*D#*E#*F# Llosa costat ponent 1 .15 .9 6.7 .9045 C#*D#*E#*F# LVAL& tracci\'f3, barra de major di\'e0metre de les del nus) (Re = L\'edmit el\'e0stic garantit dels nusos)\par - N\'b0 m\'e0xim de nusos sense soldar o desenganxats: 2% del total\par - N\'b0 m\'e0xim de nusos sense soldar o desenganxats a una barra: 20% del total\par Ampl\'e0ria del panell: 2,15 m\par Llarg\'e0ria del panell: 6 m\par Prolongaci\'f3 de les barres longitudinals m\'e9s enll\'e0 de l'\'faltima barra transversal: 1/2 ret\'edcula\par Prolongaci\'f3 de les barres transversals m\'e9s enll\'e0 de l'\'faltima barra longitudinal: 25 mm\par Caracter\'edstiques mec\'e0niques:\par +-----------------------------------------------------------------------+\par \'a6 Designaci\'f3 \'a6 Assaig doblat- \'a6 Assaig de tracci\'f3 \'a6\par \'a6 filferros \'a6 desdoblat \'a6-----------------------------------------\'a6\par \'a6 \'a6 \'df=90\'b0 \'a6 L\'edmit \'a6 C\'e0rrega \'a6 Allargament \'a6Relaci\'f3 \'a6\par \'a6 \'a6 \'df=20\'b0 \'a6 el\'e0stic\'a6unit\'e0ria \'a6 de ruptura \'a6 fs/fy \'a6\par \'a6 \'a6 d(di\'e0metre \'a6 fy \'a6 fs \'a6 (sobre base \'a6 \'a6\par \'a6 \'a6 mandril) \'a6 (N/mm2)\'a6 (N/mm2) \'a6 de 5 D) \'a6 \'a6\par \'a6------------\'a6----------------\'a6--------\'a6---------\'a6-------------\'a6--------\'a6\par \'a6 B 500 T \'a6 8d \'a6 500 \'a6 550 \'a6 8 \'a6 1,03 \'a6\par +-----------------------------------------------------------------------+\par Pres\'e8ncia de fissures despr\'e9s dels assaigs de doblegat simple a 180\'b0 i de doblegat-desdoblegat a 90\'b0 (UNE 36-068): Nul\'b7la\par Tensi\'f3 mitjana d'adher\'e8ncia (EHE):\par - Barres de di\'e0metre < 8 mm: >= 6,88 N/mm2\par - Barres de di\'e0metre entre 8 i 32 mm: >= 7,84 i - 0,12 D N/mm2\par Tensi\'f3 de trencament per adher\'e8ncia (EHE):\par - Barres de di\'e0metre < 8 mm: >= 11,22 N/mm2\par - Barres de di\'e0metre entre 8 i 32 mm: >= 12,74 i - 0,19 D N/mm2LVAL'\par Toler\'e0ncies:\par - Secci\'f3 barra:\par - Per a D <= 25 mm: >= 95% secci\'f3 nominal\par Les caracter\'edstiques geom\'e8triques del corrugat de les barres han de complir les especificacions de la norma UNE 36-068 i UNE 36-065.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Cada panell ha de portar una etiqueta amb la marca del fabricant i la designaci\'f3 de la malla.\par Subministrament: El fabricant ha de facilitar per a cada partida d'acer:\par En el cas de productes certificats:\par - El distintiu o certificat CCRR d'acord amb l'art. 1 de la norma EHE\par - El certificat d\'92adher\'e8ncia per a les barres i filferros corrugats (armadures passives)\par - El certificat de garantia del fabricant que indiqui els valors m\'ednims de les caracter\'edstiques definides als arts. 31.2, 31.3 i 31.4 de la norma EHE\par El fabricant ha de facilitar, si se li demana, c\'f2pia dels resultats dels assaigs de control de producci\'f3 corresponents a la partida servida.\par En el cas de productes no certificats (sense distintiu o certificat CCRR):\par - Resultat de l'assaig de les caracter\'edstiques mec\'e0niques\par - Resultat de l'assaig de les caracter\'edstiques geom\'e8triques\par - Resultat de l'assaig de composici\'f3 qu\'edmica (armadures passives)\par - Certificat espec\'edfic d'adher\'e8ncia (armadures passives)\par Emmagatzematge: en llocs en els que restin protegits de la pluja, l'humitat del terra i l'eventual agresivitat de l'ambient.\par Es classificaran segons el tipus, qualitat, di\'e0metre i proced\'e8ncia.\par Abans de la seva utilitzaci\'f3 i en especial despres de periodes llargs d'emmagatzematge en obra, s'ha d'inspeccionar la superf\'edcie per tal de comprovar que no hi hagi alteracions superficials.\par P\'e8rdua de pes despr\'e8s de l'eliminaci\'f3 d'\'f2xid superficial amb raspall de filferros: < 1%\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.-h LVALx NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par UNE 36092:1996 Mallas de acero para armaduras de hormig\'f3n armado.\par UNE 36092:1996 Mallas de acero para armaduras de hormig\'f3n armado.\par\pard\par }LVAL`)Prtic L1 arm. sup. 2 1.58 1.65 1.05 5.4747 C#*D#*E#*F# 2 1.58 1.7 1.05 5.6406 C#*D#*E#*F# 2 1.58 1.7 1.05 5.6406 C#*D#*E#*F# 2 1.58 1.75 1.05 5.8065 C#*D#*E#*F# 2 .89 1.2 1.05 2.2428 C#*D#*E#*F# 3 .62 3.5 1.05 6.8355 C#*D#*E#*F# 3 .62 4.05 1.05 7.90965 C#*D#*E#*F# 3 .62 4.05 1.05 7.90965 C#*D#*E#*F# 3 .62 4.05 1.05 7.90965 C#*D#*E#*F# 3 .62 4.3 1.05 8.3979 C#*D#*E#*F# 4 .89 1.5 1.05 5.607 C#*D#*E#*F# arm. inf. 3 .89 3.5 1.05 9.81225 C#*D#*E#*F# 3 .89 4.1 1.05 11.49435 C#*D#*E#*F# 3 .89 4.1 1.05 11.49435 C#*D#*E#*F# 3 .89 4.1 1.05 11.49435 C#*D#*E#*F# 3 .89 4.3 1.05 12.05505 C#*D#*E#*F# 4 .62 1.45 1.05 3.7758 C#*D#*E#*F# 2 .62 2.6 1.05 3.3852 C#*D#*E#*F# 2 .62 2.45 1.05 3.1899 C#*D#*E#*F# 2 .62 2.35 1.05 3.0597 C#*D#*E#*F# 2 .62 2.3 1.05 2.9946 C#*D#*E#*F# 2 .62 3.4 1.05 4.4268 C#*D#*E#*F# estreps 12 .22 .78 1.05 2.16216 C#*D#*E#*F# 24 .22 .28 1.05 1.55232 C#*D#*E#*F# 114 .22 1.08 1.05 28.44072 C#*D#*E#*F# Prtic L2 arm. sup. 3 2.47 1.75 1.05 13.615875 C#*D#*E#*F# 3 2.47 1.7 1.05 13.22685 C#*D#*E#*F# 3 2.47 2 1.05 15.561 C#*D#*E#*F# 4 .89 4.2 1.05 15.6996 C#*D#*E#*F# 4 .89 3.9 1.05 14.5782 C#*D#*E#*F# 4 .89 3.9 1.05 14.5782 C#*D#*E#*F# 4 .89 4.2 1.05 15.6996 C#*D#*E#*F# arm. inf. 4 1.58 4.3 1.05 28.5348 C#*D#*E#*F# 4 1.58 4.1 1.05 27.2076 C#*D#*E#*F# 4 1.58 4.1 1.05 27.2076 C#*D#*E#*F# 4 1.58 4.35 1.05 28.8666 C#*D#*E#*F# 3 1.58 2.3 1.05 11.4471 C#*D#*E#*F# 3 1.58 2.3 1.05 11.4471 C#*D#*E#*F# 3 1.58 2.3 1.05 11.4471 C#*D#*E#*F# 3 1.58 2.3 1.05 11.4471 C#*D#*E#*F# estreps 114 .22 1.48 1.05 38.97432 C#*D#*E#*F# 114 .22 .89 1.05 23.43726 C#*D#*E#*F# Prtic L3 arm. sup. 2 .89 1.5 1.05 2.8035 C#*D#*E#*F# 2 .89 5.4 1.05 10.0926 C#*D#*E#*F# 3 .62 3.8 1.05 7.4214 C#*D#*E#*F# 3 .62 3.65 1.05 7.12845 C#*D#*E#*F# 3 .62 4.35 1.05 8.49555 C#*D#*E#*F# arm. inf. LVAL* 3 .89 3.8 1.05 10.6533 C#*D#*E#*F# 3 .89 3.65 1.05 10.232775 C#*D#*E#*F# 3 .89 4.35 1.05 12.195225 C#*D#*E#*F# estreps 78 .22 1.08 1.05 19.45944 C#*D#*E#*F# Prtic L4 arm. sup. 2 .62 1.35 1.05 1.7577 C#*D#*E#*F# 2 .62 1.3 1.05 1.6926 C#*D#*E#*F# 3 .89 5.06 1.05 14.18571 C#*D#*E#*F# arm. inf. 3 .89 5.06 1.05 14.18571 C#*D#*E#*F# 2 .62 3.8 1.05 4.9476 C#*D#*E#*F# estreps 28 .22 1.28 1.05 8.27904 C#*D#*E#*F# 28 .22 .42 1.05 2.71656 C#*D#*E#*F# Prtic T1 arm. sup. 2 .89 1.85 1.05 3.45765 C#*D#*E#*F# 2 2.47 4.2 1.05 21.7854 C#*D#*E#*F# 3 .89 9.3 1.05 26.07255 C#*D#*E#*F# arm. inf. 2 .62 6.79 1.05 8.84058 C#*D#*E#*F# 2 .62 6.79 1.05 8.84058 C#*D#*E#*F# 3 .89 2.65 1.05 7.429275 C#*D#*E#*F# 3 1.58 7.09 1.05 35.28693 C#*D#*E#*F# 2 .89 6.59 1.05 12.31671 C#*D#*E#*F# estreps 32 .62 2.06 1.05 42.91392 C#*D#*E#*F# 15 .22 1.08 1.05 3.7422 C#*D#*E#*F# Prtic T2 arm. sup. 2 .62 1.6 1.05 2.0832 C#*D#*E#*F# 2 .62 1.9 1.05 2.4738 C#*D#*E#*F# 3 .89 6.66 1.05 18.67131 C#*D#*E#*F# arm. inf. 3 1.58 6.66 1.05 33.14682 C#*D#*E#*F# estreps 37 .22 1.28 1.05 10.94016 C#*D#*E#*F# 37 .22 .42 1.05 3.58974 C#*D#*E#*F# Prtic T3 arm. sup. 2 .62 1.6 1.05 2.0832 C#*D#*E#*F# 2 1.58 4.2 1.05 13.9356 C#*D#*E#*F# 3 .89 8.26 1.05 23.15691 C#*D#*E#*F# arm. inf. 3 1.548 6.2 1.05 30.23244 C#*D#*E#*F# 3 1.58 2.4 1.05 11.9448 C#*D#*E#*F# estreps 50 .22 1.28 1.05 14.784 C#*D#*E#*F# 50 .22 .42 1.05 4.851 C#*D#*E#*F# Prtic T4 arm. sup. 2 .62 1.6 1.05 2.0832 C#*D#*E#*F# 2 1.58 4.2 1.05 13.9356 C#*D#*E#*F# 3 .89 8.26 1.05 23.15691 C#*D#*E#*F# arm. inf. 3 1.548 6.2 1.05 30.23244 C#*D#*E#*F# 3 1.58 2.4 1.05 11.9448 C#*D#*E#*F# estreps 50 .22 1.28 1.05 14.784 C#*D#*E#*F# 50 .22 .42 1.05 4.851 C#*D#*E#*F# Prtic T5 arm. sup. 2 .62 1.6 1.05 2.0832 C#*D#*E#*F# 2 1.58 2.6 1.05 8.6268 C#*D#*E#*F# 2 .62 " LVAL2 1.6 1.05 2.0832 C#*D#*E#*F# 3 .89 6.1 1.05 17.10135 C#*D#*E#*F# 3 .89 6.1 1.05 17.10135 C#*D#*E#*F# arm. inf. 3 1.58 6.2 1.05 30.8574 C#*D#*E#*F# 3 1.58 6.2 1.05 30.8574 C#*D#*E#*F# 2 1.58 4.7 1.05 15.5946 C#*D#*E#*F# estreps 74 .22 1.28 1.05 21.88032 C#*D#*E#*F# 74 .22 .42 1.05 7.17948 C#*D#*E#*F# Prtic T6 arm. sup. 2 .62 1.6 1.05 2.0832 C#*D#*E#*F# 2 1.58 2.65 1.05 8.7927 C#*D#*E#*F# 2 .62 1.25 1.05 1.6275 C#*D#*E#*F# 3 .89 6.2 1.05 17.3817 C#*D#*E#*F# 3 .89 4.2 1.05 11.7747 C#*D#*E#*F# arm. inf. 3 .89 6.2 1.05 17.3817 C#*D#*E#*F# 3 .89 4.2 1.05 11.7747 C#*D#*E#*F# 2 .62 4.7 1.05 6.1194 C#*D#*E#*F# 2 .62 2.4 1.05 3.1248 C#*D#*E#*F# estreps 59 .22 1.08 1.05 14.71932 C#*D#*E#*F# Biga-dintell penjat costat pati q=18,94kg/m 1 10.4 18.94 1.05 206.8248 C#*D#*E#*F# LVAL4Rm,{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 d'elements estructurals amb perfils normalitzats d'acer, utilitzats directament o formant peces compostes.\par S'han considerat els elements seg\'fcents:\par - Pilars\par - Elements d'ancoratge\par - Bigues\par - Biguetes\par - Llindes\par - Traves\par - Encavallades\par - Corretges\par - Elements auxiliars (elements d'encastament, de recolzament i rigiditzadors)\par S'han considerat els tipus de perfils seg\'fcents:\par - Perfils d'acer laminat en calent, de les s\'e8ries IPN, IPE, HEA, HEB, HEM o UPN, d'acer S275JR, S275J0, S275J2, S355JR, S355J0 o S355J2, segons UNE-EN 10025-2\par - Perfils d'acer laminat en calent de les s\'e8ries L, LD, T, rod\'f3, quadrat, rectangular o planxa, d'acer S275JR, S275J0, S275J2, S355JR, S355J0 o S355J2, segons UNE-EN 10025-2\par - Perfils foradats d'acer laminat en calent de les s\'e8ries rod\'f3, quadrat o rectangular d'acer S275J0H o S355J2H, segons UNE-EN 10210-1\par - Perfils foradats conformats en fred de les s\'e8ries rod\'f3, quadrat o rectangular d'acer S275J0H o S355J2H, segons UNE-EN 10219-1\par - Perfils conformats en fred, de les s\'e8ries L, LD, U, C, Z, o Omega, d'acer S235JRC, segons UNE-EN 10025-2\par S'han considerat els acabats superficials seg\'fcents:\par - Pintat amb una capa d'emprimaci\'f3 antioxidant\par - Galvanitzat\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Col\'b7locaci\'f3 amb soldadura\par - Col\'b7locaci\'f3 amb cargols\par - Col\'b7locaci\'f3 sobre obres de f\'e0brica o de formig\'f3, recolzats o encastats\par L'execuci\'f3 de la unLVAL-itat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Replanteig i marcat dels eixos\par - Col\'b7locaci\'f3 i fixaci\'f3 provisional de la pe\'e7a\par - Aplomat i nivellaci\'f3 definitius\par - Execuci\'f3 de les unions, en el seu cas\par - Comprovaci\'f3 final de l'aplomat i dels nivells\par CONDICIONS GENERALS:\par Els materials utilitzats han de tenir la qualitat establerta a la DT. No s\'92han de fer modificacions sense autoritzaci\'f3 de la DF encara que suposin un increment de les caracter\'edstiques mec\'e0niques.\par La pe\'e7a ha d'estar col\'b7locada a la posici\'f3 indicada a la DT, amb les modificacions aprovades per la DF.\par La pe\'e7a ha d'estar correctament aplomada i nivellada.\par Quan la pe\'e7a sigui composta, la disposici\'f3 dels diferents elements de la pe\'e7a, les seves dimensions, tipus d'acer i perfils s'han de correspondre amb les indicacions de la DT.\par Cada component de l\'92estructura ha de dur una marca d\'92identificaci\'f3 que ha de ser visible despr\'e8s del muntatge. Aquesta marca no ha d\'92estar feta amb entalladura cisellada.\par La marca d\'92identificaci\'f3 ha d\'92indicar l\'92orientaci\'f3 de muntatge del component estructural quan aquesta no es dedueixi clarament de la seva forma.\par Els elements de fixaci\'f3, i les xapes, plaques petites i accessoris de muntatge han d\'92anar embalats i identificats adequadament.\par L'element ha d'estar pintat amb una capa de protecci\'f3 de pintura antioxidant, excepte si est\'e0 galvanitzat.\par Els cantells de les peces no han de tenir \'f2xid adherit, rebaves, estries o irregularitats que dificultin el contacte amb l'element que s'han d'unir.\par Si el perfil est\'e0 galvanitzat, la col\'b7locaci\'f3 de l'element no ha de produir desperfectes en el recobriment del zenc.\par L'element no s'ha d'adre\'e7ar un cop col\'b7locat definitivament.\par No es permet reblir amb soldadura els forats que han estat practicats a l'estructura per a disposar cargols provisionals de muntatLVAL.ge.\par Toler\'e0ncies d'execuci\'f3:\par - En obres d\'92edificaci\'f3: L\'edmits establerts als apartats 11.1 i 11.2 del DB-SE A\par - En obres d\'92enginyeria civil: L\'edmits establerts a l\'92article 640.12 del PG3\par PILARS:\par Si la base del pilar ha de quedar embeguda dins de formig\'f3 no \'e9s necessari que es pinti, es suficient que estigui neta de pols, oli, greixos i pellofa de laminaci\'f3.\par L\'92espai entre la placa de recolzament del pilar i els fonaments s\'92ha de reblir amb beurada de ciment, beurades especials o formig\'f3 fi.\par Abans del rebliment, l\'92espai situat sota la placa de recolzament d\'92acer, ha d\'92estar net de l\'edquids, gel, residus i de qualsevol material contaminant.\par La quantitat de beurada utilitzada ha de ser suficient per a que aquest espai quedi completament reblert.\par Segons el gruix a reblir les beurades han de ser dels seg\'fcents tipus:\par - Gruixos nominals inferiors a 25 mm: barreja de ciment p\'f2rtland i aigua\par - Gruixos nominals entre 25 i 50 mm: morter flu\'eft de ciment p\'f2rtland de dosificaci\'f3 no inferior a 1:1\par - Gruixos nominals superiors a 50 mm: morter sec de ciment p\'f2rtland de dosificaci\'f3 no inferior a 1:2 o formig\'f3 fi\par Les beurades especials han de ser de baixa retracci\'f3 i s\'92han d\'92utilitzar seguint les instruccions del seu fabricant.\par COL\'b7LOCACI\'d3 AMB CARGOLS:\par S\'92utilitzaran cargols normalitzats amb caracter\'edstiques mec\'e0niques d\'92acord amb la UNE-EN ISO 898-1.\par Els cargols aixamfranats, cargols calibrats, perns articulats i els cargols hexagonals d\'92injecci\'f3 s\'92han d\'92utilitzar seguint les instruccions del seu fabricant i han de complir els requisits addicionals que els siguin d\'92aplicaci\'f3.\par La situaci\'f3 dels cargols a la uni\'f3 ha de ser tal que redueixi la possibilitat de corrosi\'f3 i pandeig local de les xapes, i ha de facilitar el muntatge i les inspeccions.\par El di\'e0metre nominal m\'ednim dels cargols ha de ser de 12 mm.\par La rosca pot LVAL/estar inclosa en el pla de tall, excepte en el cas que els cargols s\'92utilitzin com a calibrats.\par Despr\'e9s del collat l\'92espiga del cargol ha de sobresortir de la rosca de la femella. Entre la superf\'edcie de recolzament de la femella i la part no roscada de l\'92espiga ha d\'92haver, com a m\'ednim:\par - En cargols pretesats: 4 filets complerts m\'e9s la sortida de la rosca\par - En cargols sense pretesar: 1 filet complert m\'e9s la sortida de la rosca\par Les superf\'edcies dels caps de cargols i femelles han d'estar perfectament planes i netes.\par En els cargols col.locats en posici\'f3 vertical, la femella ha d\'92estar situada per sota del cap del cargol.\par En els forats rodons normals i amb cargols sense pretesar no \'e9s necessari utilitzar volanderes. Si s\'92utilitzen han d\'92anar sota el cap dels cargols, han de ser aixamfranades i el xamfr\'e0 ha d\'92estar situat en direcci\'f3 al cap del cargol.\par En els cargols pretesats, les volanderes han de ser planes endurides i han d\'92anar col.locades de la forma seg\'fcent:\par - Cargols 10.9: sota el cap del cargol i de la femella\par - Cargols 8.8: sota de l\'92element que gira\par Toler\'e0ncies d'execuci\'f3:\par - Franqu\'edcia m\'e0xima entre superf\'edcies adjacents:\par - Si s\'92utilitzen cargols no pretesats: 2 mm\par - Si s\'92utilitzen cargols pretesats: 1 mm\par - Di\'e0metre dels forats:\par - En obres d\'92edificaci\'f3: L\'edmits establerts a l\'92apartat 11.1 del DB-SE A\par - En obres d\'92enginyeria civil: L\'edmits establerts als apartats 640.5.1.3 i 640.5.1.4 del PG3\par - Posici\'f3 dels forats:\par - En obres d\'92edificaci\'f3: L\'edmits establerts a l\'92apartat 11.1 del DB-SE A\par - En obres d\'92enginyeria civil: L\'edmits establerts al apartat 640.5.1.1 del PG3\par COL\'b7LOCACI\'d3 AMB SOLDADURA:\par El material d\'92aportaci\'f3 utilitzat ha de ser apropiat als materials a soldar i al procediment de soldadura.\par Les caracter\'edstiques mec\'e0niques del materiaLVAL0l d\'92aportaci\'f3 han de ser superiors a les del material base.\par En acers de resist\'e8ncia millorada a la corrosi\'f3 atmosf\'e8rica, la resist\'e8ncia a la corrosi\'f3 del material d\'92aportaci\'f3 ha de ser equivalent a la del material base.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par El constructor ha d'elaborar els pl\'e0nols de taller i un programa de muntatge que han de ser aprovats per la DF abans d'iniciar els treballs en obra.\par Qualsevol modificaci\'f3 durant els treballs ha d'aprovar-la la DF i reflectir-se posteriorment en els pl\'e0nols de taller.\par Els components estructurals s\'92han de manipular evitant que es produeixin deformacions permanents i procurant que els desperfectes superficials siguin m\'ednims. Han d\'92anar protegits en els punts de subjecci\'f3.\par Tot subconjunt estructural que durant les operacions de c\'e0rrega, transport, emmagatzematge i muntatge experimenti desperfectes, s\'92ha de reparar fins que sigui conforme.\par Si durant el transport el material ha sofert desperfectes que no poden ser corregits o es preveu que despr\'e9s d'arreglar-los afectar\'e0 al seu treball estructural, la pe\'e7a ha de ser substitu\'efda.\par Els components de l\'92estructura s\'92han d\'92emmagatzemar apilats sobre el terreny sense estar en contacte amb el terra i de forma que no es produeixi acumulaci\'f3 d\'92aigua.\par El muntatge de l\'92estructura s\'92ha de fer d\'92acord amb el programa de muntatge i garantint la seguretat estructural en tot moment.\par Durant les operacions de muntatge, l\'92estructura ha de resistir, en condicions de seguretat, les c\'e0rregues provisionals de muntatge i els efectes de les c\'e0rregues de vent.\par Les traves i encastaments o subjeccions provisionals s\'92han de mantenir en la seva posici\'f3 fins que l\'92avan\'e7 del muntatge permeti que puguin ser retirats de forma segura.\par Les unions per a peces provisionals necess\'e0ries per al muntatge s\'92han de fer de forma que no debilitin l\'9LVAL12estructura ni disminueixin la seva capacitat de servei.\par La secci\'f3 de l'element no ha de quedar disminu\'efda pels sistemes de muntatge utilitzats.\par Els dispositius d\'92ancoratge provisionals s\'92han d\'92assegurar per a evitar que s\'92afluixin de forma involunt\'e0ria.\par Durant el proc\'e9s de muntatge, el constructor ha de garantir que ninguna part de l\'92estructura estigui deformada o sobrecarregada permanentment per l\'92apilament de materials estructurals o per c\'e0rregues provisionals de muntatge.\par Un cop muntada una part de l\'92estructura, s\'92ha d\'92alinear al m\'e9s aviat possible i immediatament despr\'e9s completar el cargolament.\par No s\'92han de fer unions permanents fins que una part suficient de l\'92estructura no estigui ben alineada, anivellada, aplomada i unida provisionalment de manera que no es produeixin despla\'e7aments durant el muntatge o l\'92alineaci\'f3 posterior de la resta de l\'92estructura.\par La preparaci\'f3 de les unions que s'hagin de realitzar a obra es far\'e0 a taller.\par Els desperfectes que les operacions de magatzematge i manipulaci\'f3 ocasionin en l\'92acabat superficial de l\'92estructura s\'92han de reparar amb procediments adequats.\par Per a la reparaci\'f3 de superf\'edcies galvanitzades s\'92han d\'92utilitzar productes de pintura adequats aplicats sobre \'e0rees que agafin, com a m\'ednim, 10 mm de galvanitzaci\'f3 intacta.\par Les parts que hagin de quedar de dif\'edcil acc\'e9s despr\'e9s del seu muntatge han de rebre el tractament de protecci\'f3 despr\'e9s de la inspecci\'f3 i acceptaci\'f3 de la DF i abans del muntatge.\par Les estructures amb planxes i peces primes conformades en fred s\'92executaran considerant els requisits addicionals de la UNE-ENV 1090-2.\par Les estructures amb acers d\'92alt l\'edmit el\'e0stic s\'92executaran considerant els requisits addicionals de la UNE-ENV 1090-3.\par Les estructures amb gelosia de secci\'f3 foradada s\'92executaran tenint en compte els requisits addicionals de la UNE-ENV 109LVAL20-4.\par COL\'b7LOCACI\'d3 AMB CARGOLS:\par Els forats per als cargols s\'92han de fer amb perforadora mec\'e0nica. S\'92admet un altre procediment sempre que proporcioni un acabat equivalent.\par Es permet l\'92execuci\'f3 de forats amb punxonatge sempre que es compleixin els requisits establerts a l\'92apartat 10.2.3 del DB-SE A en obres d\'92edificaci\'f3 o els establerts a l\'92apartat 640.5.1.1 del PG3 en obres d\'92enginyeria civil.\par \'c9s recomanable que, sempre que sigui possible, es perforin d'un sol cop els forats que travessin dues o m\'e9s peces.\par Els forats allargats s\'92han de fer amb una operaci\'f3 de punxonatge, o amb la perforaci\'f3 o punxonatge de dos forats i posterior oxitall.\par Despr\'e9s de perforar les peces i abans d\'92unir-les s\'92han d\'92eliminar les rebaves.\par Els cargols i les femelles no s\'92han de soldar.\par S'han de col\'b7locar el nombre suficient de cargols de muntatge per assegurar la immobilitat de les peces armades i el contacte \'edntim de les peces d'uni\'f3.\par Les femelles s\'92han de muntar de manera que la seva marca de designaci\'f3 sigui visible despr\'e9s del muntatge.\par En els cargols sense pretesar, cada conjunt de cargol, femella i volandera(es) s\'92ha de collar fins arribar al \'93collat a tocar\'94 sense sobretesar els cargols. En grups de cargols aquest proc\'e9s s\'92ha de fer progressivament comen\'e7ant pels cargols situats al centre. Si \'e9s necessari s\'92han de fer cicles addicionals de collat .\par Abans de comen\'e7ar el pretesat, els cargols pretesats d\'92un grup s\'92han de collar d\'92acord amb el que s\'92ha indicat per als cargols sense pretesar. Per a que el pretesat sigui uniforme s\'92han de fer cicles addicionals de collat.\par S\'92han de retirar els conjunts de cargol pretesat, femella i volandera(es) que despr\'e9s de collats fins al pretesat m\'ednim, s\'92afluixin.\par El collat dels cargols pretesats s\'92ha de fer seguint un dels procediments seg\'fcents:\par - M\'e8tode de control del parell torsor\par LVAL3- M\'e8tode del gir de femella\par - M\'e8tode de l\'92indicador directe de tensi\'f3\par Les superf\'edcies que han de transmetre esfor\'e7os per fricci\'f3 s\'92han de netejar d\'92olis amb netejadors qu\'edmics. Despr\'e9s de la preparaci\'f3 i fins l\'92armat i cargolat s\'92han de protegir amb cobertes impermeables.\par La zona sense revestir situada al voltant del per\'edmetre de la uni\'f3 amb cargols no s\'92ha de tractar fins que no s\'92hagi inspeccionat la uni\'f3.\par COL\'b7LOCACI\'d3 AMB SOLDADURA:\par Els procediments autoritzats per a realitzar unions soldades s\'f3n:\par - Met\'e0l.lic per arc amb el\'e8ctrode recobert (per arc manual)\par - Per arc amb fil tubular, sense protecci\'f3 gasosa\par - Per arc submergit amb fil/filferro\par - Per arc submergit amb rod\'f3/el\'e8ctrode nu\par - Per arc amb gas inert\par - Per arc amb gas actiu\par - Per arc amb fil tubular, amb protecci\'f3 de gas actiu\par - Per arc amb fil tubular, amb protecci\'f3 de gas inert\par - Per arc amb el\'e8ctrode de wolfram i gas inert\par - Per arc d\'92esp\'e0rrecs\par Les soldadures s\'92han de fer protegides dels efectes directes del vent, de la pluja i de la neu.\par A l\'92obra i a disposici\'f3 del personal encarregat de soldar hi ha d\'92haver un pla de soldatge, que ha d\'92incloure, com a m\'ednim, els detalls de les unions, les dimensions i els tipus de soldadura, l\'92ordre a seguir, les especificacions del proc\'e9s i les mesures per a evitar l\'92esquin\'e7ament laminar.\par Les soldadures s\'92han de fer per soldadors certificats per un organisme acreditat i qualificats segons la UNE-EN 287-1.\par La coordinaci\'f3 de les tasques de soldadura s\'92ha de fer per soldadors qualificats i amb experi\'e8ncia amb el tipus d\'92operaci\'f3 que supervisen.\par Abans de comen\'e7ar a soldar s\'92ha de verificar que les superf\'edcies i vores a soldar s\'f3n adequades al proc\'e9s de soldadura i que estan lliures de fissures.\par Totes les superf\'edcies a soldar s\'92han de netejar de qualsevol material LVAL4que pugui afectar negativament la qualitat de la soldadura o perjudicar el proc\'e9s de soldatge. S\'92han de mantenir seques i lliures de condensacions.\par Els components a soldar han d\'92estar correctament col.locats i fixos en la seva posici\'f3 mitjan\'e7ant dispositius adequats o soldadures de punteig, de manera que les unions a soldar siguin accessibles i visibles per al soldador. No s\'92han d\'92introduir soldadures addicionals.\par El muntatge de l\'92estructura s\'92ha de fer de manera que les dimensions finals dels components estructurals estiguin dintre de les toler\'e0ncies establertes.\par Els dispositius provisionals utilitzats per al muntatge de l\'92estructura, s\'92han de retirar sense fer malb\'e9 les peces.\par Les soldadures provisionals s\'92han d\'92executar seguint les especificacions generals. S\'92han d\'92eliminar totes les soldadures de punteig que no s\'92incorporin a les soldadures finals.\par Quan el tipus de material de l\'92acer i/o la velocitat de refredament puguin produir un enduriment de la zona t\'e8rmicament afectada s\'92ha de considerar la utilitzaci\'f3 del precalentament. Aquest s\'92ha d\'92estendre 75 mm en cada component del metall base.\par No s\'92ha d\'92accelerar el refredament de les soldadures amb mitjans artificials.\par Els cordons de soldadura successius no han de produir osques.\par Despr\'e9s de fer un cord\'f3 de soldadura i abans de fer el seg\'fcent, cal netejar l'esc\'f2ria per mitj\'e0 d'una picola i d'un raspall.\par L\'92execuci\'f3 dels diferents tipus de soldadures s\'92ha de fer d\'92acord amb els requisits establerts a l\'92apartat 10.3.4 del DB-SE A per a obres d\'92edificaci\'f3 o d\'92acord amb l\'92article 640.5.2 del PG3 per a obres d\'92enginyeria civil.\par No s\'92han d\'92utilitzar materials de protecci\'f3 que perjudiquin la qualitat de la soldadura a menys de 150 mm de la zona a soldar.\par Les soldadures i el metall base adjacent no s\'92han de pintar sense haver eliminat pr\'e8viament l\'92esc\'f2ria.\par\par 3.- UNITATLVAL I CRITERIS D'AMIDAMENT\par\par BIGUES, BIGUETES, CORRETGES, ENCAVALLADES, LLINDES, PILARS, TRAVES, ELEMENTS D\'92ANCORATGE, ELEMENTS AUXILIARS:\par kg de pes calculat segons les especificacions de la DT, d'acord amb els criteris seg\'fcents:\par - El pes unitari per al seu c\'e0lcul ha de ser el te\'f2ric\par - Per a poder utilitzar un altre valor diferent del te\'f2ric, cal l'acceptaci\'f3 expressa de la DF.\par Aquest criteri inclou les p\'e8rdues de material corresponents a retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par OBRES D\'92EDIFICACI\'d3:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Acero DB-SE-A\par *UNE-ENV 1090-1:1997 Ejecuci\'f3n de estructuras de acero. Parte 1: Reglas generales y reglas para edificaci\'f3n.\par OBRES D\'92ENGINYERIA CIVIL:\par Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par\pard\par }uH  % T R0?= ףp5@= ףp5@= ףp5@= ףp5@[@umnOrderColumnHnDescriptio__A012D000Oficial 1a pintorOficial 1a pintorhA012D000EMVEN.2VEN.3  0?Hz3@Hz3@Hz3@Hz3@[@umnOrderColumnHnDescriptio__A013D000Ajudant pintorAjudant pintorhA013D000EMVEN.2VEN.3 0?333333#@333333#@333333#@333333#@@Z@umnOrderColumnHnDescriptio__B89ZT000Pintura intumescentPintura intumescentkgB89ZT000ETVEN.2VEN.3 0?R!@R!@R!@R!@@Z@umnOrderColumnHnDescriptio__B8ZAG000Imprimaci p/pint.intum.&@kgB8ZAG000ETVEN.2VEN.3 0?(\@(\@(\@(\@Z@__B4LF0404Bigueta form.pretesat h=17-18cm,tens>131kNf@mB4LF0404ETVEN.2VEN.3 0?RQ@RQ@RQ@RQ@Z@__B4LZ570LRevolt ind.mort.ciment,int=70cm,h=20cm[@mB4LZ570LETVEN.2VEN.3 0?ffffff?ffffff?ffffff?ffffff?Z@__B0B341C4Malla el.b/corrug.ME 30x15cm,D:6-6mm,B500T,6x2,2ml@m2B0B341C4ETVEN.2VEN.3 0?\(\?BB?p= ף?@ŊL?Z@ @__D0B341C6Malla el.b/corr.obra manip.taller,ME 30x15cm,D:6-6mm,B500T,6x2,2m@m2D0B341C6ECVEN.2VEN.3*  "0????? t@ats en calent sL, LD, T, ro__B44Z502AAcer S275JR,pea simp.,perf.lam.L,LD,T,rod,quad.,rectang.,treb.taller p/col.sold.+antiox.@kgB44Z502AETVEN.2VEN.3C99/////++++++! 0?RQ?RQ?RQ?RQ?[@__B44Z501AAcer S275JR,pea simp.,perf.lam.IP,HE,UP,treb.taller p/col.sold.+antiox.@kgB44Z501AETVEN.2VEN.31''  0?@@@@[@__C200P000Equip+elem.aux.p/soldadura elctrica6@hC200P000EQVEN.2VEN.3  0?3@3@3@3@[@__A0135000Ajudant soldadorAjudant soldadorhA0135000EMVEN.2VEN.3  LVALsRm7{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Perfils d'acer per a usos estructurals, formats per pe\'e7a simple o composta i tallats a mida o treballats a taller.\par S'han considerat els tipus seg\'fcents:\par - Perfils d'acer laminat en calent, de les s\'e8ries IPN, IPE, HEA, HEB, HEM o UPN, d'acer S275JR, S275J0, S275J2, S355JR, S355J0 o S355J2, segons UNE-EN 10025-2\par - Perfils d'acer laminat en calent de les s\'e8ries L, LD, T, rod\'f3, quadrat, rectangular o planxa, d'acer S275JR, S275J0, S275J2, S355JR, S355J0 o S355J2, segons UNE-EN 10025-2\par - Perfils foradats d'acer laminat en calent de les s\'e8ries rod\'f3, quadrat o rectangular d'acer S275J0H o S355J2H, segons UNE-EN 10210-1\par - Perfils foradats conformats en fred de les s\'e8ries rod\'f3, quadrat o rectangular d'acer S275J0H o S355J2H, segons UNE-EN 10219-1\par - Perfils conformats en fred, de les s\'e8ries L, LD, U, C, Z, o Omega, d'acer S235JRC, segons UNE-EN 10025-2\par - Perfils d\'92acer laminat en calent, en planxa, d\'92acer amb resist\'e8ncia millorada a la corrosi\'f3 atmosf\'e8rica S355J0WP o S355J2WP, segons PNE-EN 10025-5\par S'han considerat els tipus d'uni\'f3 seg\'fcents:\par - Amb soldadura\par - Amb cargols\par S\'92han considerat els acabats de protecci\'f3 seg\'fcents (no aplicable als perfils d\'92acer amb resist\'e8ncia millorada a la corrosi\'f3 atmosf\'e8rica):\par - Una capa d'emprimaci\'f3 antioxidant\par - Galvanitzat\par CARACTER\'cdSTIQUES GENERALS:\par No ha de tenir defectes interns o externs que perjudiquin la seva correcta utilitzaci\'f3.\par PERFILS D\'92ACER LAMINAT EN CALENT:\par El fabricLVAL8ant ha de garantir que la composici\'f3 qu\'edmica i les caracter\'edstiques mec\'e0niques i tecnol\'f2giques de l\'92acer utilitzat en la fabricaci\'f3 de perfils, seccions i planxes, compleix les determinacions de les normes de condicions t\'e8cniques de subministrament seg\'fcents:\par - Perfils d\'92acer laminat en calent: UNE-EN 10025-1 i UNE-EN 10025-2\par - Perfils d\'92acer laminat en calent amb resist\'e8ncia millorada a la corrosi\'f3 atmosf\'e8rica: UNE-EN 10025-1 i PNE-EN 10025-5\par Cada producte ha d\'92anar marcat de forma clara i indeleble amb la seg\'fcent informaci\'f3:\par - El tipus, la qualitat i, si \'e9s aplicable, la condici\'f3 de subministrament mitjan\'e7ant la seva designaci\'f3 abreujada\par - Un n\'famero que identifiqui la colada (aplicable \'fanicament en el cas d\'92inspecci\'f3 per colades) i, si \'e9s aplicable, la mostra\par - El nom del fabricant o la seva marca comercial\par - La marca de l\'92organisme de control extern (quan sigui aplicable)\par - Han de portar el marcat CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par La marca ha d\'92estar situada en una posici\'f3 propera a un dels extrems de cada producte o en la secci\'f3 transversal de tall.\par Quan els productes es subministren en paquets el marcatge s\'92ha de fer amb una etiqueta adherida al paquet o sobre el primer producte del mateix.\par Les dimensions i les toler\'e0ncies dimensionals i de forma han de ser les indicades a les seg\'fcents normes:\par - Perfil IPN: UNE-EN 10024\par - Perfil IPE, HEA, HEB i HEM: UNE-EN 10034\par - Perfil UPN: UNE-EN 10279\par - Perfil L i LD: UNE-EN 10056-1 i UNE-EN 10056-2\par - Perfil T: UNE-EN 10055\par - Rod\'f3: UNE-EN 10060\par - Quadrat: UNE-EN10059\par - Rectangular: UNE-EN 10058\par - Planxa: EN 10029 o UNE-EN 10051\par PERFILS FORADATS:\par El fabricant ha de garantir que la composici\'f3 qu\'edmica i les caracter\'edstiques mec\'e0niques i tecnol\'f2giques de l\'92acer utilitzat LVAL9en la fabricaci\'f3 de perfils compleix les determinacions de les normes de condicions t\'e8cniques de subministrament seg\'fcents:\par - Perfils foradats d\'92acer laminat en calent: UNE-EN 10210-1\par - Perfils foradats conformats en fred: UNE-EN 10219-1\par Cada perfil foradat ha d\'92anar marcat de forma clara i indeleble amb la seg\'fcent informaci\'f3:\par - La designaci\'f3 abreujada\par - El nom o les sigles (marca de f\'e0brica) del fabricant\par - En el cas d\'92inspecci\'f3 i assaigs espec\'edfics, un n\'famero d\'92identificaci\'f3, per exemple el n\'famero de comanda, que permeti relacionar el producte o la unitat de subministrament i el document corresponent (\'fanicament aplicable als perfils foradats conformats en fred)\par Quan els productes es subministren en paquets el marcatge es pot fer amb una etiqueta adherida al paquet.\par Les toler\'e0ncies dimensionals han de complir les especificacions de les seg\'fcents normes:\par - Perfils foradats d\'92acer laminat en calent: UNE-EN 10210-2\par - Perfils foradats conformats en fred: UNE-EN 10219-2\par PERFILS CONFORMATS EN FRED:\par El fabricant ha de garantir que la composici\'f3 qu\'edmica i les caracter\'edstiques mec\'e0niques i tecnol\'f2giques de l\'92acer utilitzat en la fabricaci\'f3 de perfils i seccions, compleix les determinacions de les normes de condicions t\'e8cniques de subministrament del producte de partida.\par Han d\'92anar marcats individualment o sobre el paquet amb una marca clara i indeleble que contingui la seg\'fcent informaci\'f3:\par - Dimensions del perfil o n\'famero del pl\'e0nol de diseny\par - Tipus i qualitat de l\'92acer\par - Refer\'e8ncia que indiqui que els perfils s\'92han fabricat i assajat segons UNE-EN 10162; si es requereix, el marcatge CE\par - Nom o logotipus del fabricant\par - Codi de producci\'f3\par - Identificaci\'f3 del laboratori d\'92assaigs extern (quan sigui aplicable)\par - Codi de barres, segons ENV 606, quan la informaci\'f3 m\'ednima anterior es faciliti amb un text clar\par LVAL:Les toler\'e0ncies dimensionals i de la secci\'f3 transversal han de complir les especificacions de la norma UNE-EN 10162.\par PERFILS TREBALLATS A TALLER AMB SOLDADURA:\par El material d\'92aportaci\'f3 utilitzat ha de ser apropiat als materials a soldar i al procediment de soldadura.\par Les caracter\'edstiques mec\'e0niques del material d\'92aportaci\'f3 han de ser superiors a les del material base.\par En acers de resist\'e8ncia millorada a la corrosi\'f3 atmosf\'e8rica, la resist\'e8ncia a la corrosi\'f3 del material d\'92aportaci\'f3 ha de ser equivalent a la del material base.\par Els procediments autoritzats per a realitzar unions soldades s\'f3n:\par - Met\'e0l.lic per arc amb el\'e8ctrode recobert (per arc manual)\par - Per arc amb fil tubular, sense protecci\'f3 gasosa\par - Per arc submergit amb fil/filferro\par - Per arc submergit amb rod\'f3/el\'e8ctrode nu\par - Per arc amb gas inert\par - Per arc amb gas actiu\par - Per arc amb fil tubular, amb protecci\'f3 de gas actiu\par - Per arc amb fil tubular, amb protecci\'f3 de gas inert\par - Per arc amb el\'e8ctrode de wolfram i gas inert\par - Per arc d\'92esp\'e0rrecs\par Les soldadures s\'92han de fer per soldadors certificats per un organisme acreditat i qualificats segons la UNE-EN 287-1.\par Abans de comen\'e7ar a soldar s\'92ha de verificar que les superf\'edcies i vores a soldar s\'f3n adequades al proc\'e9s de soldadura i que estan lliures de fissures.\par Totes les superf\'edcies a soldar s\'92han de netejar de qualsevol material que pugui afectar negativament la qualitat de la soldadura o perjudicar el proc\'e9s de soldatge. S\'92han de mantenir seques i lliures de condensacions.\par S\'92ha d\'92evitar la projecci\'f3 d\'92espurnes err\'e0tiques de l\'92arc. Si es produeix s\'92ha de sanejar la superf\'edcie d\'92acer.\par S\'92ha d\'92evitar la projecci\'f3 de soldadura. Si es produeix s\'92ha d\'92eliminar.\par Els components a soldar han d\'92estar correctament col.locats i fixos en la seva posici\'f3 mitjan\'e7ant dispositiusLVAL; adequats o soldadures de punteig, de manera que les unions a soldar siguin accessibles i visibles per al soldador. No s\'92han d\'92introduir soldadures addicionals.\par L\'92armat dels components estructurals s\'92ha de fer de manera que les dimensions finals estiguin dintre de les toler\'e0ncies establertes.\par Les soldadures provisionals s\'92han d\'92executar seguint les especificacions generals. S\'92han d\'92eliminar totes les soldadures de punteig que no s\'92incorporin a les soldadures finals.\par Quan el tipus de material de l\'92acer i/o la velocitat de refredament puguin produir un enduriment de la zona t\'e8rmicament afectada s\'92ha de considerar la utilitzaci\'f3 del precalentament. Aquest s\'92ha d\'92estendre 75 mm en cada component del metall base.\par No s\'92ha d\'92accelerar el refredament de les soldadures amb mitjans artificials.\par Els cordons de soldadura successius no han de produir osques.\par Els defectes de soldadura no s\'92han de tapar amb soldadures posteriors. S\'92han d\'92eliminar de cada passada abans de fer la seg\'fcent.\par Despr\'e9s de fer un cord\'f3 de soldadura i abans de fer el seg\'fcent, cal netejar l'esc\'f2ria per mitj\'e0 d'una picola i d'un raspall.\par L\'92execuci\'f3 dels diferents tipus de soldadures s\'92ha de fer d\'92acord amb els requisits establerts a l\'92apartat 10.3.4 del DB-SE A per a obres d\'92edificaci\'f3 o d\'92acord amb l\'92article 640.5.2 del PG3 per a obres d\'92enginyeria civil.\par S'ha de reduir al m\'ednim el nombre de soldadures a efectuar a l'obra.\par Les operacions de tall s\'92han de fer amb serra, cisalla i oxitall autom\'e0tic. S\'92admet l\'92oxitall manual \'fanicament quan el procediment autom\'e0tic no es pugui practicar.\par S\'92accepten els talls fets amb oxitall si no presenten irregularitats significatives i si s\'92eliminin les restes d\'92esc\'f2ria.\par Es poden utilitzar procediments de conformat en calent o en fred sempre que les caracter\'edstiques del material no queden per sota dels valors especificaLVAL<ts.\par Per al conformat en calent s\'92han de seguir les recomanacions del productor sider\'fargic. El doblat o conformat no s\'92ha de fer durant l\'92interval de calor blau (250\'baC a 380\'baC).\par El conformat en fred s\'92ha de fer respectant les limitacions indicades en la norma del producte. No s\'92admeten les martellades.\par Els angles entrants i entalles han de tenir un acabat arrodonit amb un radi m\'ednim de 5 mm.\par Toler\'e0ncies de fabricaci\'f3:\par - En obres d\'92edificaci\'f3: L\'edmits establerts a l\'92apartat 11.1 de DB-SE A\par - En obres d\'92enginyeria civil: L\'edmits establerts a l\'92article 640.12 del PG3\par PERFILS TREBALLATS A TALLER AMB CARGOLS:\par S\'92utilitzaran cargols normalitzats amb caracter\'edstiques mec\'e0niques d\'92acord amb la UNE-EN ISO 898-1.\par Els cargols aixamfranats, cargols calibrats, perns articulats i els cargols hexagonals d\'92injecci\'f3 s\'92han d\'92utilitzar seguint les instruccions del seu fabricant i han de complir els requisits addicionals que els siguin d\'92aplicaci\'f3.\par La situaci\'f3 dels cargols a la uni\'f3 ha de ser tal que redueixi la possibilitat de corrosi\'f3 i pandeig local de les xapes, i ha de facilitar el muntatge i les inspeccions.\par El di\'e0metre nominal m\'ednim dels cargols ha de ser de 12 mm.\par La rosca pot estar inclosa en el pla de tall, excepte en el cas que els cargols s\'92utilitzin com a calibrats.\par Despr\'e9s del collat l\'92espiga del cargol ha de sobresortir de la rosca de la femella. Entre la superf\'edcie de recolzament de la femella i la part no roscada de l\'92espiga ha d\'92haver, com a m\'ednim:\par - En cargols pretesats: 4 filets complerts m\'e9s la sortida de la rosca\par - En cargols sense pretesar: 1 filet complert m\'e9s la sortida de la rosca\par Les superf\'edcies dels caps de cargols i femelles han d'estar perfectament planes i netes.\par En els cargols col.locats en posici\'f3 vertical, la femella ha d\'92estar situada per sota del cap del cargol.\par En els forats rodons LVAL=normals i amb cargols sense pretesar no \'e9s necessari utilitzar volanderes. Si s\'92utilitzen han d\'92anar sota el cap dels cargols, han de ser aixamfranades i el xamfr\'e0 ha d\'92estar situat en direcci\'f3 al cap del cargol.\par En els cargols pretesats, les volanderes han de ser planes endurides i han d\'92anar col.locades de la forma seg\'fcent:\par - Cargols 10.9: sota el cap del cargol i de la femella\par - Cargols 8.8: sota de l\'92element que gira\par Els forats per als cargols s\'92han de fer amb perforadora mec\'e0nica. S\'92admet un altre procediment sempre que proporcioni un acabat equivalent.\par Es permet l\'92execuci\'f3 de forats amb punxonatge sempre que es compleixin els requisits establerts a l\'92apartat 10.2.3 del DB-SE A en obres d\'92edificaci\'f3 o els establerts a l\'92apartat 640.5.1.1 del PG3 en obres d\'92enginyeria civil.\par \'c9s recomanable que, sempre que sigui possible, es perforin d'un sol cop els forats que travessin dues o m\'e9s peces.\par Els forats allargats s\'92han de fer amb una operaci\'f3 de punxonatge, o amb la perforaci\'f3 o punxonatge de dos forats i posterior oxitall.\par Despr\'e9s de perforar les peces i abans d\'92unir-les s\'92han d\'92eliminar les rebaves.\par Els cargols i les femelles no s\'92han de soldar.\par S'han de col\'b7locar el nombre suficient de cargols de muntatge per assegurar la immobilitat de les peces armades i el contacte \'edntim de les peces d'uni\'f3.\par Les femelles s\'92han de muntar de manera que la seva marca de designaci\'f3 sigui visible despr\'e9s del muntatge.\par En els cargols sense pretesar, cada conjunt de cargol, femella i volandera(es) s\'92ha de collar fins arribar al \'93collat a tocar\'94 sense sobretesar els cargols. En grups de cargols aquest proc\'e9s s\'92ha de fer progressivament comen\'e7ant pels cargols situats al centre. Si \'e9s necessari s\'92han de fer cicles addicionals de collat .\par Abans de comen\'e7ar el pretesat, els cargols pretesats d\'92un grup s\'92han de collar d\'92acord amb el queLVAL> s\'92ha indicat per als cargols sense pretesar. Per a que el pretesat sigui uniforme s\'92han de fer cicles addicionals de collat.\par S\'92han de retirar els conjunts de cargol pretesat, femella i volandera(es) que despr\'e9s de collats fins al pretesat m\'ednim, s\'92afluixin.\par El collat dels cargols pretesats s\'92ha de fer seguint un dels procediments seg\'fcents:\par - M\'e8tode de control del parell torsor\par - M\'e8tode del gir de femella\par - M\'e8tode de l\'92indicador directe de tensi\'f3\par Les operacions de tall s\'92han de fer amb serra, cisalla i oxitall autom\'e0tic. S\'92admet l\'92oxitall manual \'fanicament quan el procediment autom\'e0tic no es pugui practicar.\par S\'92accepten els talls fets amb oxitall si no presenten irregularitats significatives i si s\'92eliminin les restes d\'92esc\'f2ria.\par Es poden utilitzar procediments de conformat en calent o en fred sempre que les caracter\'edstiques del material no queden per sota dels valors especificats.\par Per al conformat en calent s\'92han de seguir les recomanacions del productor sider\'fargic. El doblat o conformat no s\'92ha de fer durant l\'92interval de calor blau (250\'baC a 380\'baC).\par El conformat en fred s\'92ha de fer respectant les limitacions indicades en la norma del producte. No s\'92admeten les martellades.\par Els angles entrants i entalles han de tenir un acabat arrodonit amb un radi m\'ednim de 5 mm.\par Toler\'e0ncies de fabricaci\'f3:\par - En obres d\'92edificaci\'f3: L\'edmits establerts a l\'92apartat 11.1 de DB-SE A\par - En obres d\'92enginyeria civil: L\'edmits establerts als apartat 640.5 i 640.12 del PG3\par PERFILS PROTEGITS AMB EMPRIMACI\'d3 ANTIOXIDANT:\par La capa d'emprimaci\'f3 antioxidant ha de cobrir de manera uniforme totes les superf\'edcies de la pe\'e7a.\par No ha de tenir fissures, bosses ni altres desperfectes.\par Abans d\'92aplicar la capa d\'92emprimaci\'f3 les superf\'edcies a pintar han d\'92estar preparades adequadament d\'92acord amb les normes UNE-EN ISO 8504-1, UNE-LVAL?EN ISO 8504-2 i UNE-EN ISO 8504-3.\par Pr\'e8viament al pintat s\'92ha de comprovar que les superf\'edcies compleixen els requisits donats pel fabricant per al producte a aplicar.\par La pintura d\'92emprimaci\'f3 s\'92ha d\'92utilitzar seguint les instruccions del seu fabricant. No s\'92utilitzar\'e0 si ha superat el temps de vida \'fatil o el temps d\'92enduriment despr\'e9s de l\'92obertura del recipient.\par Si s\'92aplica m\'e9s d\'92una capa s\'92ha d\'92utilitzar per a cadascuna un color diferent.\par Despr\'e9s de l\'92aplicaci\'f3 de la pintura les superf\'edcies s\'92han de protegir de l\'92acumulaci\'f3 d\'92aigua durant un cert temps.\par No s\'92han d\'92utilitzar materials de protecci\'f3 que perjudiquin la qualitat de la soldadura a menys de 150 mm de la zona a soldar.\par Les soldadures i el metall base adjacent no s\'92han de pintar sense haver eliminat pr\'e8viament l\'92esc\'f2ria.\par La zona sense revestir situada al voltant del per\'edmetre de la uni\'f3 amb cargols no s\'92ha de tractar fins que no s\'92hagi inspeccionat la uni\'f3.\par PERFILS GALVANITZATS:\par El recobriment de zinc ha de ser homogeni i continu a tota la superf\'edcie.\par No ha de tenir esquerdes, exfoliacions ni despreniments del recobriment.\par La galvanitzaci\'f3 s\'92ha de fer d\'92acord amb les normes UNE-EN ISO 1460 o UNE-EN ISO 1461, segons correspongui.\par S\'92han de segellar totes les soldadures abans de fer un decapat previ a la galvanitzaci\'f3.\par Si el component prefabricat t\'e9 espais tancats s\'92han de disposar forats de ventilaci\'f3 o purga.\par Abans de pintar-les, les superf\'edcies galvanitzades s\'92han de netejar i tractar amb pintura anticorrosiva amb diluent \'e0cid o amb raig escombrador.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: de manera que no pateixin deformacions, ni esfor\'e7os no previstos.\par Emmagatzematge: Seguint les instruccions del fabricant. En llocs secs, sense contacte directe amb el terra i protegits de la intemp\'e8rieLVAL@, de manera que no s'alterin les seves condicions.\par No s\'92han d\'92utilitzar si s\'92ha superat la vida \'fatil en magatzem especificada pel fabricant.\par PERFILS D\'92ACER LAMINAT EN CALENT:\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par - Sistema 2+: Declaraci\'f3 CE de conformitat del fabricant i Certificat del control de producci\'f3 en f\'e0brica em\'e8s per l\'92organisme d\'92inspecci\'f3\par El s\'edmbol normalitzat CE (d\'92acord amb la directiva 93/68/CEE) s'ha de col.locar sobre el producte acompanyat per:\par - El n\'famero d\'92identificaci\'f3 de l\'92organisme de certificaci\'f3\par - El nom o marca comercial i adre\'e7a declarada del fabricant\par - Les dues ultimes xifres de l\'92any d\'92impressi\'f3 del marcat\par - El n\'famero del certificat de conformitat CE o del certificat de producci\'f3 en f\'e0brica (si \'e9s procedent)\par - Refer\'e8ncia a la norma EN 10025-1\par - Descripci\'f3 del producte: nom gen\'e8ric, material, dimensions i \'fas previst\par - Informaci\'f3 de les caracter\'edstiques essencials indicades de la seg\'fcent forma:\par - Designaci\'f3 del producte d\'92acord amb la norma corresponent de toler\'e0ncies dimensionals, segons el cap\'edtol 2 de la norma EN 10025-1\par - Designaci\'f3 del producte d\'92acord amb l\'92apartat 4.2 de les normes EN 10025-2 a EN 10025-6\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par kg de pes necessari subministrat a l'obra, calculat segons les especificacions de la DT, d'acord amb els criteris seg\'fcents:\par - El pes unitari per al seu c\'e0lcul ha de ser el te\'f2ric\par - Per a poder utilitzar un altre valor diferent del te\'f2ric, cal l'acceptaci\'f3 expressa de la DF\par Aquests criteris inclouen les p\'e8rdues de material corresponents a retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par UNE-EN PLVAL`10025-1:2006 Productos laminados en caliente de aceros para estructuras. Parte 1: Condiciones t\'e9cnicas generales de suministro.\par UNE-EN 10025-2:2006 Productos laminados en caliente de aceros para estructuras. Parte 2: Condiciones t\'e9cnicas de suministro de los aceros estructurales no aleados.\par UNE-EN 10210-1:1994 Perfiles huecos para construcci\'f3n, acabados en caliente, de acero no aleado de grano fino. Parte I: condiciones t\'e9cnicas de suministro.\par UNE-EN 10219-1:1998 Perfiles huecos para construcci\'f3n conformados en fr\'edo de acero no aleado y de grano fino.Parte 1:Condiciones t\'e9cnicas de suministro.\par UNE-EN 10162:2005 Perfiles de acero conformados en fr\'edo. Condiciones t\'e9cnicas de suministro. Tolerancias dimensionales y de la secci\'f3n transversal.\par OBRES D\'92EDIFICACI\'d3:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Acero DB-SE-A\par *UNE-ENV 1090-1:1997 Ejecuci\'f3n de estructuras de acero. Parte 1: Reglas generales y reglas para edificaci\'f3n.\par OBRES D\'92ENGINYERIA CIVIL:\par *Orden FOM/475/2002 de 13 de febrero, por la que se actualizan determinados art\'edculos del Pliego de Prescripciones T\'e9cnicas Generales para Obras de Carreteras y Puentes relativos a Hormigones y Acero.\par\pard\par }LGX\ ` d  h  l  p pppppppp t x$|(ŀŀŀŀŀŀŀŀ,ĄĄĄ048<ffff?x@?ffffff?ED15B671BD13167B@@:53-(& 333333?Sc@?333333?E721BCD7A0127000@@:53-(& ffffff?Cl@?ffffff?E5ZFU002BF52D500@@:53-(& ?Cl???E5ZFU002A0140000@@:53-(& ffffff?x@?ffffff?ED15B671BD13167B@@:53-(& q= ףp?;pΈ??q= ףp?ED15B671BD1Z2200@@:53-(& ?{Gz???ED15B671BDY3B600@@:53-(& Q?UN@??Q?ED15B671BDW3B600@@:53-(& ?= ףp%@??ED511110A0122000@@:53-(& ?p= c@??ED511110A0140000@@:53-(& Mb???Mb?ED511110D0701821@@:53-(& ?Q'@??ED511110BD511110@@:53-(& )\(?ZB>Y@?)\(?E93617BUA0122000@@:53-(& Q?&†@?Q?E93617BUA0140000@@:53-(& n?E.@?n?E93617BUB065960J@@:53-(& ?MbX???E7B21E0LB7711F00@@:53-(& Q?>W[??Q?E7B21E0LA0137000@@:53-(& Q?xz,C??Q?E7B21E0LA0127000@@:53-(&  +?j>"@? 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CasQM G B4LFBIGUETES DE FORMIG PRETESATETReforma CAP 'El Castell' . Cask/+ G B4LZMATERIALS AUXILIARS PER A SOSTRES AMB ELEMENTS RESISTENTS INDUSTRIALITZATSETReforma CAP 'El Castell' . Cas]Y G B4LELEMENTS RESISTENTS INDUSTRIALITZATS PER A FORMACI DE SOSTRESETReforma CAP 'El Castell' . CasPL G E4LFBIGUETES DE FORMIG PRETESAT I REVOLTONS PER A SOSTRESPOReforma CAP 'El Castell' . CasIE G E4LELEMENTS RESISTENTS INDUSTRIALITZATS PER A FORMACI DE SOSTRESPOReforma CAP 'El Castell' . CasPL G E4B9ARMADURES PER A SOSTRES AMB ELEMENTS RESISTENTS INDUSTRIALITZATSPOReforma CAP 'El Castell' . CasSO G 14LFSOSTRES DE BIGUETES DE FORMIG PRETESATPOReforma CAP 'El Castell' . Casv:6 G 14LFORMACI DE SOSTRES AMB ELEMENTS RESISTENTS INDUSTRIALITZATSPOReforma CAP 'El Castell' . CasNJ GLVAL tF{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de sostre amb elements resistents de formig\'f3 o acer, amb o sense elements d\'92entrebigat (revoltons), armadura amb barres corrugades i malla electrosoldada i capa de compressi\'f3 de formig\'f3.\par S'han considerat les unitats d'obra seg\'fcents:\par - Sostre amb elements lineals (bigueta o semibigueta) de formig\'f3 armat o pretesat i entrebigats amb revolt\'f3 de morter de ciment\par - Sostre amb plaques, semiplaques o lloses alveolars de formig\'f3 armat o pretesat\par - Sostre amb semiplaques d\'92acer galvanitzat\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 del per\'edmetre de recolzament de les semibiguetes, neteja i anivellament\par - Replanteig i col\'b7locaci\'f3 dels elements resistents\par - Col\'b7locaci\'f3 dels revoltons, en el seu cas\par - Neteja de les armadures\par - Tallat i doblegat de l\'92armadura\par - Neteja del fons de l\'92encofrat\par - Col\'b7locaci\'f3 dels separadors\par - Muntatge i col\'b7locaci\'f3 de l\'92armadura\par - Subjecci\'f3 dels elements que formen l\'92armadura\par - Humectaci\'f3 de l\'92encofrat\par - Abocada del formig\'f3\par - Compactaci\'f3 del formig\'f3 mitjan\'e7ant vibratge\par - Replanteig i anivellament de la cara superior del sostre\par - Cura del formig\'f3\par - Retirada dels apuntalaments i dels encofrats i entrada en c\'e0rrega segons el pla previst\par - Protecci\'f3 del sostre de qualsevol acci\'f3 mec\'e0nica no prevista en el c\'e0lcul\par CONDICIONS GENERALS:\par La disposici\'f3 dels nervis, la separaci\'f3 eLVALGntre eixos i les zones sense revoltons per a massissar, han de ser els indicats a la DT amb les modificacions acceptades per la DF.\par Les biguetes han d'estar col\'b7locades a nivell sobre els elements de suport del sostre.\par El sostre, un cop formigonat, ha de ser monol\'edtic per a garantir la rigidesa en el seu pla, i ha d'estar s\'f2lidament unit als elements de suport on s'han d'ancorar les armadures superiors, les inferiors i les de repartiment.\par Els enlla\'e7os de les biguetes o semibiguetes amb els suports poden ser:\par - Per penetraci\'f3 de la bigueta al suport\par - Per perllongaci\'f3 de l'armadura inferior de la bigueta dins del suport\par - Per cavalcament armadura adossada a bigueta que penetri al suport\par Enlla\'e7 per penetraci\'f3:\par - Les biguetes s'han de recolzar en els elements de suport de manera que aix\'f2 no faci disminuir la secci\'f3 dels mateixos.\par - La llarg\'e0ria de penetraci\'f3 de la bigueta ha de ser la determinada pel c\'e0lcul, segons l'apartat 21.2 de la EFHE, i que ha d'estar indicada als pl\'e0nols de muntatge.\par Enlla\'e7 per perllongaci\'f3:\par - La llarg\'e0ria de penetraci\'f3 de l'armadura inferior de la bigueta ha de ser la determinada pel c\'e0lcul, segons l'apartat 21.2 de la EFHE, i que ha d'estar indicada al pl\'e0nols de muntatge.\par - Si la bigueta te armadura transversal, en estrep o gelosia, aquesta ha d'arribar com a m\'ednim fins la cara del recolzament directe, o fins l'estrep de la biga plana, si el recolzament es indirecte.\par Enlla\'e7 per cavalcament:\par - La llarg\'e0ria del cavalcament de l'armadura amb la bigueta ha de ser la llarg\'e0ria equivalent a la llarg\'e0ria d'ancoratge, i la llarg\'e0ria de penetraci\'f3 al suport ha de ser la determinada pel c\'e0lcul, segons l'apartat 21.2 de la EFHE, i que ha d'estar indicada als pl\'e0nols de muntatge.\par A la trobada del sostre amb tots els suports, s'han d'eliminar els revoltons, deixant un espai per a massissar de formig\'f3.\par La llarg\'e0ria m\'ednima del massissLVALHat, per a qualsevol tipus de recolzament, ha de ser de 10 cm.\par En els recolzaments indirectes per cavalcament, les longituds d\'92aquest s\'92han de definir per c\'e0lcul d\'92acord amb l\'92apartat 21.2 de l\'92EFHE\par Si l'element de suport \'e9s d'acer laminat, s'han de col\'b7locar els connectors necessaris per a garantir la uni\'f3 entre aquest i la bigueta.\par Si el sostre te mes d'un tram i els nervis s'han calculat amb continu\'eftat, les biguetes s'han de disposar enfrontades.\par Si els trams tenen els nervis en direccions enfrontades, s'ha de massissar l'espai entre les dues primeres biguetes paral\'b7leles a la trobada entre trams, per absorbir l'esfor\'e7 de compressi\'f3 de la part inferior del sostre.\par Als extrems de les biguetes s'haur\'e0 de col\'b7locar una armadura superior, per absorbir el moment negatiu, d'almenys una barra per nervi, i de llarg\'e0ria i di\'e0metre indicats als pl\'e0nols de muntatge del sostre, i que haur\'e0 de complir les especificacions de la seva partida d'obra.\par El sostre ha de tenir una capa de compressi\'f3 de formig\'f3 i amb una armadura de repartiment, que han de complir les especificacions de les partides d\'92obra corresponents.\par Els di\'e0metres, la forma, les dimensions i la disposici\'f3 de les armadures han de ser les especificades a la DT.\par Les barres no han de tenir esquerdes ni fissures.\par Les armadures han de ser netes, no han de tenir \'f2xid no adherent, pintura, greix, ni d'altres subst\'e0ncies perjudicials.\par La secci\'f3 equivalent de les barres de l'armadura no ha de ser inferior al 95,5% de la secci\'f3 nominal.\par No hi ha d'haver m\'e9s empalmaments dels que consten a la DT o autoritzi la DF.\par Els empalmaments es poden realitzar per solapa o per soldadura.\par Per a realitzar un altre tipus d'empalmament es requerir\'e0 disposar d'assaigs que demostrin que garanteixen de forma permanent una resist\'e8ncia a la ruptura no inferior a la de la menor de les dues barres que s'uneixen i que el moviment relatiu entLVALIre elles no sigui superior a 0,1 mm.\par A les solapes no s'han de disposar ganxos ni potes.\par Es pot utilitzar la soldadura per a l'elaboraci\'f3 de la ferralla sempre que es faci d'acord amb els procediments establerts a la UNE 36-832, l'acer sigui soldable i es faci a taller amb instal\'b7laci\'f3 industrial fixa. Nom\'e9s s'admet soldadura en obra en els casos previstos en la DT i autoritzats per la DF.\par No es poden disposar empalmaments per soldadura a les zones de forta curvatura de l'armadura.\par Les armadures han d'estar subjectades entre elles i a l'encofrat de manera que mantinguin la seva posici\'f3 durant l'abocada i la compactaci\'f3 del formig\'f3.\par Els estreps de pilars o bigues han d'anar subjectats a les barres principals mitjan\'e7ant un lligat simple o altre procediment idoni. En cap cas es pot fer amb punts de soldadura quan les armadures estiguin a l\'92encofrat.\par En recobriments superiors a 50 mm, s'ha de col\'b7locar una malla de repartiment en mig d'aquest gruix segons s'especifica a l'article 37.2.4. de la norma EHE.\par La DF ha d'aprovar la col\'b7locaci\'f3 de les armadures abans de comen\'e7ar el formigonament.\par Per a qualsevol classe d'armadures passives, inclosos els estreps, el recobriment no ha de ser inferior, en cap punt, als valors determinats en la taula 37.2.4. de la norma EHE, en funci\'f3 de la classe d'exposici\'f3 ambiental a que es sotmetr\'e0 el formig\'f3 armat, segons el que indica l'article 8.2.1 de la mateixa norma.\par En l'execuci\'f3 de l'element s'han de complir les prescripcions establertes en la norma EHE, en especial les que fan refer\'e8ncia a la durabilitat del formig\'f3 i les armadures (art.8.2 i 37 de la EHE) en funci\'f3 de les classes d'exposici\'f3.\par El formig\'f3 col\'b7locat no ha de tenir disgregacions o buits a la massa.\par Despr\'e9s del formigonament les armadures han de mantenir la posici\'f3 prevista a la DT.\par La secci\'f3 de l'element no ha de quedar disminu\'efda en cap punt per la introducci\'f3 d'elementLVALJs de l'encofrat ni d'altres.\par Els defectes que s'hagin produ\'eft en formigonar s'han de reparar de seguida, pr\'e8via aprovaci\'f3 de la DF.\par L'element acabat ha de tenir una superf\'edcie uniforme, sense irregularitats.\par La deformaci\'f3 admissible del sostre ha de ser, en cada cas, el menor dels valors seg\'fcents (L = llarg\'e0ria del tram):\par - Fletxa total a termini infinit: <= L/250 i <= L/500+1 cm\par - Fletxa activa (suporten envans): <= L/400 i <= L/800+0,6 cm\par - Fletxa activa (suporten envans molt r\'edgids o murs de tancament de f\'e0brica): <= L/500 i <= L/1000+0,5 cm\par Gruix capa de compressi\'f3: >= 4 cm\par Fissuraci\'f3 m\'e0xima en funci\'f3 de l'exposici\'f3 ambiental definida a la taula 8.2.2 de la EHE:\par - Semibiguetes armades:\par - En classe d'exposici\'f3 I: <= 0,4 mm\par - En classe d'exposici\'f3 IIa, IIb, H: <= 0,3 mm\par - En classe d'exposici\'f3 IIIa, IIIb, IV, F: <= 0,2 mm\par - En classe d'exposici\'f3 IIIc, Qa, Qb, Qc: <= 0,1 mm\par - Biguetes o Semibiguetes pretensades:\par - En classe d\'92exposici\'f3 I: <= 0,2 mm\par - En classe d\'92exposici\'f3 IIa, IIb, H: <= 0,2 mm\par Dist\'e0ncia lliure armadura \'96 parament: >= D m\'e0xim, >= 0,80 granulat m\'e0xim\par Dist\'e0ncia lliure barra doblegada - parament: >= 2 D\par Valors de llarg\'e0ria b\'e0sica (Lb) en posici\'f3 d'adher\'e8ncia bona. Lb=MxDxD: >= Fyk x D / 20, >= 15 cm\par Valors de llarg\'e0ria b\'e0sica (Lb) en posici\'f3 d'adher\'e8ncia deficient. Lb=1,4xMxDxD: >= Fyk x D / 14\par (Fyk en N/mm2; Lb, D en cm)\par Valors de M:\par +----------------------------------+\par \'a6 Resist\'e8ncia \'a6 \'a6 \'a6\par \'a6caracter\'edstica\'a6 B 400 S \'a6 B 500 S \'a6\par \'a6 Formig\'f3 \'a6 \'a6 \'a6\par \'a6--------------\'a6---------\'a6---------\'a6\par \'a6 25 N/mm2 \'a6 12 \'a6 15 \'a6\par \'a6 30 N/mm2 \'a6 10 \'a6 13 \'a6\par \'a6 35 N/mm2 \'a6 9 \'a6 12 \'a6\par \'a6LVALK 40 N/mm2 \'a6 8 \'a6 11 \'a6\par \'a6 45 N/mm2 \'a6 7 \'a6 10 \'a6\par \'a6 50 N/mm2 \'a6 7 \'a6 10 \'a6\par +----------------------------------+\par Llarg\'e0ria neta d'ancoratge Lb neta: Lb x B x (As/As real), >= 10 D, >= 15cm\par - Barres traccionades: >= 1/3xLb\par - Barres comprimides: >= 2/3xLb\par (As: secci\'f3 d'acer a tracci\'f3; As real: secci\'f3 d'acer)\par Valors de B:\par +---------------------------------------------------+\par \'a6 Tipus d'ancoratge \'a6 Tracci\'f3 \'a6 Compressi\'f3 \'a6\par \'a6---------------------------\'a6---------\'a6-------------\'a6\par \'a6 Prolongaci\'f3 recta \'a6 1 \'a6 1 \'a6\par \'a6 Patilla, ganxo, ganxo U \'a6 0,7(*) \'a6 1 \'a6\par \'a6 Barra transversal soldada \'a6 0,7 \'a6 0,7 \'a6\par +---------------------------------------------------+\par\par (*) Nom\'e9s amb recobriment de formig\'f3 perpendicular al pla de doblegat > 3 D, en cas contrari B=1.\par Llarg\'e0ria de solapament: Ls >=axLb neta\par Valors d'a:\par +----------------------------------------------------------+\par \'a6Dist\'e0ncia \'a6 Percentatge de barres \'a6 Per a barres \'a6\par \'a6entre els dos \'a6 cavalcades que treballen \'a6 que treballen \'a6\par \'a6empalmaments \'a6 a tracci\'f3 en relaci\'f3 a \'a6 a compressi\'f3: \'a6\par \'a6m\'e9s pr\'f2xims: \'a6 la secci\'f3 total d'acer: \'a6 \'a6\par \'a6--------------\'a6--------------------------\'a6----------------\'a6\par \'a6 \'a6 20 25 33 50 >50 \'a6 \'a6\par \'a6--------------\'a6--------------------------\'a6----------------\'a6\par \'a6 <= 10 D \'a6 1,2 1,4 1,6 1,8 2,0 \'a6 1,0 \'a6\par \'a6 > 10 D \'a6 1,0 1,1 1,2 1,3 1,4 \'a6 1,0 \'a6\par +----------------------------------------------------------+\par Barres Corrugades:\par Dist\'e0ncia lliure vertical i horitzontal entre 2 barres aillades consecutives: >LVALL= D m\'e0xim, >= 1,25 granulat m\'e0xim, >= 20 mm\par Dist\'e0ncia entre els centres dels empalmaments de barres consecutives, segons direcci\'f3 de l'armadura: >= longitud b\'e0sica d'ancoratge (Lb)\par Dist\'e0ncia entre les barres d\'92un empalmament per solapa: <= 4 D\par Dist\'e0ncia entre barres traccionades empalmades per solapa: <= 4 D, >= D m\'e0xim, >= 20 mm, >= 1,25 granulat m\'e0xim\par Armadura transversal a la zona de solapament: Secci\'f3 armadura transversal (At) >= Dm\'e0x (Dm\'e0x = Secci\'f3 barra solapada de di\'e0metre major)\par MALLA ELECTROSOLDADA:\par Llarg\'e0ria de la solapa en malles acoblades: a x Lb neta:\par - Ha de complir, com a m\'ednim: >= 15 D, >= 20 cm\par Llarg\'e0ria de la solapa en malles superposades:\par - Separaci\'f3 entre elements solapats (longitudinal i transversal) > 10 D: 1,7 Lb\par - Separaci\'f3 entre elements solapats (longitudinal i transversal) <= 10 D: 2,4 Lb\par - Ha de complir com a m\'ednim: >= 15 D, >= 20 cm\par Resist\'e8ncia caracter\'edstica estimada del formig\'f3 (Fest) al cap de 28 dies: >= 0,9 x Fck\par Assentament en el con d'Abrams:\par +---------------------------+\par \'a6Consist\'e8ncia \'a6Assentament \'a6\par \'a6 \'a6 (cm) \'a6\par \'a6-------------\'a6-------------\'a6\par \'a6 Seca \'a6 0-2 \'a6\par \'a6 Pl\'e0stica \'a6 3-5 \'a6\par \'a6 Tova \'a6 6-9 \'a6\par \'a6 Fluida \'a6 10-15 \'a6\par +---------------------------+\par Gruix de la capa de compressi\'f3:\par - Sobre els revoltons de morter de ciment o de cer\'e0mica: >= 4 cm\par - Sobre altres tipus de revoltons: >= 5 cm\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig en planta de les semibiguetes: \'b1 20 mm\par - Nivell: \'b1 10 mm\par - Separaci\'f3 entre eixos (semibiguetes o biguetes): \'b1 5 mm\par - Desviaci\'f3 eixos nervis enfrontats: < dist\'e0ncia entre testes biguetes, < 5 cm en voladissos\par - Llarg\'e0ria d'ancoratge i solapa: -0,05L (<= 50 mm, m\'ednim 12 mm), + 0,10 L (<=50 mLVALMm)\par - Consist\'e8ncia:\par - Seca: Nul\'b7la\par - Pl\'e0stica o tova: \'b1 1 cm\par - Fluida: \'b1 2 cm\par - Planor: \'b1 5 mm/2 m, \'b1 15 mm/total\par - Gruix de la capa de compressi\'f3: + 10 mm, - 6 mm\par Les toler\'e0ncies d'execuci\'f3 han de complir l'especificat en l\'92article 5 de l'annex 10 de la norma EHE.\par Les toler\'e0ncies en el recobriment i la posici\'f3 de les armadures han de complir l'especificat en la UNE 36831.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Quan la DF ho consideri necessari es comprovaran les caracter\'edstiques mec\'e0niques i, en particular, el m\'f2dul de fletxa, moments de fissuraci\'f3 i trencament, i l'esfor\'e7 tallant de trencament.\par Per a comen\'e7ar el muntatge del sostre la DF. ha de signar o conformar els pl\'e0nols d\'92execuci\'f3 del sostre. Si els pl\'e0nols son realitzats pel Projectista o per la Direcci\'f3 Facultativa, com a projectista, han de portar la signatura d\'92aquest. Si l\'92autor del projecte del sostre no es cap dels anteriors (consultor, prefabricador, etc.) els pl\'e0nols han de portar la signatura de la persona f\'edsica que els ha fet a mes del vist i plau de la DF.\par La separaci\'f3 m\'e0xima entre sotaponts s\'92ha de determinar per c\'e0lcul d\'92acord amb l\'92apartat 16.1 de l\'92EFHE\par Les biguetes i els revoltons s'han de col\'b7locar de manera que no rebin cops que els puguin fer malb\'e9.\par La separaci\'f3 entre les biguetes s'ha de regular tot presentant revoltons als extrems.\par Els revoltons s'han de col\'b7locar a tocar i han de recolzar sobre l'ala inferior de la bigueta.\par La superf\'edcie de contacte entre la bigueta i el formig\'f3 abocat a l'obra, ha de ser neta i sense cossos estranys per tal d'assegurar l'adher\'e8ncia.\par L'estintolament del sostre s'ha de fer d'acord amb les indicacions dels pl\'e0nols de muntatge.\par Els puntals s'han de recolzar sobre taulons si estan directament en contacte amb el terreny. Han d'estar prou travats per a suportar les emLVALNpentes horitzontals del muntatge.\par Els puntals s\'92han de travar en dues direccions perpendiculars\par En sostres de biguetes armades s\'92han de col\'b7locar els apuntalats anivellats amb els recolzaments i sobre aquests s\'92han de col\'b7locar les biguetes\par En sostres de biguetes pretensades s\'92han de col\'b7locar les biguetes i s\'92han d\'92ajustar tot seguit els apuntalats\par Els puntals han de poder transmetre la for\'e7a que rebin i permetre finalment un desapuntalat senzill\par El doblegat de l\'92armadura s\'92ha de realitzar en fred, a velocitat constant, de forma mec\'e0nica i amb l\'92ajut d\'92un mandr\'ed.\par No s'han d'adre\'e7ar colzes excepte si es pot verificar que no es faran malb\'e9.\par S'han de col\'b7locar separadors per a garantir el recobriment m\'ednim i no han de produir fissures ni filtracions al formig\'f3.\par En cas de realitzar soldadures s'han de seguir les disposicions de la norma UNE 36-832 i les han d'executar operaris qualificats d'acord amb la normativa vigent.\par La temperatura per a formigonar ha d'estar entre 5\'b0C i 40\'b0C. El formigonament s'ha de suspendre quan es prevegi que durant les 48 h seg\'fcents la temperatura pot ser inferior a 0\'b0C. Fora d'aquests l\'edmits, el formigonament requereix precaucions expl\'edcites i l'autoritzaci\'f3 de la DF En aquest cas, s'han de fer provetes amb les mateixes condicions de l'obra, per a poder verificar la resist\'e8ncia realment assolida.\par El formigonament s'ha de suspendre en cas de pluja o de vent fort. Eventualment, la continuaci\'f3 dels treballs, en la forma que es proposi, ha de ser aprovada per la DF.\par Si la superf\'edcie sobre la que s'ha de formigonar ha sofert gelada, s'ha d'eliminar pr\'e8viament la part afectada.\par La temperatura dels elements on es fa l'abocada ha de ser superior als 0\'b0C.\par Les superf\'edcies de peces de material por\'f3s han de tenir la humitat necess\'e0ria per tal que no absorbeixin l\'92aigua del formig\'f3.\par El formig\'f3 s'ha de col\'b7locar a l'oLVALObra abans que comenci a adormir-se.\par No s'ha de formigonar sense la conformitat de la DF, un cop hagi revisat la posici\'f3 de les armadures i dem\'e9s elements ja col\'b7locats.\par L'abocada del formig\'f3 ha de ser lenta per evitar la segregaci\'f3 i el rentat de la mescla ja abocada.\par S'ha de fer des d'una al\'e7\'e0ria inferior a 1 m i en el sentit dels nervis, sense que es produeixin disgregacions. \par S'ha d'evitar la desorganitzaci\'f3 de les armadures, de les malles i d'altres elements del sostre.\par La velocitat de formigonament ha de ser suficient per assegurar que l'aire no quedi agafat i assenti el formig\'f3. Alhora s\'92ha de vibrar en\'e8rgicament.\par L'estesa del formig\'f3 ha d'iniciar-se als extrems i avan\'e7ar amb tota l'al\'e7\'e0ria del sostre.\par No pot transc\'f3rrer m\'e9s d'1 hora des de la fabricaci\'f3 del formig\'f3 fins el formigonament, a menys que la DF ho cregui convenient per aplicar medis que retardin l'adormiment.\par No s'han de posar en contacte formigons fabricats amb tipus de ciments incompatibles entre ells.\par En cap cas s'ha d'aturar el formigonament si no s'ha arribat a un junt adequat.\par Els junts de formigonament han de ser aprovats per la DF previ al comen\'e7ament del formigonat.\par En tornar a iniciar el formigonament del junt s'ha de retirar la capa superficial de morter, deixant els granulats al descobert i el junt net. Per a fer-ho no s'han d'utilitzar productes corrosius.\par Abans de formigonar el junt s'ha d'humitejar.\par Quan la interrupci\'f3 hagi estat superior a 48 h s'ha de recobrir el junt amb resina epoxi.\par La compactaci\'f3 s'ha de realitzar per vibratge. El gruix m\'e0xim de la tongada dep\'e8n del vibrador utilitzat. S'ha de vibrar fins que s'aconsegueixi una massa compacta i sense que es produeixin disgregacions.\par El vibratge ha de fer-se m\'e9s intens a les zones d'alta densitat d'armadures, a les cantonades i als paraments.\par Un cop reblert l'element no s'ha de corregir el seu anivellament.\par Durant l'adormimLVALent i fins aconseguir el 70% de la resist\'e8ncia prevista, s'han de mantenir humides les superf\'edcies del formig\'f3. Aquest proc\'e9s ha de ser com a m\'ednim de:\par - 7 dies en temps humit i condicions normals\par - 15 dies en temps calor\'f3s i sec, o quan la superf\'edcie de l'element estigui en contacte amb aig\'fces o filtracions agressives\par Durant l'adormiment s'han d'evitar sobrec\'e0rregues i vibracions que puguin provocar la fissuraci\'f3 de l'element.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Aquest criteri inclou les p\'e8rdues i els increments de material corresponents a retalls, lligams i cavalcaments.\par No s\'92inclouen els encofrats dels c\'e8rcols.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par Real Decreto 642/2002 de 5 de Julio, por el que se aprueba la Instrucci\'f3n para el proyecto y la ejecuci\'f3n de Forjados unidireccionales de Hormig\'f3n Estructural realizados con elementos prefabricados (EFHE)\par\pard\par }LVAL tQ{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Subministrament i col\'b7locaci\'f3 de l'element resistent (bigueta o semibigueta) i dels revoltons per a la formaci\'f3 de sostres unidireccionals.\par S'han considerat els elements seg\'fcents:\par - Biguetes de formig\'f3 precomprimit\par - Semibiguetes (de formig\'f3 armat o pretesat amb o sense sola cer\'e0mica)\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Confecci\'f3 dels pl\'e0nols de muntatge del sostre\par - Preparaci\'f3 del per\'edmetre de recolzament de les semibiguetes, neteja i anivellament\par - Col\'b7locaci\'f3 dels suports provisionals del sostre\par - Replanteig i col\'b7locaci\'f3 de les semibiguetes\par - Col\'b7locaci\'f3 dels revoltons\par Per acabar el sostre s'han de col\'b7locar les armadures complementaries als nervis, negatius i tallants, la malla de repartiment de la capa de compressi\'f3, i posteriorment s'han de formigonar, els nervis, els massissats i la capa de compressi\'f3, d'acord amb les corresponents partides d'obra.\par CONDICIONS GENERALS:\par La disposici\'f3 dels nervis, la separaci\'f3 entre eixos i les zones sense revoltons per a massissar, han de ser els indicats a la DT amb les modificacions acceptades per la DF.\par Les biguetes han d'estar col\'b7locades a nivell sobre els elements de suport del sostre.\par El sostre, un cop formigonat, ha de ser monol\'edtic per a garantir la rigidesa en el seu pla, i ha d'estar s\'f2lidament unit als elements de suport on s'han d'ancorar les armadures superiors, les inferiors i les de repartiment.\par Els enlla\'e7os de lLVALRes biguetes o semibiguetes amb els suports poden ser:\par - Per penetraci\'f3 de la bigueta al suport\par - Per perllongaci\'f3 de l'armadura inferior de la bigueta dins del suport\par - Per cavalcament armadura adossada a bigueta que penetri al suport\par Enlla\'e7 per penetraci\'f3:\par - Les biguetes s'han de recolzar en els elements de suport de manera que aix\'f2 no faci disminuir la secci\'f3 dels mateixos.\par - La llarg\'e0ria de penetraci\'f3 de la bigueta ha de ser la determinada pel c\'e0lcul, segons l'apartat 21.2 de la EFHE, i que ha d'estar indicada als pl\'e0nols de muntatge.\par Enlla\'e7 per perllongaci\'f3:\par - La llarg\'e0ria de penetraci\'f3 de l'armadura inferior de la bigueta ha de ser la determinada pel c\'e0lcul, segons l'apartat 21.2 de la EFHE, i que ha d'estar indicada al pl\'e0nols de muntatge.\par - Si la bigueta te armadura transversal, en estrep o gelosia, aquesta ha d'arribar com a m\'ednim fins la cara del recolzament directe, o fins l'estrep de la biga plana, si el recolzament es indirecte.\par Enlla\'e7 per cavalcament:\par - La llarg\'e0ria del cavalcament de l'armadura amb la bigueta ha de ser la llarg\'e0ria equivalent a la llarg\'e0ria d'ancoratge, i la llarg\'e0ria de penetraci\'f3 al suport ha de ser la determinada pel c\'e0lcul, segons l'apartat 21.2 de la EFHE, i que ha d'estar indicada als pl\'e0nols de muntatge.\par A la trobada del sostre amb tots els suports, s'han d'eliminar els revoltons, deixant un espai per a massissar de formig\'f3.\par La llarg\'e0ria m\'ednima del massissat, per a qualsevol tipus de recolzament, ha de ser de 10 cm.\par En els recolzaments indirectes per cavalcament, les longituds d\'92aquest s\'92han de definir per c\'e0lcul d\'92acord amb l\'92apartat 21.2 de l\'92EFHE\par Si l'element de suport \'e9s d'acer laminat, s'han de col\'b7locar els connectors necessaris per a garantir la uni\'f3 entre aquest i la bigueta.\par Si el sostre te mes d'un tram i els nervis s'han calculat amb continu\'eftat, les biguetes s'han de disposar eLVALSnfrontades.\par Si els trams tenen els nervis en direccions enfrontades, s'ha de massissar l'espai entre les dues primeres biguetes paral\'b7leles a la trobada entre trams, per absorbir l'esfor\'e7 de compressi\'f3 de la part inferior del sostre.\par Als extrems de les biguetes s'haur\'e0 de col\'b7locar una armadura superior, per absorbir el moment negatiu, d'almenys una barra per nervi, i de llarg\'e0ria i di\'e0metre indicats als pl\'e0nols de muntatge del sostre, i que haur\'e0 de complir les especificacions de la seva partida d'obra.\par Toler\'e0ncies d'execuci\'f3:\par - Separaci\'f3 entre eixos: \'b1 5 mm\par - Desviaci\'f3 eixos nervis enfrontats: < dist\'e0ncia entre testes biguetes, < 5 cm en voladissos\par BIGUETES O SEMIBIGUETES PRETENSADES:\par Fissuraci\'f3 m\'e0xima en funci\'f3 de l'exposici\'f3 ambiental definida a la taula 8.2.2 de la EHE:\par - En classe d'exposici\'f3 I: <= 0,2 mm\par - En classe d'exposici\'f3 IIa, IIb, H: <= 0,2 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Per a comen\'e7ar el muntatge del sostre la DF. ha de signar o conformar els pl\'e0nols d\'92execuci\'f3 del sostre. Si els pl\'e0nols son realitzats pel Projectista o per la Direcci\'f3 Facultativa, com a projectista, han de portar la signatura d\'92aquest. Si l\'92autor del projecte del sostre no es cap dels anteriors (consultor, prefabricador, etc.) els pl\'e0nols han de portar la signatura de la persona f\'edsica que els ha fet a mes del vist i plau de la DF.\par La separaci\'f3 m\'e0xima entre sotaponts s\'92ha de determinar per c\'e0lcul d\'92acord amb l\'92apartat 16.1 de l\'92EFHE\par Les biguetes i els revoltons s'han de col\'b7locar de manera que no rebin cops que els puguin fer malb\'e9.\par La separaci\'f3 entre les biguetes s'ha de regular tot presentant revoltons als extrems.\par Els revoltons s'han de col\'b7locar a tocar i han de recolzar sobre l'ala inferior de la bigueta.\par La superf\'edcie de contacte entre la bigueta i el formig\'f3 abocat a l'obra, ha de ser neta i seLVAL nse cossos estranys per tal d'assegurar l'adher\'e8ncia.\par L'estintolament del sostre s'ha de fer d'acord amb les indicacions dels pl\'e0nols de muntatge.\par Els puntals s'han de recolzar sobre taulons si estan directament en contacte amb el terreny. Han d'estar prou travats per a suportar les empentes horitzontals del muntatge.\par Els puntals s\'92han de travar en dues direccions perpendiculars\par En sostres de biguetes armades s\'92han de col\'b7locar els apuntalats anivellats amb els recolzaments i sobre aquests s\'92han de col\'b7locar les biguetes\par En sostres de biguetes pretensades s\'92han de col\'b7locar les biguetes i s\'92han d\'92ajustar tot seguit els apuntalats\par Els puntals han de poder transmetre la for\'e7a que rebin i permetre finalment un desapuntalat senzill\par Les superf\'edcies de peces de formig\'f3 prefabricades han d\'92estar ben humitejades en el moment del formigonat\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT, entre cares dels elements de recolzament, amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures d'1 m2, com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1 m2: Es dedueixen el 100%\par Aquest criteri inclou les p\'e8rdues i els increments de material corresponents a retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 642/2002 de 5 de Julio, por el que se aprueba la Instrucci\'f3n para el proyecto y la ejecuci\'f3n de Forjados unidireccionales de Hormig\'f3n Estructural realizados con elementos prefabricados (EFHE)\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVALtU{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Revoltons per a la fabricaci\'f3 de sostres unidireccionals amb elements resistents industrialitzats.\par S'han considerat els materials seg\'fcents:\par - Revoltons de cer\'e0mica\par - Revoltons de morter de ciment\par - Revoltons de poliestir\'e8\par CARACTER\'cdSTIQUES GENERALS:\par No hi ha d'haver deformacions ni cantells escantonats.\par Les caracter\'edstiques geom\'e8triques han de correspondre a les condicions reflectides a "l'Autoritzaci\'f3 d'Us" del sistema de sostre utilitzat.\par L\'92Autoritzaci\'f3 d\'92\'fas ha d\'92estar vigent a l\'92inici de construcci\'f3 dels sostres, i les caracter\'edstiques f\'edsico-mec\'e0niques han de ser iguals o superiors a les indicades al projecte executiu.\par El perfil de la pe\'e7a ha de complir en qualsevol punt:\par - Peces resistents: h > c/8\par - Peces alleugeridores o recuperables: h > c/6\par h = gruix del formig\'f3 de la capa de compressi\'f3 al punt determinat\par c = dist\'e0ncia del punt del perfil al eix vertical de simetria de la pe\'e7a.\par C\'e0rrega de rotura a flexi\'f3 > 1.0 kN determinada segons UNE 53981 per a peces de poliestir\'e9 expandit, i segons UNE 67037 per a peces d\'92altres materials\par Resist\'e8ncia a compressi\'f3 en peces col\'b7laborants: >= fck formig\'f3 del sostre\par Toler\'e0ncies:\par - Angles diedres: \'b1 3\'b0\par Toler\'e0ncies de fletxa en arestes o diagonals planes:\par - Per a dimensions < 20 cm\par - Revolt\'f3 cer\'e0mic: \'b1 2,0 mm\par - Revolt\'f3 de morter de ciment: \'b1 1,0 mm\par - Per a dimensions >= 20 cm\par - RevLVALVolt\'f3 cer\'e0mic: \'b1 3,0 mm\par - Revolt\'f3 de morter de ciment: \'b1 2,0 mm\par REVOLT\'d3 CER\'c0MIC:\par Pe\'e7a obtinguda per un proc\'e9s d'emmotllament, assecatge i cocci\'f3 d'una pasta argilosa.\par Ha de tenir un color i una textura uniformes. Est\'e0 suficientment cuita si t\'e9 un so agut en ser colpejada i un color uniforme en trencar-se.\par A les peces resistents no s'han d'admetre superficies fissurades a la cara superior ni a la cara inferior ni a les ales de suport ni als envans laterals.\par La reducci\'f3 de resist\'e8ncia per part\'edcules de cal\'e7 (despr\'e9s de l'assaig reiteratiu sobre aigua en ebullici\'f3 i assecatge posterior) ha de ser inferior al 10%.\par Efloresc\'e8ncies (UNE 67-029): "no eflorescido" o "ligeramente eflorescido"\par Succi\'f3 d'aigua (UNE 67-031): <= 10 g/dm2 x min\par Absorci\'f3 d'aigua (UNE 67-027): <= 25%\par Expansi\'f3 per humitat (UNE 67-036): <= 1,8 mm/m\par Escrostonaments (UNE 67-039): <= 15 mm\par Toler\'e0ncies:\par - Al\'e7\'e0ria: \'b1 1,5%\par - Ampl\'e0ria: \'b1 1,0%\par - Llarg\'e0ria: \'b1 1,5%\par En peces cer\'e0miques el valor mig de l\'92expansi\'f3 per humitat no ha de ser major que 0.55 mm/m determinat segons UNE 67036\par REVOLT\'d3 DE MORTER DE CIMENT:\par Pe\'e7a obtinguda per un proc\'e9s d'emmotllament d'una pasta de morter de ciment p\'f2rtland, granulat, aigua i, eventualment, additius.\par Densitat aparent: 0,8 - 1,2 kg/dm3\par Toler\'e0ncies:\par - Al\'e7\'e0ria: \'b1 3 mm\par - Ampl\'e0ria: \'b1 3 mm\par - Llarg\'e0ria: \'b1 3 mm\par REVOLT\'d3 DE POLIESTIR\'c8:\par Pe\'e7a r\'edgida d'escuma de poliestir\'e8 expandit amb estructura de c\'e8l\'b7lula tancada.\par Han de tenir un aspecte uniforme i sense defectes superficials.\par No han d'estar en contacte amb olis, dissolvents, hidrocarburs saturats, \'e0cids o betums a temperatures >= 130\'b0C.\par Densitat aparent: >= 15 kg/m3\par Absorci\'f3 d'aigua: <= 0,4%\par Toler\'e0ncies:\par - Al\'e7\'e0ria: \'b1 1,5%\par - Ampl\'e0ria: \'b1 1,0%\pLVALWar Les peces que quedin exposades a l\'92exterior durant la vida \'fatil de l\'92edifici han de tenir, com a m\'ednim, una classificaci\'f3 de reacci\'f3 al foc B-s3,d0 segons UNE-EN 13501-1\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetades sobre palets.\par Si el material ha de ser component de la part cega del tancament exterior d\'92un espai habitable, el fabricant ha de declarar, com a m\'ednim, els valors per les propietats higrot\'e8rmiques seg\'fcents:\par - Conductivitat t\'e8rmica (W/mK)\par - Factor de resist\'e8ncia a la difusi\'f3 del vapor d\'92aigua\par A l'embalatge o a l'albar\'e0 de lliurament han de constar-hi les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Data de fabricaci\'f3\par - Dimensions i d'altres caracter\'edstiques\par - Propietats higrot\'e8rmiques (segons l\'92article 4.1 del DB HE1)\par REVOLT\'d3 CER\'c0MIC O DE MORTER DE CIMENT:\par En cada subministrament d\'92elements d\'92entrebigat de tipus cer\'e0mic o de morter de ciment que arribi a l\'92obra s\'92ha de verificar com a m\'ednim:\par - Que les caracter\'edstiques geom\'e8triques estan d\'92acord amb l\'92Autoritzaci\'f3 d\'92\'fas i que coincideixen amb les especificades als pl\'e0nols del projecte executiu\par - Que es disposa de certificaci\'f3 documental sobre el compliment dels assaigs de trencament a flexi\'f3, i si la pe\'e7a es cer\'e0mica, de l\'92expansi\'f3 per humitat segons l\'92apartat 11.1 de l\'92EFHE\par REVOLT\'d3 DE POLIESTIR\'c8:\par En cada subministrament d\'92elements d\'92entrebigat de poliestir\'e8 que arribi a l\'92obra s\'92ha de verificar com a m\'ednim:\par - Que les caracter\'edstiques geom\'e8triques estan d\'92acord amb l\'92Autoritzaci\'f3 d\'92\'fas i que coincideixen amb les especificades als pl\'e0nols del projecte executiu\par - Que es disposa de certificaci\'f3 documental sobre el compliment dels assaigs de trencament a flexi\'f3\par - Que existeix garantia documental del fabricant que la classificaci\'f3 s LVAL egons la reacci\'f3 al foc declarada s\'92ha determinat segons la UNE-EN 13501-1\par Emmagatzematge: De manera que no es trenquin o s'escantonin i sense contacte directe amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 642/2002 de 5 de Julio, por el que se aprueba la Instrucci\'f3n para el proyecto y la ejecuci\'f3n de Forjados unidireccionales de Hormig\'f3n Estructural realizados con elementos prefabricados (EFHE)\par REVOLTONS CER\'c0MICS:\par *UNE 67020:1986 Bovedillas de arcilla cocida para forjados unidireccionales. Definiciones, clasificaci\'f3n y caracter\'edsticas.\par\pard\par }LVALtY{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Element prefabricat de formig\'f3 precomprimit amb les seves armadures preteses.\par S'han considerat els elements seg\'fcents:\par - Element autoresistent, apte per a resistir les sol\'b7licituds de c\'e0lcul i els esfor\'e7os de muntatge.\par - Element semiresistent, apte per a resistir les sol\'b7licituds de c\'e0lcul un cop completat a l'obra.\par CARACTER\'cdSTIQUES GENERALS:\par Les caracter\'edstiques geom\'e8triques han de correspondre a les condicions reflectides a "l'Autoritzaci\'f3 d'Us" del sistema de sostre utilitzat.\par La bigueta ha de resistir, sense necessitat d'apuntalament, els esfor\'e7os originats durant la seva col\'b7locaci\'f3 i posada a l'obra.\par La semibigueta ha de resistir, amb l'apuntalament necessari els esfor\'e7os originats durant la seva col\'b7locaci\'f3 i posada a l'obra.\par Ha de tenir concedida i ha de ser vigent l'Autoritzaci\'f3 d'\'fas amb la fitxa de caracter\'edstiques t\'e8cniques, d'acord amb la normativa vigent.\par Si l'element s'ha fabricat a l'\'e0mbit territorial de Catalunya ha de tenir concedida i en vig\'e8ncia l'autoritzaci\'f3 administrativa de la Generalitat de Catalunya d'acord amb el decret 71/1995 de 7 de gener.\par En comprovar l'aspecte superficial de l'element, aquest ha de tenir unes caracter\'edstiques uniformes i no s'admet la pres\'e8ncia de rebaves, cocons, discontinu\'eftats en el formigonament, superf\'edcies deteriorades, armadures visibles ni d'altres defectes que perjudiquin el seu comportament a l'obra o el seu aspecte exterior.\par Tots els materials utilitzats en la fabricLVALZaci\'f3 de les peces han de complir les condicions fixades en la instrucci\'f3 EHE.\par En la fabricaci\'f3 de la pe\'e7a s'han de complir les prescripcions establertes en la norma EHE, en especial les que fan refer\'e8ncia a la seva durabilitat (art.8.2 i 37 de la EHE) en funci\'f3 de les classes d'exposici\'f3.\par El conglomerant utilitzat ha de complir les condicions establertes en la vigent \'93Instrucci\'f3n para la Recepci\'f3n de Cementos\'94. Ha de ser del tipus p\'f2rtland o putzol\'e0nic, d'una classe no inferior a la 32,5.\par No s'ha d'utilitzar ciment alumin\'f3s ni mescles de ciments de proced\'e8ncia diferent.\par No s'han d'utilitzar, tant per al pastat com per a la cura del formig\'f3, aig\'fces que produeixin efloresc\'e8ncies o que originin pertorbacions en el proc\'e9s d'adormiment i d'enduriment.\par La naturalesa dels granulats i la seva preparaci\'f3 han de garantir la resist\'e8ncia adequada i la durabilitat del formig\'f3.\par Els granulats han de complir amb les caracter\'edstiques definides a l\'92article 28 de l\'92EHE. No es poden utilitzar en cap cas granulats que continguin sulfurs oxidables.\par Els granulats no han de tenir reactivitat potencial amb els \'e0lcalis del ciment, ni s'han de descompondre pels agents exteriors als quals han d'estar sotmesos a l'obra.\par No s'han d'utilitzar granulats provinents de roques toves, friables o poroses, ni d'aquelles que continguin compostos ferrosos, guix, n\'f2duls de pirita o de qualsevol altre tipus de clorurs, sulfurs o sulfits.\par El formig\'f3 no ha de tenir defectes de vibratge.\par La cara superior de la pe\'e7a ha de tenir una textura rugosa al llarg de tota la superf\'edcie.\par L'armadura passiva, longitudinal, superior i inferior, la transversal i la de connexi\'f3 ha d'estar feta amb filferros corrugats, que compleixin les exig\'e8ncies de la EHE, art.31.1.\par Nom\'e9s pot haver barres llises, que compleixin les exigencies per a armadures b\'e0siques electrosoldades en gelosia segons la EHE art.31.4, als elemenLVAL[ts de connexi\'f3 de les armadures b\'e0siques electrosoldades.\par L'armadura b\'e0sica ha d'estar disposada a tota la llarg\'e0ria de la bigueta.\par La separaci\'f3 entre les barres de l'armadura, i la distancia d'aquestes als paraments han de complir l'article 10 de l'EFHE.\par Les dist\'e0ncies entre barres d'armadura i els recubriments han d\'92estar d\'92acord amb l\'92article 10 de l\'92EFHE.\par Els tendons de les armadures actives han de complir les condicions del art.32 de la EHE.\par Les separacions entre tendons i la dist\'e0ncia als paraments d'aquests, han de complir les condicions del art.10.2 de l\'92EFHE.\par Nombre de barres armadura b\'e0sica inferior: >= 2\par Di\'e0metre dels buits: <= 2 mm\par Fissuraci\'f3: Sense fissures visibles\par Resist\'e8ncia a la compressi\'f3 del formig\'f3 (fck):\par - En el moment del destesament: >= 25 N/mm2\par - Al cap de 28 dies: >= 35 N/mm2\par C\'e0rrega unit\'e0ria m\'e0xima de l'armadura activa (fm\'e0x): >= 1570 N/mm2\par L\'edmit el\'e0stic de l'armadura activa (Fy): 85% <= Fy <= 95% fm\'e0x\par Resist\'e8ncia de c\'e0lcul de l'armadura transversal: <= 420 N/mm2\par Quantia geom\'e8trica de les armadures: >= 1,5/1000 secci\'f3 total bigueta, >= 5/1000 \'e0rea cobaricentrica zona inferior bigueta\par Toler\'e0ncies:\par - Contrafletxa:\par - Peces en general: \'b1 L/750, <= 16 mm\par - Peces col\'b7locades consecutivament: \'b1 L/1000, <= 12 mm\par - Fletxa lateral:\par - L <= 6 m: \'b1 6 mm\par - 6 m < L <= 12 m: \'b1 10 mm\par - L > 12 m: \'b1 12 mm\par - Llarg\'e0ria (L): \'b1 0,001L\par - Planor:\par - No han de rebre llosa superior de formig\'f3 in situ: \'b1 6 mm/3 m\par - Han de rebre llosa superior de formig\'f3 in situ: \'b1 12 mm/3 m\par - Dimensions transversals (D):\par - D <= 150 mm: \'b1 3 mm\par - 150 mm < D <= 500 mm: \'b1 5 mm\par - 500 mm < D <= 1000 mm: \'b1 6 mm\par - D> 1000 mm: \'b1 10 mm\par L\'92Autoritzaci\'f3 d\'92\'fas ha d\'92estar vigent a l\'9LVAL\2inici de construcci\'f3 dels sostres, i les caracter\'edstiques f\'edsico-mec\'e0niques han de ser iguals o superiors a les indicades al projecte executiu.\par Cada pe\'e7a ha de portar marcades de forma indeleble i ben visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Data de fabricaci\'f3\par - Designaci\'f3 del tipus garantit a la fitxa t\'e8cnica de caracter\'edstiques\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Si el material ha de ser component de la part cega del tancament exterior d\'92un espai habitable, el fabricant ha de declarar, com a m\'ednim, els valors per les propietats higrot\'e8rmiques seg\'fcents:\par - Conductivitat t\'e8rmica (W/mK)\par - Factor de resist\'e8ncia a la difusi\'f3 del vapor d\'92aigua\par En cada subministrament d\'92elements resistents que arribi a l\'92obra s\'92ha de verificar com a m\'ednim:\par - Que les marques d\'92identificaci\'f3 sobre l\'92element resistent (fabricant, tipus d\'92element, data fabricaci\'f3 i longitud) coincideixen amb les dades del full de subministrament\par - Que les caracter\'edstiques geom\'e8triques i d\'92armat estan d\'92acord amb l\'92Autoritzaci\'f3 d\'92\'fas i coincideixen amb les especificades al projecte executiu\par - Que els recobriments m\'ednims compleixen amb les prescripcions de l\'92art. 34.3 de l\'92EFHE\par - Que es disposa del certificat acreditatiu d\'92un distintiu oficial o be de la justificaci\'f3 del control intern de fabricaci\'f3 dels elements signada per persona f\'edsica d\'92acord amb l\'92art. 3.2, apartat E, de l\'92EFHE\par L\'92element resistent que resulti malm\'e8s quedant afectada la seva capacitat resistent en els processos de transport, descarrega i manipulaci\'f3, no s\'92ha d\'92utilitzar en l\'92obra\par Les biguetes i lloses alveolars pretensades s\'92han d\'92apilar netes sobre suports \'96que han de coincidir en la mateixa vertical- amb vol no superior a 0,5 metres ni al\'e7\'e0ria superior a 1,5 metres, llevat d\'92indicaci\'f3 del propi LVAL0 fabricant\par Emmagatzematge: S'han d'apilar horitzontalment sobre taulons de fusta alineats en vertical, situats entre 10 i 20 cm dels extrems i en el centre, de manera que no tinguin contacte directe amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par Real Decreto 642/2002 de 5 de Julio, por el que se aprueba la Instrucci\'f3n para el proyecto y la ejecuci\'f3n de Forjados unidireccionales de Hormig\'f3n Estructural realizados con elementos prefabricados (EFHE)\par\pard\par }LVAL seguir l'ordre de treballs previst a la DT.\par S'han de separar les bandes i els terminals, treient primer els elements d'uni\'f3, perns i femelles, i despr\'e9s les peces separadores.\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par La zona afectada per les obres ha de quedar convenientment senyalitzada.\par L'execuci\'f3 dels treballs no han de produir desperfectes, mol\'e8sties o perjudicar les construccions, bens o persones de l'entorn.\par S'ha d'evitar la formaci\'f3 de pols, pel que cal regar les parts que s'hagin de demolir i carregar.\par En cas d'imprevistos (terrenys inundats, olors de gas, etc.) o quan l'enderrocament pugui afectar les construccions ve\'efnes, s'han de suspendre les obres i avisar a la DF.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par S'ha de complir la normativa vigent en mat\'e8ria mediambiental, de seguretat i salut i d'emmagatzematge i transport de productes de construcci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par DESMUNTATGE O DEMOLICI\'d3 DE BARRERA DE SEGURETAT, BARANA O BALAUSTRADA:\par m de llarg\'e0ria realment desmuntada o enderrocada, segons les especificacions de la DT.\par DESMUNTATGE DE REIXA:\par m2 realment executat, amidat segons les especificacions de la DT.\par DESMUNTATGE DE SENYAL DE TR\'c0NSIT O ARRENCADA D\'92ESCALA DE GAT:\par Unitat de quantitat realment executada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par *Orden FOM/1382/2002 de 16 de mayo, por la que se actualizan determinados art\'edculos del pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes rel0|:t2 l ll* **************** d " \  T  L D 9@33333Q@1G6TQAR1EG31G3060*%# 9@/$!D@1G6TQAR1EG22H8110*%# ?9v<@1G6TQAR1EG415D990*%# ?Cl'<@1G6TQAR1EG415D9B0*%# ?Hz_c@1G6TQAR1EG4252JH0*%# I@33333R@1G6TQAR2EP4346700*%# 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\deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Preparaci\'f3 i aplicaci\'f3 d\'92un recobriment de pintura sobre perfils estructurals met\'e0l\'b7lics, per a augmentar la resist\'e8ncia i estabilitat al foc de l\'92element, mitjan\'e7ant diferents capes aplicades en obra.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la superf\'edcie a pintar, fregat de l\'92\'f2xid i neteja pr\'e8via si \'e9s el cas, amb aplicaci\'f3 de les capes d'emprimaci\'f3, de protecci\'f3 o de fons, necess\'e0ries i del tipus adequat segons la composici\'f3 de la pintura d'acabat\par - Aplicaci\'f3 successiva, amb els intervals d\'92assecat, de les capes de pintura d'acabat\par CONDICIONS GENERALS:\par En el revestiment no hi ha d'haver fissures, bosses ni d'altres defectes.\par Ha de tenir el color, la brillantor i la textura uniformes.\par El revestiment ha de cobrir completament totes les parts descobertes dels perfils, incl\'fas les no accessibles.\par Ha de comprobar-se la compatibilitat entre la capa d\'92imprimaci\'f3 antioxidant i la pintura intumescent, al igual que amb la pintura d\'92acabat. La pintura d\'92acabat no ha d\'92impedir el desenvolupament de l\'92escuma que genera la pintura intumescent i la seva conseq\'fcent expansi\'f3 en cas d\'92incendi.\par La imprimaci\'f3 ha de compatibilitzar la protecci\'f3 anticorrosiva amb la protecci\'f3 al foc.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs si es donen les condicions seg\'fcents:\par - Temperatures inferiors a 5\'b0C o superioLVALrs a 30\'b0C\par - Humitat relativa de l'aire > 60%\par - En exteriors: Velocitat del vent > 50 km/h, Pluja\par Si un cop realitzats els treballs es donen aquestes condicions, s'ha de revisar la feina feta 24 h abans i s'han de refer les parts afectades.\par S'han d'eliminar les possibles incrustacions de ciment o de cal\'e7 i s'ha de desgreixar la superf\'edcie. Tot seguit s'han d'aplicar les capes d'emprimaci\'f3 que siguin necess\'e0ries.\par Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb rodet, brotxa o pistola.\par No es pot pintar sobre suports molt freds ni sobreescalfats.\par El sistema d'aplicaci\'f3 del producte s'ha d'escollir d'acord amb les instruccions del fabricant i l'autoritzaci\'f3 de la DF.\par Quan el revestiment estigui format per mes d'una capa, la primera capa s'ha d'aplicar lleugerament dilu\'efda, segons les instruccions del fabricant.\par No s\'92ha d\'92aplicar una capa si la capa anterior no est\'e0 completament seca.\par Abans d\'92aplicar la pintura, els perfils han d\'92estar protegits de la corrossi\'f3 amb la imprimaci\'f3 antioxidant.\par S'han d'evitar els treballs que desprenguin pols o part\'edcules prop de l'\'e0rea a tractar, abans, durant i despr\'e9s de l'aplicaci\'f3.\par No s'admet la utilitzaci\'f3 de procediments artificials d'assecatge.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie realment pintada segons les especificacions de la DT.\par Cal considerar el desenvolupament del per\'edmetre.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE 48287-1:1996 Sistemas de pinturas intumescentes para la protecci\'f3n del acero estructural. Parte 1: Requisitos.\par UNE 48287-2:1996 Sistemas de pinturas intumescentes para la protecci\'f3n del acero estructural. Parte 2: Gu\'eda para la aplicaci\'f3n.\par\pard\par }2W  ʟ <:ºd&?(\bO@Q&@ ףp=H@QxN@@@EAVTU001Cortina FV,recobriment PVC,1.5-2m,h<=2,25m,cordill,guia alum.,fix.mecniques@m2EAVTU001POBanc GISA Edificaci Obra NovaVEN.3+!!ysnl >&?p= ף@x&@V-?1Zd?Zd;O @y@@K8781110Neteja param.pedra,raig aig.pres. 60-200barN@6m2K8781110POBanc_GISA_Rehabilitaci_2008_vVEN.3 ysnl >&?p= ף6@pΈ`'@33333$@ 5@@t@@ED111B71Desg.ap.sanitari tub PVC-U,paret massissa,rea aplicaci B,DN=110mm@mED111B71POProjecte del Servei d'EmergncVEN.3 ysnl >&?\(X@(\/O@]@@vluX@@@@ED353355Peric pas,tapa regist.,45x45x50cm,paret g=15cm ma calat 290x140x100mm,mort.1:2:10@uED353355POBanc GISA Edificaci Obra NovaVEN.30&&ysnl >&?Gz_@ŏ1w.@Sy;iZ@qm^@?KuT?L@@GD5HU5DACanal form.polmer,a=150mm,h=220mm, +perfil lat.,reixa fosa nerva. cl.CS250+tanca solera form. 150@mGD5HU5DAPOObres per el drenatge de les aVEN.3?55ysnl >&? ףp=1@[Ӽ&@6&?Gz<@(\//@ (@s<@@@ED511110Bunera sifnica cos poliamida+roseta AISI304,100x100mm,descrrega vertical D40mm,col.morter@uED511110POProjecte del Servei d'EmergncVEN.38..ysnl >&?zG6@GzT@E.@^25@h @@E93617BUSolera formig HA-25/B/20/Ila+hidrfug,g=15cm@m2E93617BUPOProjecte del'ampliaci i reforVEN.3 ysnl >&? ףp= ?Q|?MbX?EGri?< @@E7B21E0LLmina separad.polietil g=100m,pes=96g/m2,col.n/adh.L@m2E7B21E0LPOBanc GISA Edificaci Obra NovaVEN.3  ysnl >&?ףp= %@jt @W2ı?j>"@Oz13%@f @@E9232G91Subbase de grava,g=20cm,grandria=50-70mm,estesa+picon.j@ m2E9232G91POBanc GISA Edificaci Obra NovaVEN.3  ysnl >&?(\@Ƣd@Ƣd@@@p@@E7D21523Allament,g=3cm,morter ciment+perlita+vermic.,projec.elem.lin.s@m2E7D21523POReforma CAP 'El Castell' . CasVEN.3ysnl >&?)\T@veB@2%3F@T㥛LT@A@Z@@E7D69TKGPint.ignf.perf.acer,1capa imprimaci p/pint.intum.+3capes pintura intumescent,g=3000m@*m2E7D69TKGPONova construcci consultori loVEN.36,,ysnl >LVALUxc{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials per a envernissats, emprimacions i tractaments superficials.\par S'han considerat els tipus seg\'fcents:\par - Brea epoxi: Pintura formada per una base de quitr\'e0, resina epoxi i dissolvent i per un catalitzador format per una soluci\'f3 de poliamina, poliamida o d'altres\par - Emprimaci\'f3 antioxidant: Emprimaci\'f3 sint\'e8tica de mini de plom electrol\'edtic, modificada eventualment amb oli de llinosa\par - Emprimaci\'f3 antioxidant grassa: Emprimaci\'f3 de mini de plom electrol\'edtic barrejada amb olis i dissolvents\par - Emprimaci\'f3 antioxidant al clorocautx\'fa, a base de clorocautx\'fa modificat\par - Emprimaci\'f3 antioxidant al poliuret\'e0: Emprimaci\'f3 de dos components a base de resines de poliuret\'e0 soles o modificades\par - Emprimaci\'f3 de l\'e0tex: Emprimaci\'f3 de pol\'edmer vin\'edlic en dispersi\'f3\par - Emprimaci\'f3 fosfatant a base de resines vin\'edliques o fen\'f2liques, soles o modificades que catalitzen en ser barrejades amb un activador\par - Pintura decapant: Producte l\'edquid o semipast\'f3s, el component principal del qual \'e9s el clorur de metil\'e8 amb dissolvents i altres additius\par - Pol\'edmer org\'e0nic o inorg\'e0nic: Pintura mineral formada per pol\'edmers org\'e0nics o inorg\'e0nics, impermeable, de resist\'e8ncia qu\'edmica alta enfront dels \'e0cids org\'e0nics i inorg\'e0nics\par - Protector qu\'edmic insecticida-fungicida: Producte a base de resines especials i agents fungicides i insecticides per a evitar el to blav\'f3s i el podriment\par - Segelladora: Producte segellant per a fusLVALdta, guix i ciment\par - Soluci\'f3 de silicona\par - Vern\'eds gras, format d'olis secants barrejats amb resines dures, naturals o sint\'e8tiques i dissolvents\par - Vern\'eds sint\'e8tic, format per un aglomerant de resines alqu\'eddiques, soles o modificades, i amb additius modificadors de la brillantor\par - Vern\'eds de poliuret\'e0 d'un component, format per un aglomerant de resines de poliuret\'e0, soles o modificades, que catalitzen amb la humitat atmosf\'e8rica, dissolt en dissolvents adequats\par - Vern\'eds de poliuret\'e0 de dos componentes, format per un aglomerant de resines hidroxilades, soles o modificades, que catalitzen en ser mesclades amb un isocianat\par - Vern\'eds de poliuret\'e0 uretanat, format per resines uretanades\par - Vern\'eds fen\'f2lic, format per resines fen\'f2liques i olis especials\par - Vern\'eds d'urea-formol, format per un aglomerant a base de resines d'urea-formol i additius modificants de la lluentor, dissolt en dissolvents adequats\par VERN\'cdS:\par Ha de tenir la consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa. Ha de fer c\'f3rrer la brotxa, ha de fluir b\'e9 i ha de deixar una capa uniforme despr\'e8s de l'assecatge.\par VERN\'cdS GRAS:\par Ha de ser resistent al fregament i al rentat.\par VERN\'cdS SINT\'c8TIC:\par No ha de tenir resines fen\'f2liques (INTA 16 04 23) ni de colofonia (INTA 16 04 22).\par Rendiment per a una capa de 30 micres: >= 5 m2/kg\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells ni dip\'f2sits durs\par - Temperatura d'inflamaci\'f3 (INTA 16 02 32A): >= 30\'b0C\par - \'cdndex d'anivellament a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 89): >= 5\par - \'cdndex de despreniments a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 88): >= 4\par - Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 5 h\par - Totalment sec: < 12 h\par Caracter\'edstiques de la pLVALeel\'b7l\'edcula seca:\par - Ha de ser de color estable i insaponificable.\par - Ha de ser resistent a la intemp\'e8rie (INTA 16 06 02).\par - Envelliment accelerat (INTA 16 06 05): < 6 unitats p\'e8rdua de lluminositat (INTA 16 02 08)\par - Adher\'e8ncia (UNE 48-032): <= 2\par - Resist\'e8ncia a l'abrasi\'f3 (UNE 56-818): Danys moderats\par VERN\'cdS DE POLIURET\'c0:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells ni dip\'f2sits durs\par - Temperatura d'inflamaci\'f3 (INTA 16 02 32A): >= 30\'b0C\par - \'cdndex d'anivellament a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 89): >= 5\par - \'cdndex de despreniments a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 88): >= 4\par - Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 1 h\par - Totalment sec: < 10 h\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - Ha de ser de color estable i insaponificable.\par - Ha de ser resistent a la intemp\'e8rie (INTA 16 06 02).\par - Envelliment accelerat (INTA 16 06 05): < 6 unitats p\'e8rdua de lluminositat (INTA 16 02 08)\par - Adher\'e8ncia (UNE 48-032): <= 2\par - Resist\'e8ncia a l'abrasi\'f3 (UNE 56-818): Danys petits\par - Adher\'e8ncia i resist\'e8ncia a l'impacte:\par +----------------------------------------------------------------------+\par \'a6 \'a6A les 24 h\'a6 Al cap de 7 dies\'a6\par \'a6-----------------------------------------\'a6----------\'a6-----------------\'a6\par \'a6Adher\'e8ncia al quadriculat: \'a6 100% \'a6 100% \'a6\par \'a6Impacte directe o indirecte: \'a6 \'a6 \'a6\par \'a6Bola de 12,5 des de 50 cm (INTA 160.266) \'a6 B\'e9 \'a6 Ha de complir \'a6\par +----------------------------------------------------------------------+\par - Resist\'e8ncia a la c\'e0rrega concentrada en moviment (UNE 56-81LVALf4): Danys moderats \par - Resist\'e8ncia a la c\'e0rrega rodant (UNE 56-815): Danys petits \par - Resist\'e8ncia a la c\'e0rrega arrossegada (UNE 56-816): Danys petits \par - Resist\'e8ncia al ratllat (UNE 48-173): Resistent\par - Resist\'e8ncia a la calor (UNE 48-033): Fins a 250\'b0C\par - Resist\'e8ncia qu\'edmica:\par - A l'\'e0cid c\'edtric al 10%: 15 dies\par - A l'acid l\'e0ctic al 5%: 15 dies\par - A l'\'e0cid ac\'e8tic al 5%: 15 dies\par - A l'oli de cremar: Cap modificaci\'f3\par - Al xilol: Cap modificaci\'f3\par - Al clorur s\'f2dic al 20%: 15 dies\par - A l'aigua: 15 dies\par VERN\'cdS DE POLIURET\'c0 DE DOS COMPONENTS:\par Temps d'inducci\'f3 de la mescla: 15 - 30 minuts\par Vida de la mescla a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 29): 2 - 8 h\par VERN\'cdS DE POLIURET\'c0 URETANAT:\par Ha de tenir bona resist\'e8ncia a l'aigua salada i al sol.\par Temps d'assecatge a 20\'b0C: 1 - 2 h\par VERN\'cdS FEN\'d2LIC:\par Temps d'assecatge a 20\'b0C: 6 - 12 h\par VERN\'cdS D'UREA-FORMOL:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells ni dip\'f2sits durs\par - Temperatura d'inflamaci\'f3 (INTA 16 02 32A): >= 30\'b0C\par - \'cdndex d'anivellament a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 89): >= 5\par - \'cdndex de despreniments a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 88): >= 4\par - Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 30 min\par - Totalment sec: < 3 h\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - Ha de ser de color estable i insaponificable.\par - Ha de ser resistent a la intemp\'e8rie (INTA 16 06 02).\par - Envelliment accelerat (INTA 16 06 05): < 6 unitats p\'e8rdua de lluminositat (INTA 16 02 08)\par - Adher\'e8ncia (UNE 48-032): <= 2\par BREA EPOXI:\par El component base, amb l'env\'e0s ple i acabat d'obrir, no ha de tenir co\'e0LVALgguls, pells ni dip\'f2sits durs (INTA 16 02 26).\par Relaci\'f3 resina epoxi/quitr\'e0: 40/60\par Temperatura d'inflamaci\'f3 del component base (INTA 16 02 44): > 30\'b0C\par Temps d'assecatge per a repintar (INTA 16 02 29): >= 18 h\par Gruix de la capa (INTA 16 02 24): >= 100 micres\par Resist\'e8ncia a la boira salina (INTA 16 06 04): Ha de complir\par Resist\'e8ncia a la immersi\'f3 (INTA 16 06 01): Ha de complir\par IMPRIMACI\'d3 ANTIOXIDANT:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells, dip\'f2sits durs ni flotaci\'f3 de pigments.\par - Pigment: >= 26% de mini de plom electrol\'edtic\par - Puresa del mini de plom electrol\'edtic (INTA 16 12 11): >= 99,6%\par - Finor de la m\'f2lta (INTA 16 02 55): < 50 micres\par - Temperatura d'inflamaci\'f3 (INTA 16 02 32): > 25\'b0C\par - \'cdndex d'anivellament a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 89): > 3\par - Temps d'assecatge a 23 \'b12\'b0C i 50 \'b15% HR (INTA 16 02 29):\par - Al tacte: < 1 h\par - Totalment seca: < 6 h\par - Pes espec\'edfic a 23 \'b1 2\'b0C, 50 \'b1 5% HR (INTA 16 42 03): > 18 kN/m3\par - Rendiment per a una capa de 30 - 40 micres: > 4 m2/kg\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - Resist\'e8ncia a la boira marina (INTA 16 01 01, ASTM B.117-73, oxidaci\'f3 marina 8 (0,1%) ASTM D.610-68): >= 150 h\par - Adher\'e8ncia (UNE 48-032): <= 2\par IMPRIMACI\'d3 ANTIOXIDANT GRASSA:\par Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa.\par Temperatura d'inflamaci\'f3 (INTA 16 02 32): > 30\'b0C\par Temps d'assecatge a 23 \'b12\'b0C i 50 \'b15% HR (INTA 16 02 29):\par - Al tacte: < 1 h\par - Totalment seca: < 18 h\par Pes espec\'edfic a 20\'b0C: > 23 kN/m3\par Rendiment per una capa de 45 - 50 micres: > 4 m2/kg\par IMPRIMACI\'d3 ANTIOXIDANT AL CLORCAUTX\'da:\par Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxaLVALh o pistola.\par Temperatura d'inflamaci\'f3 (INTA 16 02 32): > 23\'b0C\par Temps d'assecatge a 23 \'b12\'b0C i 50 \'b15% HR (INTA 16 02 29):\par - Al tacte: < 45 min\par - Totalment seca: < 4 h\par Pes espec\'edfic a 20\'b0C: > 17,3 kN/m3\par Rendiment per una capa de 40 - 45 micres: > 4 m2/kg\par IMPRIMACI\'d3 ANTIOXIDANT AL POLIURET\'c0:\par Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa o pistola.\par Temps d'assecatge a 23 \'b12\'b0C i 50 \'b15% HR (INTA 16 02 29):\par - Al tacte: < 15 min\par - Totalment seca: < 2 h\par Pes espec\'edfic a 20\'b0C: > 13,5 kN/m3\par Rendiment per una capa de 40 - 45 micres: > 4 m2/kg\par IMPRIMACI\'d3 DE L\'c0TEX:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells ni dip\'f2sits durs\par - Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa. Ha de fer c\'f3rrer la brotxa i ha de fluir b\'e9, i ha de deixar una capa uniforme despr\'e9s de l\'92assecat\par - Temps d'assecatge a 23 \'b12\'b0C i 50 \'b15% HR (INTA 16 02 29):\par - Al tacte: < 30 min\par - Totalment seca: < 2 h\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - Adher\'e8ncia (UNE 48-032): <= 2\par IMPRIMACI\'d3 FOSFATANT:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - La mescla preparada, al cap de 3 minuts d'agitaci\'f3, no ha de tenir co\'e0guls, pells ni dip\'f2sits durs\par - Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa. Ha de fer c\'f3rrer la brotxa i ha de fluir b\'e9, i ha de deixar una capa uniforme despr\'e9s de l\'92assecat\par - Temps d'assecatge a 23 \'b12\'b0C i 50 \'b15% HR (INTA 16 02 29):\par - Al tacte: < 15 min\par - Totalment seca: < 1 h\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - Gruix de la capa: 4 - 10 micres\par - Adher\'e8ncia (UNE 48-032): <= 2\par PINTURA DECAPANT:\par Ha de ser d'evaporaci\'f3 rLVALi\'e0pida.\par Un cop aplicat ha de desprendre les capes de pintura en pocs minuts.\par Ha de tenir una consist\'e8ncia per a la seva aplicaci\'f3 amb brotxa o esp\'e0tula.\par POL\'cdMER ACR\'cdLIC, ORG\'c0NIC O INORG\'c0NIC:\par Temps d'assecatge: <= 30 min\par Temps d'assecatge per a repintar: > 8 h\par Pes espec\'edfic: 13 kN/m3\par PROTECTOR QU\'cdMIC INSECTICIDA-FUNGICIDA:\par Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells ni dip\'f2sits durs.\par Ha de tenir una consist\'e8ncia adequada per a impregnar b\'e9 les fibres.\par Adher\'e8ncia (UNE 48-032): <= 2\par SEGELLADORA:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells, dip\'f2sits durs ni flotaci\'f3 de pigments.\par - Ha de tenir una diluci\'f3 adequada per a la seva aplicaci\'f3 amb brotxa. Ha de fer c\'f3rrer la brotxa, ha de fluir i anivellar b\'e9, i ha de deixar una capa uniforme despr\'e9s de l\'92assecat\par - Finor de la m\'f2lta (INTA 16 02 55): < 60 micres\par - Temperatura d'inflamaci\'f3 (INTA 16 02 32): > 30\'b0C\par - Temps d'assecatge a 23 \'b12\'b0C i 50 \'b15% HR (INTA 16 02 29):\par - Al tacte: 30 min - 4 h\par - Totalment seca: < 12 h\par - Rendiment per a una capa de 60 micres: > 10 m2/kg\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - Adher\'e8ncia (UNE 48-032): <= 2\par SOLUCI\'d3 DE SILICONA:\par Ha de tenir la consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa, corr\'f3 o pistola. Ha de impregnar b\'e9 les superf\'edcies poroses sense deixar pel\'b7l\'edcula.\par Rendiment: > 3 m2/l\par Temps d'assecatge al tacte a 20\'b0C: < 1 h\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En pots o bidons.\par A cada env\'e0s hi ha d'haver les dades seg\'fcents:\par - Identificaci\'f3 del fabricant\par - Nom comercial del producte\par - Identificaci\'f3 del producte\par - AcabLVALat, en el vern\'eds\par - Codi d'identificaci\'f3\par - Pes net o volum del producte\par - Data de caducitat\par - Instruccions d'\'fas\par - Dissolvents adequats\par - L\'edmits de temperatura\par - Temps d'assecatge al tacte, total i de repintat\par - Toxicitat i inflamabilitat\par - Color, en el vern\'eds de poliuret\'e0 de dos components\par - Temps d'inducci\'f3 de la mescla i vida de la mescla, en els productes de dos components.\par - Proporci\'f3 mescla: Base/activador, en la emprimaci\'f3 fosfatant o Base/catalitzador en la brea epoxi.\par Emmagatzematge: En llocs ventilats i no exposats al sol, dins del seu env\'e0s tancat i sense contacte amb el terra. S'ha de preservar de les gelades.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALdxk{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Pintures, pastes i esmalts.\par S'han considerat els tipus seg\'fcents:\par - Pintura a la cola: Pintura a l'aigua formada per un aglomerant a base de coles cel\'b7lul\'f2siques o anil\'e0cies i pigments resistents als \'e0lcalis\par - Pintura a la cal\'e7: Dissoluci\'f3 en aigua, l'aglutinant i el pigment de la qual \'e9s l'hidr\'f2xid de cal\'e7 o la cal\'e7 apagada\par - Pintura al ciment: Dissoluci\'f3 en aigua de ciment blanc tractat i pigments resistents a l'alcalinitat\par - Pintura al l\'e0tex: Pintura a base de pol\'edmers vin\'edlics en dispersi\'f3\par - Pintura pl\'e0stica: Pintura formada per un aglomerant a base d'un pol\'edmer sint\'e8tic, en dispersi\'f3 aquosa i pigments c\'e0rrega-estenedors resistents als \'e0lcalis i a la intemp\'e8rie\par - Pintura acr\'edlica: Pintura formada per copol\'edmers acr\'edlics amb pigments i c\'e0rregues inorg\'e0niques, en una dispersi\'f3 aquosa. Seca a l'aire per evaporaci\'f3 del dissolvent\par - Esmalt gras: Pintura formada per olis secants barrejats amb resines dures, naturals o sint\'e8tiques i dissolvents\par - Esmalt sint\'e8tic: Pintura formada per un aglomerant de resines alqu\'eddiques, soles o modificades, pigments resistents als \'e0lcalis i a la intemp\'e8rie i additius modificadors de la brillantor. Seca a l'aire per evaporaci\'f3 del dissolvent\par - Esmalt de poliuret\'e0 d'un component: Pintura formada per un aglomerant de resines de poliuret\'e0, soles o modificades, que catalitzen amb la humitat atmosf\'e8rica i pigments resistents als \'e0lcalis i a la intemp\'e8rie, dissolta eLVALln dissolvents adequats\par - Esmalt de poliuret\'e0 de dos components: Pintura formada per copol\'edmers de resines de poliuret\'e0 flu\'efdificades i pigmentades. Seca per polimeritzaci\'f3 mitjan\'e7ant un catalitzador\par - Esmalt de poliuret\'e0 uretanat: Pintura formada per resines uretanades\par - Esmalt epoxi: Revestiment de resines epoxi, format per dos components: un enduridor i una resina, que cal barrejar abans de l'aplicaci\'f3. Seca per reacci\'f3 qu\'edmica dels dos components\par - Esmalt en dispersi\'f3 acr\'edlica: Copol\'edmers acr\'edlics en una emulsi\'f3 aquosa\par - Esmalt de clorcautx\'fa: Seca a l'aire per evaporaci\'f3 del dissolvent\par - Pasta pl\'e0stica de picar: Pintura formada per un vehicle a base d'un pol\'edmer sint\'e8tic, en dispersi\'f3 aquosa i pigments c\'e0rrega-estenedors resistents als \'e0lcalis i la intemp\'e8rie\par PINTURA A LA COLA:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells, dip\'f2sits durs ni flotaci\'f3 de pigments.\par - Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa o amb corr\'f3. Ha de fer c\'f3rrer la brotxa, ha de fluir, ha d'anivellar b\'e9 i ha de deixar una capa uniforme despr\'e9s de l\'92assecat\par - Finor de m\'f2lta dels pigments (INTA 16 02 55): < 50 micres\par - Temperatura d'inflamaci\'f3 (INTA 16 02 32A): Ininflamable\par - Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: 2 h\par - Totalment sec: 4 h\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - La pintura ha de ser de color estable.\par - Adher\'e8ncia (UNE 48-032): <= 2\par PINTURA A LA CAL\'c7:\par Un cop preparada ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa, corr\'f3 o procediments neum\'e0tics fins a l'impregnaci\'f3 dels porus de la superf\'edcie a tractar.\par Despr\'e9s d'assecar-se s'han d'aplicar dues capes d'acabat.\LVALmpar Un cop seca, ha de ser resistent a la intemp\'e8rie, ha d'endurir amb la humitat i el temps i ha de tenir propietats microbicides.\par PINTURA AL CIMENT:\par Un cop preparada ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa, corr\'f3 o pistola fins a l'impregnaci\'f3 de la superf\'edcie a tractar.\par Un cop seca ha de ser resistent a la intemp\'e8rie.\par PINTURA AL L\'c0TEX:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells, ni dip\'f2sits durs\par - Un cop preparada ha de fer c\'f3rrer la brotxa, ha de fluir, ha d'anivellar b\'e9 i ha de deixar una capa uniforme despr\'e9s de l\'92assecat\par - Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29): \par - Al tacte: < 30\par - Totalment sec: < 2 h\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - Adher\'e8ncia (UNE 48-032): <= 2\par PINTURA PL\'c0STICA:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - La pintura continguda al seu env\'e0s original recentment obert, no ha de presentar senyals de putrefacci\'f3, pells ni materies extranyes.\par - Amb l'env\'e0s ple i sotmesa a agitaci\'f3 (UNE_EN 21513 i UNE 48-083) no ha de tenir co\'e0guls, pells, dip\'f2sits durs ni flotaci\'f3 de pigments\par - Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa o amb corr\'f3. Ha de fer c\'f3rrer la brotxa, ha de fluir, ha d'anivellar b\'e9 i ha de deixar una capa uniforme despr\'e9s de l\'92assecat\par - Finor de m\'f2lta dels pigments (INTA 16 02 55): < 50 micres\par - Temps d\'92assecat a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 1 h\par - Totalment sec: < 2 h\par - Pes espec\'edfic:\par - Pintura per a interiors: < 16 kN/m3\par - Pintura per a exteriors: < 15 kN/m3\par - Rendiment: > 6 m2/kg\par - Relaci\'f3 volum pigments + c\'e0rregues/volum pigments, pes c\'e0rregues, aLVALnglomerat s\'f2lid (PVC): < 80%\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - La pintura ha de ser de color estable, i per a exteriors, insaponificable.\par - Adher\'e8ncia (UNE 48-032): <= 2\par - Capacitat de recobriment (UNE 48-259): Relaci\'f3 constant >= 0,98\par - Resist\'e8ncia al rentat (DIN 53778):\par - Pintura pl\'e0stica per a interiors o pasta pl\'e0stica: >= 1000 cicles\par - Pintura pl\'e0stica per a exteriors: >= 5000 cicles\par - Solidesa a la llum (NF-T-30.057): Ha de complir\par - Transmissi\'f3 del vapor d'aigua (NF-T-30.018): Ha de complir\par PINTURA PL\'c0STICA PER A EXTERIORS:\par Resist\'e8ncia a la immersi\'f3 (UNE 48-144): No s'observen canvis o defectes\par Resist\'e8ncia a la intemp\'e8rie (DIN 18363): Ha de complir\par Resist\'e8ncia a l'abrasi\'f3 (NF-T-30.015): Ha de complir\par Resist\'e8ncia a la calor (UNE 48-033): Ha de complir\par PINTURA ACR\'cdLICA:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Un cop preparada ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa, corr\'f3 o procediments pneum\'e0tics\par - Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 4 h\par - Totalment sec: < 14 h\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - La pintura ha de ser de color estable i insaponificable.\par - Ha de ser resistent a la intemp\'e8rie.\par ESMALT GRAS:\par Un cop preparada ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa, corr\'f3 o pistola fins a la impregnaci\'f3 de la superf\'edcie a tractar.\par Temperatura d'inflamaci\'f3 (INTA 16 02 32A): > 30\'b0C\par Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 1 h\par - Totalment sec: < 6 h\par Un cop sec, ha de tenir bona resist\'e8ncia al fregament i al rentat.\par ESMALT SINT\'c8TIC:\par No ha de tenir resines fen\'f2liques (INTA 16 04 23) ni de colofonia (INTA 16 04 22).\par Caracter\'edstiques de la LVALopel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells, dip\'f2sits durs ni flotaci\'f3 de pigments.\par - Ha de tenir la consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa. Ha de fer c\'f3rrer la brotxa, ha de fluir b\'e9 i ha de deixar una capa uniforme despr\'e9s de l'assecatge.\par - Finor de m\'f2lta dels pigments (INTA 16 02 55): < 25 micres\par - Temperatura d'inflamaci\'f3 (INTA 16 02 32A): > 30\'b0C\par - Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 3 h\par - Totalment sec: < 8 h\par - Material vol\'e0til (INTA 16 02 31): >= 70 \'b1 5%\par - Rendiment per a una capa de 30 micres: >= 5 m2/kg\par - \'cdndex d'anivellament a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 89): >= 5\par - \'cdndex de despreniments a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 88): >= 4\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - La pintura ha de ser de color estable i insaponificable.\par - Adher\'e8ncia (UNE 48-032): <= 2\par - Ha de ser resistent a la intemp\'e8rie (INTA 16 06 02).\par - Envelliment accelerat (INTA 16 06 55): < 6 unitats p\'e8rdua de lluminositat (INTA 16 02 08)\par - Resist\'e8ncia a l'abrasi\'f3 (UNE 56-818): Danys moderats\par - Esgrogue\'efment accelerat per colors amb reflect\'e0ncia aparent superior al 80% (INTA 160.603): < 0,12\par ESMALT DE POLIURET\'c0 D'UN COMPONENT:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells, dip\'f2sits durs ni flotaci\'f3 de pigments.\par - Ha de tenir la consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa. Ha de fer c\'f3rrer la brotxa, ha de fluir b\'e9 i ha de deixar una capa uniforme despr\'e9s de l'assecatge.\par - Temperatura d'inflamaci\'f3 (INTA 16 02 32A): > 30\'b0C\par - Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par LVALp- Al tacte: < 3 h\par - Totalment sec: < 8 h\par - \'cdndex d'anivellament a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 89): >= 5\par - \'cdndex de despreniments a 23 \'b1 2\'b0C i 50 \'b1 5% HR (INTA 16 02 88): >= 4\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - La pintura ha de ser de color estable i insaponificable.\par - Adher\'e8ncia (UNE 48-032): <= 2\par - Ha de ser resistent a la intemp\'e8rie (INTA 16 06 02).\par - Envelliment accelerat (INTA 16 06 05): < 6 unitats p\'e8rdua de lluminositat (INTA 16 02 08)\par - Resist\'e8ncia a l'abrasi\'f3 (UNE 56-818): Danys petits\par - Adher\'e8ncia i resist\'e8ncia a l'impacte:\par +----------------------------------------------------------------------+\par \'a6 \'a6A les 24 h\'a6 Al cap de 7 dies\'a6\par \'a6-----------------------------------------\'a6----------\'a6-----------------\'a6\par \'a6Adher\'e8ncia al quadriculat: \'a6 100% \'a6 100% \'a6\par \'a6Impacte directe o indirecte: \'a6 \'a6 \'a6\par \'a6Bola de 12,5 des de 50 cm (INTA 160.266) \'a6 B\'e9 \'a6 Ha de complir \'a6\par +----------------------------------------------------------------------+\par - Resist\'e8ncia a la c\'e0rrega concentrada en moviment (UNE 56-814): Danys moderats \par - Resist\'e8ncia a la c\'e0rrega rodant (UNE 56-815): Danys petits \par - Resist\'e8ncia a la c\'e0rrega arrossegada (UNE 56-816): Danys petits \par - Resist\'e8ncia al ratllat (UNE 48-173): Resistent\par - Resist\'e8ncia a la calor (UNE 48-033): Ha de complir\par - Resist\'e8ncia qu\'edmica:\par - A l'\'e0cid c\'edtric al 10%: 15 dies\par - A l'acid l\'e0ctic al 5%: 15 dies\par - A l'\'e0cid ac\'e8tic al 5%: 15 dies\par - A l'oli de cremar: Cap modificaci\'f3\par - Al xilol: Cap modificaci\'f3\par - Al clorur s\'f2dic al 20%: 15 dies\par - A l'aigua: 15 dies\par ESMALT DE POLIURET\'c0 DE DOS COMPONENTS:\par Cal barrejar els doLVALqs components abans de l'aplicaci\'f3.\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Ha de tenir la consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa. Ha de fer c\'f3rrer la brotxa, ha de fluir b\'e9 i ha de deixar una capa uniforme despr\'e9s de l'assecatge.\par - Temperatura d'inflamaci\'f3 (INTA 16 02 32A): > 30\'b0C\par - Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 3 h\par - Totalment sec: < 8 h\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - La pintura ha de ser de color estable i insaponificable.\par - Adher\'e8ncia (UNE 48-032): <= 2\par - Ha de ser resistent a la intemp\'e8rie (INTA 16 06 02).\par - Envelliment accelerat (INTA 16 06 55): < 6 unitats p\'e8rdua de lluminositat (INTA 16 02 08)\par - Resist\'e8ncia a l'abrasi\'f3 (UNE 56-818): Danys petits\par - Ha de tenir bona resist\'e8ncia qu\'edmica als \'e0cids dilu\'efts, als hidrocarburs, les sals i als detergents.\par ESMALT DE POLIURET\'c0 URETANAT:\par Un cop preparada ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa, corr\'f3 o pistola fins a la impregnaci\'f3 de la superf\'edcie a tractar.\par Temps d'assecatge a 20\'b0C: 1 - 2 h\par Ha de tenir bona resist\'e8ncia a l'aigua salada i al sol.\par ESMALT DE DISPERSI\'d3 ACR\'cdLICA:\par Un cop preparada ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa, corr\'f3 o pistola fins a la impregnaci\'f3 de la superf\'edcie a tractar.\par Temperatura d'inflamaci\'f3 (INTA 16 02 32A): Ininflamable\par Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 20 min\par - Totalment sec: < 1 h\par ESMALT DE CLORCAUTX\'da:\par Un cop preparada ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa o corr\'f3.\par Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 30 min\par - Totalment sec: < 2 h\par Ha de ser resistent a l'aigua dol\LVALr'e7a i salada, als \'e0cids i als \'e0lcalis.\par ESMALT EPOXI:\par Un cop preparada ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa, corr\'f3 o pistola.\par Temperatura d'inflamaci\'f3 (INTA 16 02 29): > 30\'b0C\par Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 30 min\par - Totalment sec: < 10 h\par Ha de tenir bona resist\'e8ncia al desgast.\par Ha de ser resistent a l'\'e0cid l\'e0ctic 1%, ac\'e8tic 10%, clorh\'eddric 20%, c\'edtric 30%, sosa i solucions b\'e0siques, als hidrocarburs (benzina, queros\'e8) als olis animals i vegetals, a l'aigua, als detergents i a l'alcohol et\'edlic 10%.\par Resist\'e8ncia mec\'e0nica (despr\'e8s de 7 dies de polimeritzaci\'f3):\par - Tracci\'f3: >= 16 N/mm2\par - Compressi\'f3: >= 85 N/mm2\par Resist\'e8ncia a la temperatura: 80\'b0C\par PASTA PL\'c0STICA DE PICAR:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l'env\'e0s ple i al cap de 3 minuts d'agitaci\'f3 (INTA 16 32 03) no ha de tenir co\'e0guls, pells, dip\'f2sits durs ni flotaci\'f3 de pigments.\par - Ha de tenir una consist\'e8ncia adequada.\par - Finor de m\'f2lta dels pigments (INTA 16 02 55): < 50 micres\par - Temps d\'92assecat a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (INTA 16 02 29):\par - Al tacte: < 1 h\par - Totalment sec: < 2 h\par - Pes espec\'edfic: < 17 kN/m3\par - Relaci\'f3: volum del pigment/volum de la resina (PVC): < 80%\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - La pintura ha de ser de color estable i insaponificable.\par - Adher\'e8ncia (UNE 48-032): <= 2\par - Resist\'e8ncia al rentat (DIN 53778):\par - Pintura pl\'e0stica per a interiors o pasta pl\'e0stica: >= 1000 cicles\par - Pintura pl\'e0stica per a exteriors: >= 5000 cicles\par - Solidesa a la llum (NF-T-30.057): Ha de complir\par - Transmissi\'f3 del vapor d'aigua (NF-T-30.018): Ha de complir\par - Resist\'e8ncia a la immersi\'f3 (UNE 48-144): No s'observen canvis o defectes\par - ReLVALssist\'e8ncia a la intemp\'e8rie (DIN 18363): Ha de complir\par - Resist\'e8ncia a l'abrasi\'f3 (NF-T-30.015): Ha de complir\par - Resist\'e8ncia a la calor (UNE 48-033): Ha de complir\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par PINTURA A LA COLA, AL L\'c0TEX, ACR\'cdLICA, PL\'c0STICA, ESMALT GRAS, SINT\'c8TIC, DE POLIURET\'c0, DE DISPERSI\'d3 ACR\'cdLICA, EPOXI I PASTA DE PICAR:\par Subministrament: En pots o bidons.\par A cada env\'e0s hi ha d'haver les dades seg\'fcents:\par - Identificaci\'f3 del fabricant\par - Nom comercial del producte\par - Identificaci\'f3 del producte\par - Codi d'identificaci\'f3\par - Pes net o volum del producte\par - Data de caducitat\par - Instruccions d'\'fas\par - Dissolvents adequats\par - L\'edmits de temperatura\par - Temps d'assecatge al tacte, total i de repintat\par - Toxicitat i inflamabilitat\par - Proporci\'f3 de la barreja i temps d'utilitzaci\'f3, en els productes de dos components\par - Color i acabat, en la pintura pl\'e0stica o al l\'e0tex i en l'esmalt sint\'e8tic, de poliuret\'e0\par Emmagatzematge: En llocs ventilats i no exposats al sol, dins del seu env\'e0s tancat i sense contacte amb el terra. S'ha de preservar de les gelades.\par PINTURA A LA CAL\'c7:\par Subministrament de la cal\'e7 a\'e8ria en terrossos o envasada.\par La cal\'e7 hidr\'e0ulica ha de subministrar-se en pols.\par A cada env\'e0s hi ha d'haver les dades seg\'fcents:\par - Identificaci\'f3 del fabricant\par - Nom comercial del producte\par - Identificaci\'f3 del producte\par - Codi d'identificaci\'f3\par - Pes net o volum del producte\par - Toxicitat i inflamabilitat\par Emmagatzematge: En llocs ventilats i no exposats al sol, dins del seu env\'e0s tancat i sense contacte amb el terra. S'ha de preservar de les gelades.\par PINTURA AL CIMENT:\par Subministrament: En pols, en envasos adequats.\par A cada env\'e0s hi ha d'haver les dades seg\'fcents:\par - Identificaci\'f3 del fabricant\par - Nom comercial del producte\par - Identificaci\'f3 del producte\par  LVAL - Codi d'identificaci\'f3\par - Pes net o volum del producte\par - Instruccions d'\'fas\par - Temps d'estabilitat de la barreja\par - Temperatura m\'ednima d'aplicaci\'f3\par - Temps d'assecatge\par - Rendiment te\'f2ric en m/l\par - Color\par Emmagatzematge: En llocs ventilats i no exposats al sol, dins del seu env\'e0s tancat i sense contacte amb el terra. S'ha de preservar de les gelades.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL6u{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de revestiment a\'efllant amb morter sobre elements superficials o lineals.\par S'han considerat els tipus seg\'fcents:\par - Revestiment a\'efllant d'1 a 1,5 cm de gruix amb morter d'escaiola i perlita est\'e8s sobre elements superficials amb mitjans manuals\par - Revestiment a\'efllant de 2 a 5 cm de gruix amb morter de ciment i perlita amb vermiculita, projectat sobre elements superficials o lineals.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par A\'efllament est\'e8s amb mitjans manuals:\par - Neteja i preparaci\'f3 del suport\par - Estesa del material\par A\'efllament projectat:\par - Neteja i preparaci\'f3 del suport\par - Projecci\'f3 del material en varies capes\par - Cura\par CONDICIONS GENERALS:\par L'a\'efllament ha de ser continu i ha de cobrir tota la superf\'edcie per a\'efllar.\par Ha de tenir un aspecte uniforme i sense defectes.\par A la superf\'edcie seca no hi ha d'haver fissures, forats o d'altres defectes.\par A\'cfLLAMENT EST\'c8S AMB MITJANS MANUALS:\par La superf\'edcie del revestiment ha de quedar llisa, amb la planor i l'aplomat previstos.\par Toler\'e0ncies d'execuci\'f3:\par - Planor: \'b1 10 mm/2 m\par - Aplomat: \'b1 10 mm/3 m\par A\'cfLLAMENT PROJECTAT:\par L'a\'efllament ha de quedar ben adherit al suport.\par L'element ha de quedar revestit de manera uniforme i amb acabat rug\'f3s.\par Toler\'e0ncies d'execuci\'f3:\par +----------------------------------+\par \'a6Gruix de l'a\'efllament \'a6Toler\'e0ncia \'a6\par \'a6 (cm) \'a6 (mm) \'a6\parLVAL \'a6---------------------\'a6------------\'a6\par \'a6 2 - 2,5 \'a6- 2 / + 15 \'a6\par \'a6 3 - 4 \'a6- 3 / + 15 \'a6\par \'a6 5 \'a6- 5 / + 15 \'a6\par +----------------------------------+\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha d'aplicar sobre superf\'edcies netes.\par S'han de picar els elements no rugosos per tal d'afavorir l'adher\'e8ncia del morter.\par La temperatura de treball ha de ser >= 5\'b0C.\par S'ha d'aplicar abans que s'hagi iniciat el proc\'e9s d'adormiment.\par S'ha de protegir de pluges, gla\'e7ades, temperatures altes, vibracions i impactes fins al seu enduriment.\par No s'han d'afegir additius al producte preparat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad en caso de incendio DB-SI.\par\pard\par }LVALew{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Morter de ciment i perlita amb vermiculita.\par S'han considerat les formes de subministrament seg\'fcents:\par - En sacs\par - Pastat per a projectar\par CARACTER\'cdSTIQUES GENERALS:\par Mescla preparada de ciment amb perlita i vermiculita expandides. Si el subministrament \'e9s en sacs s'hi ha d'afegir aigua en les proporcions adequades, per a formar el morter. Pot portar additius incorporats.\par Si es subministra pastat per a projectar, la mescla porta l'aigua i els possibles additius.\par El morter pastat, no ha de tenir grumolls ni principis d'aglomeraci\'f3.\par En la mescla subministrada en sacs, del proc\'e9s de pastat n'ha de resultar una barreja homog\'e8nia i sense segregacions, amb una quantitat aproximada d'aigua d'1 l per kg.\par Conductivitat t\'e8rmica:\par +-----------------------------------------------------------------+\par \'a6 Subministrament \'a6 Densitat aparent \'a6 Conductivitat t\'e8rmica \'a6\par \'a6 \'a6 (kg/m3) \'a6 (a 20\'b0C) (W/m K) \'a6\par \'a6-----------------\'a6-----------------------\'a6-----------------------\'a6\par \'a6 En sacs \'a6 Perlita 80-120 \'a6 Perlita <= 0,052 \'a6\par \'a6 \'a6 Vermiculita 80-100 \'a6 Vermiculita <= 0,070 \'a6\par \'a6 \'a6 Mescla en sec 350-400 \'a6 \'a6\par \'a6-----------------\'a6-----------------------\'a6-----------------------\'a6\par \'a6 Pastat per a \'a6 500 - 600 \'a6 <= 0,209 \'a6\par \'a6 projectar \'a6 FLVALV \'a6 \'a6\par +-----------------------------------------------------------------+\par MORTER SUBMINISTRAT EN SACS:\par Granulometria:\par - Perlita: 0 - 3 mm\par - Vermiculita: 2 - 6 mm\par MORTER PASTAT PER A PROJECTAR:\par Resist\'e8ncia a la compressi\'f3: >= 0,8 N/mm2\par Reacci\'f3 al foc segons UNE-EN 13501-1:2002: A1 o A2-s1,d0\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par MORTER SUBMINISTRAT EN SACS:\par Subministrament: En sacs, de manera que no s'alterin les caracter\'edstiques.\par Si el material ha de ser component de la part cega del tancament exterior d\'92un espai habitable, el fabricant ha de declarar, com a m\'ednim, els valors per les propietats higrot\'e8rmiques seg\'fcents:\par - Conductivitat t\'e8rmica (W/mK)\par - Factor de resist\'e8ncia a la difusi\'f3 del vapor d\'92aigua\par En el sac han de figurar les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Pes net o volum\par Emmagatzematge: En lloc sec, protegit de la intemp\'e8rie, sense contacte directe amb el terreny i de manera que no s'alterin les seves caracter\'edstiques.\par MORTER PASTAT PER A PROJECTAR:\par No hi ha condicions espec\'edfiques de subministrament ni d'emmagatzematge.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }xH $ 2 EEǼ{C0?@@@@@t@ ELE_SIS_ID___BD7FP260Tub PVC-U paret massissa,sanejam.pressi,DN=125mm,PN=6bar,p/uni anella elastom.@*mBD7FP260ETVEN.2VEN.37--##### 0?HzG@HzG@HzG@HzG@@t@A"__BDW3B800Accessori genric p/tub PVC,D=125mm0@)uBDW3B800ETVEN.2VEN.3  0?)\(?)\(?)\(?)\(?@t@A"__BDY3B800Element munt. p/tub PVC,D=125mm2@(uBDY3B800ETVEN.2VEN.3 0?{GM@{GM@{GM@{GM@ p@t 20 mm, amb >= kg/m3 de cim__B064300CFormig HM-20/P/20/I,>=200kg/m3 ciment@'m3B064300CETVEN.2VEN.3 0?{GR@{GR@{GR@{GR@ @ @__B065960JFormig HA-25/B/20/IIa,>=275kg/m3 ciment, hidrfug@#m3B065960JETB065960JBanc GISA Edificaci Obra NovaVEN.3WMM 0? ףp= ? ףp= ? ףp= ? ףp= ? @__B7711F00Vel poliet.g=100m,96g/m23@ m2B7711F00ETB7711F00Banc GISA Edificaci Obra NovaVEN.3>44 0?Hz3@Hz3@Hz3@Hz3@ @__A0137000Ajudant col.locadorAjudant col.locadorhA0137000EMA0137000Banc GISA Edificaci Obra NovaVEN.3KAA 0?= ףp5@= ףp5@= ףp5@= ףp5@ @__A0127000Oficial 1a col.locadorOficial 1a col.locadorhA0127000EMA0127000Banc GISA Edificaci Obra NovaVEN.3QGG    0?Q82@Q82@Q82@Q82@ @__B0332300Grava pedra granit.50-70mm4@tB0332300ETB0332300Banc GISA Edificaci Obra NovaVEN.3=33 0?p= ף'@p= ף'@p= ף'@p= ף'@ @__C133A030Pic vibrant,dplex,1300 kg Pic vibrant dplex de 1300 kghC133A030EQC133A030Banc GISA Edificaci Obra NovaVEN.3^TT       0?Ql@Ql@Ql@Ql@@p@__B7D20023Morter ciment+perlita+vermic.,past.proj.elem.lin.V@m3B7D20023ETVEN.2VEN.3 LVALsc\'e0rrega i manipulaci\'f3 dels elements s'ha de fer de forma que no rebin cops.\par Durant el proc\'e9s de col\'b7locaci\'f3 no s'han de produir desperfectes en la superf\'edcie del tub.\par En cas d'interrompre's la col\'b7locaci\'f3 dels tubs s'ha d'evitar la seva obstrucci\'f3 i s'ha d'assegurar el seu desgu\'e0s. Quan es reprenguin els treballs s'ha de comprovar que no s'hagi introdu\'eft cap cos estrany a l'interior dels tubs.\par Per a fer la uni\'f3 dels tubs no s\'92han de for\'e7ar ni deformar els extrems.\par La uni\'f3 entre els tubs i altres elements d'obra s'ha de fer garantint la no transmissi\'f3 de c\'e0rregues, la impermeabilitat i l'adher\'e8ncia amb les parets.\par Si es produeixen fuites apreciables durant la prova d'estanquitat, el contractista ha de corregir els defectes i procedir de nou a fer la prova.\par Es de bona pr\'e0ctica l\'92estesa de tubs amb l\'92extrem mascle inserit en l\'92embocaduda en el mateix sentit de circulaci\'f3 que el previst per el flux de sanejament.\par Els tubs de PVC-U a pressi\'f3 mai haurien d\'92encofrar-se amb formig\'f3.\par PENJAT DEL SOSTRE:\par No s'han de manipular ni corbar els tubs.\par Els canvis direccionals i les connexions s'han de fer per mitj\'e0 de peces especials.\par Tots els talls s'han de fer perpendicularment a l'eix del tub.\par S\'92han d\'92instal.lar els absorbidors de dilataci\'f3 necessaris.\par La canonada principal s\'92ha de prolongar 30 cm des de la primera connexi\'f3\par COL\'b7LOCACI\'d3 AL FONS DE LA RASA:\par Abans de baixar els elements a la rasa la DF ha d'examinar-los, rebutjant els que presentin algun defecte.\par Abans de la col\'b7locaci\'f3 dels elements cal comprovar que la rasant, l'ampl\'e0ria, la fond\'e0ria i el nivell fre\'e0tic de la rasa corresponen als especificats en la DT. En cas contrari cal avisar la DF.\par El fons de la rasa ha d'estar net abans de baixar els elements.\par Els tubs i rases s\'92han de mantenir lliures d\'92aigua, per aix\'f2 \'e9s de bona pr\'e0ctica muntar els tubs en seLVAL'{{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Granulats utilitzats per a algun dels usos seg\'fcents:\par - Confecci\'f3 de formigons\par - Confecci\'f3 de barreges grava-ciment per a paviments\par - Material per a drenatges\par - Material per a paviments\par El seu origen pot ser:\par - Granulats naturals, procedents d'un jaciment natural\par - Granulats naturals, obtinguts per matxucament de roques naturals\par - Granulats procedents d'esc\'f2ries sider\'fargiques\par - Granulats procedents del reciclatge de residus de la construcci\'f3 o demolicions, provenints d\'92una planta legalment autoritzada per al tractament d\'92aquests residus\par Els granulats naturals poden ser:\par - De pedra gran\'edtica\par - De pedra calc\'e0ria\par Els granulats procedents del reciclatge d'enderrocs de la construcci\'f3 que s'han considerat s\'f3n els seg\'fcents:\par - Granulats reciclats provinents de construcci\'f3 de ma\'f3\par - Granulats reciclats provinents de formig\'f3\par - Granulats reciclats mixtes\par - Granulats reciclats prioritariament naturals\par CARACTER\'cdSTIQUES GENERALS:\par Els granulats procedents de reciclatge d'enderrocs no han de contenir en cap cas restes provinents de construccions amb patologies estructurals, com ara ciment alumin\'f3s, granulats amb sulfurs, s\'edlice amorfa o corrosi\'f3 de les armadures.\par Els gr\'e0nuls han de tenir forma arrodonida o poli\'e8drica.\par La composici\'f3 granulom\'e8trica ha de ser l'adequada al seu \'fas i ha de ser la que es defineix a la partida d'obra en qu\'e8 intervingui o, si no hi consta, la que estableixi expl\'edcitament la DF.\pLVAL|ar Han de ser nets, resistents i de granulometria uniforme.\par No han de tenir pols, brut\'edcia, argila, margues o d'altres mat\'e8ries estranyes.\par Di\'e0metre m\'ednim: 98% retingut tam\'eds 4 (UNE_EN 933-2)\par GRANULATS PROCEDENTS DE RECICLATGE DE RESIDUS DE LA CONSTRUCCI\'d3 I DEMOLICIONS:\par El material ha de procedir d\'92una planta autoritzada legalment per al tractament de residus de la construcci\'f3.\par El material no ha de ser susceptible de cap mena de meteoritzaci\'f3 o d\'92alteraci\'f3 f\'edsica o qu\'edmica sota les condicions mes desfavorables que presumiblement es puguin donar al lloc d\'92utilitzaci\'f3.\par No han de donar lloc, amb l\'92aigua, a dissolucions que puguin causar danys a estructures, capes de ferms, o contaminar el s\'f2l o corrents d\'92aigua.\par GRANULATS RECICLATS PROVINENTS DE CONSTRUCCI\'d3 DE MA\'d3:\par El seu origen ha de ser construccions de ma\'f3, amb un contingut final de cer\'e0mica superior al 10% en pes.\par Contingut de ma\'f3 + morters + formigons: >= 90% en pes\par Contingut d'elements met\'e0l\'b7lics: Nul\par \'das admissible: Reblerts per a drenatges i protecci\'f3 de cobertes\par GRANULATS RECICLATS PROVINENTS DE FORMIGONS:\par El seu origen ha de ser de construccions de formig\'f3, sense barreja d'altres enderrocs.\par Contingut de formig\'f3: > 95%\par Contingut d'elements met\'e0l\'b7lics: Nul\par \'das admissible:\par - Drenatges\par - Formigons de resistencia caracter\'edstica <= 20 N/mm2 utilitzats en classes d'exposici\'f3 I o Iib\par - Protecci\'f3 de cobertes\par - Bases i subases de paviments\par GRANULATS RECICLATS MIXTES:\par El seu origen ha de ser enderrocs de construccions de ma\'f3 i formig\'f3, amb una densitat dels elements massissos > 1600 kg/m3.\par Contingut de cer\'e0mica: <= 10% en pes\par Contingut total de matxuca de formig\'f3 + ma\'f3 + morter: >= 95% en pes\par Contingut d'elements met\'e0l\'b7lics: Nul\par \'das admissible:\par - Drenatges\par - Formigons en massa\par GRANULATS RECICLATS PRIORITARIAMELVAL}NT NATURALS:\par Granulats obtinguts de pedrera amb incorporaci\'f3 d'un 20% de granulats reciclats provinents de formig\'f3.\par \'das admissible:\par - Drenatges i formigons utilitzats en classes d'exposici\'f3 I o IIb\par S'han considerat les seg\'fcents utilitzacions de les graves:\par - Per a confecci\'f3 de formigons\par - Per a drens\par - Per a paviments\par - Per a confecci\'f3 de mescles grava-ciment tipus GC-1 o GC-2\par GRANULATS PROCEDENTS D'ESCORIES SIDER\'daRGIQUES\par Contingut de silicats inestables: Nul\par Contingut de compostos f\'e8rrics: Nul\par GRAVA PER A LA CONFECCI\'d3 DE FORMIGONS:\par Si el formig\'f3 porta armadures, la grand\'e0ria m\'e0xima del granulat \'e9s el valor m\'e9s petit dels seg\'fcents:\par - 0,8 de la dist\'e0ncia lliure horitzontal entre beines o armadures que formin grup, o entre un parament de la pe\'e7a i una beina o armadura que formi un angle >45\'ba (amb la direcci\'f3 de formigonat)\par - 1,25 de la dist\'e0ncia entre un parament de la pe\'e7a i una beina o armadura que formi un angle <=45\'ba (amb la direcci\'f3 de formigonat)\par - 0,25 de la dimensi\'f3 m\'ednima de la pe\'e7a que es formigona amb les excepcions seg\'fcents:\par - Lloses superiors de sostres, amb TMA < 0,4 del gruix m\'ednim\par - Peces d'execuci\'f3 molt curosa i elements en els que l'efecte de la paret de l'encofrat sigui redu\'eft (sostres encofrats a una sola cara), amb TMA < 0,33 del gruix m\'ednim\par Tot el granulat ha de ser d'una mida inferior al doble del l\'edmit m\'e9s petit aplicable a cada cas.\par Fins que passen pel tam\'eds 0,063 (UNE_EN 933-2):\par - Per a graves calc\'e0ries: <= 2% en pes\par - Per a graves gran\'edtiques: <= 1% en pes\par - Granulats, reciclats de formig\'f3 o prioritariament naturals: < 3%\par - Per a granulats reciclats mixtos: < 5%\par Coeficient de forma per a granulats naturals o reciclats de formig\'f3 o prioritariament naturals (UNE 7-238): >= 0,20\par Terrossos d'argila (UNE 7-133): <= 0,25% en pes\par Part\'edcules toLVAL~ves (UNE 7-134): <= 5% en pes\par Material retingut pel tam\'eds 0,063 (UNE_EN 933-2) i que sura en un l\'edquid de pes espec\'edfic 20 kN/m3 (UNE 7-244): <= 1% en pes\par Compostos de sofre expressats en SO3 i referits a granulat sec (UNE_EN 1744-1):\par - Granulats reciclats mixtos: < 1% en pes\par - Altres granulats: <= 0,4% en pes\par Sulfats solubles en \'e0cids, expressats en SO3 i referits a granulat sec (UNE_EN 1744-1): <= 0,8% en pes\par Clorurs expressats en Cl- i referits a granulat sec (UNE 83-124 EX):\par - Formig\'f3 armat o en massa amb armadura de fissuraci\'f3: <= 0,05% en pes\par - Formig\'f3 pretesat: <= 0,03% en pes\par L'i\'f3 clor total aportat pels components d'un formig\'f3 no pot excedir:\par - Pretensat: <= 0,2% pes del ciment\par - Armat: <= 0,4% pes del ciment\par - En massa amb armadura de fissuraci\'f3: <= 0,4% pes del ciment\par Contingut de pirites o d'altres sulfurs: 0%\par Contingut de i\'f3 Cl-:\par - Granulats reciclats mixtos: < 0,06%\par Contingut de mat\'e8ria org\'e0nica per a granulats naturals o reciclats prioritariament naturals (UNE 7-082): Baix o nul\par Contingut de materials no petris (roba, fusta, paper...):\par - Granulats reciclats provinents de formig\'f3 o mixtos: < 0,5%\par - Altres granulats: Nul\par Contingut de restes d'asfalt:\par - Granulat reciclat mixt o provinent de formig\'f3: < 0,5%\par - Altres granulats: Nul\par Reactivitat:\par - \'c0lcali-s\'edlici o \'e0lcali-silicat (M\'e8tode qu\'edmic UNE 146-507-1 EX o M\'e8tode accelerat UNE 146-508 EX): Nul\'b7la\par - \'c0lcali-carbonat (M\'e8tode qu\'edmic UNE 146-507-2): Nul\'b7la\par Estabilitat (UNE 7-136):\par - P\'e8rdua de pes amb sulfat s\'f2dic: <= 12%\par - P\'e8rdua de pes amb sulfat magn\'e8sic: <= 18%\par Absorci\'f3 d'aigua:\par - Granulats naturals (UNE 83-133 i UNE 83-134): < 5%\par - Granulats reciclats provinents de formig\'f3: < 10%\par - Granulats reciclats mixtos: < 18%\par - Granulats reciclats prioritariament naturals: < 5%\par GRAVA PER A DRENATGLVALES:\par La mida m\'e0xima dels gr\'e0nuls ha de ser de 76 mm (tam\'eds 80 UNE 7-050) i el garbellat ponderal acumulat pel tam\'eds 0,08 (UNE 7-050) ha de ser <= 5%. La composici\'f3 granulom\'e8trica ha de ser fixada expl\'edcitament per la DF segons les caracter\'edstiques del terreny per drenar i del sistema de drenatge.\par Coeficient de desgast (assaig "Los \'c1ngeles" NLT 149): <= 40\par Equivalent de sorra: > 30\par Si s'utilitza granulats reciclats caldr\'e0 comprovar que l'inflament sigui inferior al 2% (UNE 103-502).\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Subministrament i emmagatzematge: De manera que no s'alterin les seves condicions.\par CONDICIONS DE SUBMINISTRAMENT:\par Cada c\'e0rrega de granulat ha d'anar identificada amb un full de subministrament que ha d'estar a disposici\'f3 de la DF en el que hi han de constar, com a m\'ednim, les dades seg\'fcents:\par - Nom del subministrador\par - N\'famero de s\'e8rie del full de subministrament\par - Nom de la cantera o planta subministradora en cas de material reciclat\par - Data del lliurament\par - Nom del peticionari\par - Tipus de granulat\par - Quantitat de granulat subministrat\par - Denominaci\'f3 del granulat(d/D)\par - Identificaci\'f3 del lloc de subministrament\par El subministrador de granulats procedents de reciclatge, ha d'aportar la documentaci\'f3 que garanteixi el compliment de les especificacions establertes a l'art.28.3 de la norma EHE, si el material s\'92ha d\'92utilitzar en la confecci\'f3 de formigons.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par GRAVA PER A LA CONFECCI\'d3 DE FORMIGONS:\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par GRAVA PER A PAVIMENTS:\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generale LVAL s para obras de carreteras y puentes (PG 3/75)\par GRAVA PER A DRENATGES:\par Orden de 21 de junio de 1965 por la que se aprueba la norma 5.1.-IC: Drenaje\par Orden de 14 de mayo de 1990 por la que se aprueba la Instrucci\'f3n de carreteras 5.2-IC: Drenaje superficial\par GRANULATS PROCEDENTS DE RECICLATGE DE RESIDUS DE LA CONSTRUCCI\'d3 I DEMOLICIONS:\par Ley 10/1998, de 21 de abril, de Residuos.\par Llei 15/2003, de 13 de juny, de modificaci\'f3 de la Llei 6/1993, del 15 de juliol, reguladora dels residus.\par\pard\par }LVALu{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de subbase o base per a paviment, amb tongades compactades de material granular.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Aportaci\'f3 de material\par - Estesa, humectaci\'f3 (si \'e9s necess\'e0ria), i compactaci\'f3 de cada tongada\par - Allisada de la superf\'edcie de l'\'faltima tongada\par CONDICIONS GENERALS:\par Es pot utilitzar material granular reciclat de residus de la construcci\'f3 o demolicions, provenint d\'92una planta legalment autoritzada per el tractament d\'92aquests residus.\par La capa ha de tenir el pendent especificat a la DT o, en el seu defecte, el que especifiqui la DF.\par La superf\'edcie de la capa ha de quedar plana i a nivell amb les rasants previstes a la DT.\par En tota la superf\'edcie s'ha d'arribar, com a m\'ednim, al grau de compactaci\'f3 previst expressat com a percentatge sobre la densitat m\'e0xima obtinguda en l'assaig Pr\'f2ctor Modificat (UNE 103501).\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig de rasants: + 0, - 1/5 del gruix te\'f2ric\par - Nivell de la superf\'edcie: \'b1 20 mm\par - Planor: \'b1 10 mm/3 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La capa no s'ha d'estendre fins que s'hagi comprovat que la superf\'edcie sobre la que ha d'assentar-se t\'e9 les condicions de qualitat i formes previstes, amb les toler\'e0ncies establertes. Si en aquesta superf\'edcie hi ha defectes o irregularitats que excedeixen les tolerables, s'han de corregir abanLVALs de l'execuci\'f3 de la partida d'obra.\par No s'ha d'estendre cap tongada mentre no s'hagi comprovat el grau de compactaci\'f3 de la precedent.\par S'han d'aturar els treballs quan la temperatura ambient sigui inferior a 2\'b0C.\par El contingut \'f2ptim d'humitat s'ha de determinar a l'obra, en funci\'f3 de la maquin\'e0ria disponible i dels resultats dels assaigs realitzats.\par Abans d'estendre una tongada es pot homogene\'eftzar i humidificar, si es considera necessari.\par L'estesa s'ha de fer per capes de gruix uniforme, cal evitar la segregaci\'f3 o la contaminaci\'f3.\par Totes les aportacions d'aigua han de fer-se abans de la compactaci\'f3. Despr\'e9s, l'\'fanica humectaci\'f3 admissible \'e9s la de la preparaci\'f3 per a col\'b7locar la capa seg\'fcent.\par La compactaci\'f3 s'ha d'efectuar longitudinalment, comen\'e7ant per les vores exteriors i progressant cap al centre per a cavalcar-se en cada recorregut en un ample no inferior a 1/3 del de l'element compactador.\par Les zones que, per la seva redu\'efda extensi\'f3, el seu pendent o la seva proximitat a obres de pas o desgu\'e0s, murs o estructures, no permetin la utilitzaci\'f3 de l'equip habitual, s'han de compactar amb els medis adequats al cas per tal d'aconseguir la densitat prevista.\par No s'autoritza el pas de vehicles i maquin\'e0ria fins que la capa no s'hagi consolidat definitivament. Els defectes que es derivin d'aquest incompliment han de ser reparats pel contractista segons les indicacions de la DF.\par Les irregularitats que excedeixin les toler\'e0ncies especificades a l'apartat anterior han de ser corregides pel constructor. Caldr\'e0 escarificar en una profunditat m\'ednima de 15 cm, afegint o retirant el material necessari tornant a compactar i allisar.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par GRUIX SENSE ESPECIFICAR:\par m3 de volum amidat segons les especificacions de la DT.\par CAPES DE GRUIX DEFINIT:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par CONDICIONS GENERALS:\par L'abo LVAL* nament dels treballs de preparaci\'f3 de la superf\'edcie d'assentament correspon a la unitat d'obra de la capa subjacent.\par No s\'f3n d'abonament els escreixos laterals ni els necessaris per a compensar la minva de gruixos de capes subjacents.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }]enh | |  ( [ 6QuB BD1ZMATERIALS AUXILIARS PER A EVACUACI D'AIGES RESIDUALSETBanc GISA Edificaci Obra NovaIE G B011NEUTRESINProjecte del Servei d'EmergncV G B01LQUIDSINProjecte del Servei d'EmergncU G B051CIMENTSETProjecte del Servei d'EmergncV G B05AGLOMERANTS I CONGLOMERANTSETProjecte del Servei d'Emergnci-) G D070MORTERS SENSE ADDITIUSECProjecte del Servei d'Emergnce)% G D07MORTERS I PASTESECProjecte del Servei d'Emergnc^" G BD51BUNERESETProjecte del Servei d'EmergncV G BD5MATERIALS PER A DRENATGESETProjecte del Servei d'Emergncg+' G ED51BUNERESPOProjecte del Servei d'EmergncV G ED5DRENATGESPOProjecte del Servei d'EmergncW G B031SORRESETProjecte del Servei d'EmergncU G BD7FTUBS DE PVC PER A CLAVEGUERES I COL.LECTORSETProjecte del Servei d'Emergncz>: G BD7TUBS PER A CLAVEGUERES I COL.LECTORSETProjecte del Servei d'Emergncr62 G BDW3ACCESSORIS GENRICS PER A DESGUASSOS I BAIXANTS DE PLSTICETProjecte del Servei d'EmergncMI G BDWACCESSORIS GENRICS PER A DESGUASSOS I BAIXANTS DE POLIPROPILETProjecte del Servei d'EmergncPL G BDY3ELEMENTS DE MUNTATGE PER A DESGUASSOS I BAIXANTS DE PLSTICETProjecte del Servei d'EmergncNJ G BDYELEMENTS DE MUNTATGE PER A BAIXANTS I DESGUASSOSETProjecte del Servei d'Emergnc~B> G BDMATERIALS PER A EVACUACI, CANALITZACI I VENTILACI ESTTICAETProjecte del Servei d'EmergncMI G ED7FCLAVEGUERONS AMB TUB DE PVCPOProjecte del Servei d'Emergncj.* G ED7CLAVEGUERONSPOProjecte del Servei d'EmergncZ G EDINSTAL.LACIONS D'EVACUACIPOProjecte del Servei d'Emergncf*& G E3CLLOSESPOBanc GISA Edificaci Obra NovaT G E3CBARMADURES PER A LLOSES DE FONAMENTSPOBanc GISA Edificaci Obra Novar62 G E9ZELEMENTS ESPECIALS PER A PAVIMENTSPOBanc GISA Edificaci Obra Novap40 G E9Z4ARMADURES PER A PAVIMENTSPOBanc GISA Edificaci Obra Novah,( G E93SOLERES I RECRESCUDESPOBanc GISA Edificaci Obra Novac'# G E936SOLERES DE FORMIGPOBanc GISA Edificaci Obra Novaa%! G E7BGEOTXTILS I LMINES SEPARADORESPOBanc GISA Edificaci Obra Novao3/ G E7B2LMINES SEPARADORES DE POLIETILPOBanc GISA Edificaci Obra Novao3/ G B77LMINES DE POLIETIL, POLIPROPIL I POLIOLEFINESETBanc GISA Edificaci Obra Nova~B> GLVAL3{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par L\'e0mina termopl\'e0stica de polietil\'e8.\par S'han considerat els tipus seg\'fcents:\par - Vel de polietil\'e8\par - L\'e0mina de baixa densitat\par - L\'e0mina d'alta densitat\par CARACTER\'cdSTIQUES GENERALS:\par La l\'e0mina ha de ser homog\'e8nia.\par La l\'e0mina estesa ha de tenir un aspecte uniforme i sense defectes. Les vores han de ser rectes.\par Ha de ser estanca a l'aigua.\par VEL DE POLIETIL\'c8:\par Ampl\'e0ria: >= 100 cm\par Llarg\'e0ria: >= 1000 cm\par Resist\'e8ncia a l'esquin\'e7ament: >= 300 N/cm\par Caracter\'edstiques mec\'e0niques:\par +--------------------------------------------------------+\par \'a6 Gruix \'a6Resist\'e8ncia a \'a6Resist\'e8ncia a\'a6 Allargament fins\'a6\par \'a6 \'a6 l'impacte \'a6 la tracci\'f3 \'a6 al trencament \'a6\par \'a6(micres) \'a6 (g) \'a6 (N/mm2) \'a6 (%) \'a6\par \'a6---------\'a6--------------\'a6-------------\'a6-----------------\'a6\par \'a6 50 \'a6 >= 80 \'a6 - \'a6 - \'a6\par \'a6 100-150 \'a6 >= 300 \'a6 >= 15 \'a6 >= 350 \'a6\par \'a6 250 \'a6 >= 600 \'a6 >= 15 \'a6 >= 350 \'a6\par +--------------------------------------------------------+\par Les caracter\'edstiques anteriors s'han de determinar segons la norma UNE 53-254.\par Toler\'e0ncies:\par - Gruix: \'b1 15%\par - Difer\'e8ncia entre el gruix mitj\'e0 real i el gruix nominal: \'b1 5%\par - Ampl\'e0ria: - 0%, + 2%\par L\'c0MINA D'ALTA DENSITAT:\par Ha de ser soldable per ambdues cares, per els procedimenLVALts habituals (aire calent, altres formes de fussi\'f3, aportaci\'f3 del mateix material calent, etc.).\par Gruix nominal: >= 1 mm\par Duresa Shore: 64\'b0\par Assaig de doblegat a baixes temperatures: No ha de tenir esquerdes\par Resist\'e8ncia a la tracci\'f3 en ambdues direccions: >= 2,5 kN/m2\par Allargament al trencament en ambdues direccions: >= 700%\par Resist\'e8ncia mec\'e0nica a la perforaci\'f3: >= 4,5 kN/cm\par Envelliment artificial accelerat:\par - P\'e8rdua d'allargament al trencament: < 15%\par - P\'e8rdua de resist\'e8ncia: < 15%\par Resist\'e8ncia a l'esquin\'e7ament: >= 9 kN\par Comportament a la calor, variaci\'f3 de les dimensions (assaig a 100\'b0C): < 3%\par Absorci\'f3 d'aigua:\par - a les 24 h: < 0,2%\par - als 6 dies: < 1%\par Resist\'e8ncia a la perforaci\'f3 per arrels: Sense perforacions\par Les caracter\'edstiques anteriors s'han de determinar segons la norma UNE 104-300.\par Toler\'e0ncies:\par - Gruix: \'b1 10%\par - Variaci\'f3 del gruix en la zona lateral de la l\'e0mina (a 60 mm de la vora): 0,15 mm\par - Ampl\'e0ria: \'b1 1%\par - Duresa Shore: \'b1 5\'b0\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Embalades en rotlles, sense unions.\par A cada rotlle hi han de figurar les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Identificaci\'f3 del producte\par - Dimensions en cm\par - Pes per m2\par - Color\par - Data de fabricaci\'f3\par Emmagatzematge: Els rotlles s'han de mantenir en el seu env\'e0s, apilats en posici\'f3 horitzontal amb un m\'e0xim de 5 filades posades en la mateixa direcci\'f3, entre 5\'b0C i 35\'b0C, en llocs protegits del sol, la pluja i la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par VEL DE POLIETIL\'c8:\par *UNE 53254-1:1978 Pl\'e1sticos. Pel\'edculas de polietileno empleadas en la construcci\'f3n. Caracter\'edsticas y m\'e9todos de ensayoLVAL(.\par L\'c0MINA D'ALTA DENSITAT:\par UNE 104300:2000 EX Materiales sint\'e9ticos. L\'e1minas de polietileno de alta densidad (PEAD) para la impermeabilizaci\'f3n en obra civil. Caracter\'edsticas y m\'e9todos de ensayo.\par\pard\par }LVAL>4{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par L\'e0mina separadora col\'b7locada no adherida.\par S'han considerat els materials seg\'fcents:\par - Vel de polietil\'e8 de 50 a 150 micres de gruix\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 del suport\par - Col\'b7locaci\'f3 de la l\'e0mina\par CONDICIONS GENERALS:\par Ha de tenir un aspecte superficial pla i regular.\par Ha de garantir la no adher\'e8ncia entre els components del sistema entre els que s'intercala.\par Ha de ser imputrescible i compatible amb els materials amb qu\'e8 hagi d'estar en contacte.\par Les l\'e0mines han de cavalcar entre elles.\par No ha de quedar adherida al suport en cap punt.\par Cavalcaments: >= 5 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par El suport ha de ser net, sense irregularitats que puguin perforar la l\'e0mina.\par Les l\'e0mines col\'b7locades s'han de protegir del pas de persones, equips o materials.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a buits, d'acord amb els criteris seg\'fcents:\par - Obertures d'1 m2 com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1 m2: Es dedueixen el 100%\par Aquests criteris inclouen les p\'e8rdues de material corresponents a retalls i cavalcaments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALɡ{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de solera amb formig\'f3 vibrat.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 del formig\'f3\par - Execuci\'f3 de junts de formigonat\par - Protecci\'f3 i cura del formig\'f3 fresc\par CONDICIONS GENERALS:\par No ha de tenir esquerdes ni discontinu\'eftats.\par La superf\'edcie acabada ha d'estar reglejada.\par Ha de tenir la textura uniforme, amb la planor i el nivell previstos.\par Ha de tenir junts transversals de retracci\'f3 cada 25 m2 i la dist\'e0ncia entre ells no ha de ser de m\'e9s de 5 m. El junts han de ser d'una fond\'e0ria >= 1/3 del gruix i d'una ampl\'e0ria de 3 mm.\par Ha de tenir junts de dilataci\'f3, a dist\'e0ncies no superiors als 30 m, de tot el gruix del paviment. Tamb\'e9 s'han de deixar junts en els acords amb d'altres elements constructius. Aquests junts han de ser d'1 cm d'ampl\'e0ria i han d'estar reblerts amb poliestir\'e8 expandit.\par Els junts de formigonament han de ser de tot el gruix del paviment i s'ha de procurar de fer-los coincidir amb els junts de retracci\'f3.\par Resist\'e8ncia caracter\'edstica estimada del formig\'f3 de la llosa (Fest) al cap de 28 dies: >= 0,9 x Fck\par Toler\'e0ncies d'execuci\'f3:\par - Gruix: - 10 mm, + 15 mm\par - Nivell: \'b1 10 mm\par - Planor: \'b1 5 mm/3 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par El formigonament s'ha de fer a una temperatura ambient entre 5\'b0C i 40\'b0C.\par S'ha de vibrar fins a aconseguir una maLVALssa compacta, sense que es produeixin segregacions.\par Durant el temps de cura i fins a aconseguir el 70% de la resist\'e8ncia prevista, s'ha de mantenir la superf\'edcie del formig\'f3 humida. Aquest proc\'e9s ha de durar com a m\'ednim:\par - 15 dies en temps calor\'f3s i sec\par - 7 dies en temps humit\par El paviment no s'ha de trepitjar durant les 24 h seg\'fcents a la seva formaci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT, amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2, com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVAL3{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge i col\'b7locaci\'f3 de l'armadura formada per barres corrugades, malla electrosoldada o conjunt de barres i/o malles d'acer, a l'excavaci\'f3, a l'encofrat o ancorades a elements de formig\'f3 existents, o soldades a perfils d\'92acer.\par S'han considerat les armadures pels elements estructurals seg\'fcents:\par - Paviments de formig\'f3\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Tallat i doblegat de l'armadura\par - Neteja de les armadures\par - Neteja del fons de l'encofrat\par - Col\'b7locaci\'f3 dels separadors\par - Muntatge i col\'b7locaci\'f3 de l'armadura\par - Subjecci\'f3 dels elements que formen l'armadura\par - Subjecci\'f3 de l'armadura a l'encofrat\par CONDICIONS GENERALS:\par Per a la elaboraci\'f3, manipulaci\'f3 i muntatge de les armadures s\'92ha de seguir les indicacions de la EHE i la UNE 36831.\par Els di\'e0metres, la forma, les dimensions i la disposici\'f3 de les armadures han de ser les que s'especifiquen a la DT.\par Les barres no han de tenir esquerdes ni fissures.\par Les armadures han de ser netes, no han de tenir \'f2xid no adherent, pintura, greix ni d'altres subst\'e0ncies perjudicials.\par La secci\'f3 equivalent de les barres de l'armadura no ha de ser inferior al 95% de la secci\'f3 nominal.\par No hi ha d'haver m\'e9s empalmaments dels que consten a la DT o autoritzi la DF.\par Els empalmaments es poden realitzar per solapa o per soldadura.\par Per a realitzar un altre tipus d'empalmament es requerir\'e0 disposar d'aLVALssaigs que demostrin que garanteixen de forma permanent una resist\'e8ncia a la ruptura no inferior a la de la menor de les dues barres que s'uneixen i que el moviment relatiu entre elles no sigui superior a 0,1 mm.\par Es pot utilitzar la soldadura per a l'elaboraci\'f3 de la ferralla sempre que es faci d'acord amb els procediments establerts a la UNE 36-832, l'acer sigui soldable i es faci a taller amb instal\'b7laci\'f3 industrial fixa. Nom\'e9s s'admet soldadura en obra en els casos previstos en la DT i autoritzats per la DF.\par La realitzaci\'f3 dels empalmaments pel que fa al procediment, la disposici\'f3 dins la pe\'e7a, la llarg\'e0ria dels solapaments i la posici\'f3 dels diferents empalmaments en barres properes, ha de seguir les prescripcions de la EHE, al article 66.6.\par A les solapes no s'han de disposar ganxos ni potes.\par No es poden disposar empalmaments per soldadura a les zones de forta curvatura de l'armadura.\par Els empalmaments per soldadura es faran d'acord amb el que estableix la norma UNE 36-832.\par Les armadures han d'estar subjectades entre elles i a l'encofrat de manera que mantinguin la seva posici\'f3 durant l'abocada i la compactaci\'f3 del formig\'f3.\par Els estreps de pilars o bigues han d'anar subjectats a les barres principals mitjan\'e7ant un lligat simple o altre procediment idoni. En cap cas es pot fer amb punts de soldadura quan les armadures estiguin a l\'92encofrat.\par Les armadures d'espera han d'estar subjectades a l'engraellat dels fonaments.\par Quan la DT exigeix recobriments superiors a 50 mm, s'ha de col\'b7locar una malla de repartiment en mig d'aquest gruix segons s'especifica a l'article 37.2.4. de la norma EHE, excepte en el cas d'elements que hagin de quedar soterrats.\par La DF ha d'aprovar la col\'b7locaci\'f3 de les armadures abans de comen\'e7ar el formigonament.\par Per a qualsevol classe d'armadures passives, inclosos els estreps, el recobriment no ha de ser inferior, en cap punt, als valors determinats en la taula 37.2.4. de la norma LVALEHE, en funci\'f3 de la classe d'exposici\'f3 ambiental a que es sotmetr\'e0 el formig\'f3 armat, segons el que indica l'article 8.2.1 de la mateixa norma.\par Dist\'e0ncia lliure armadura \'96 parament: >= D m\'e0xim, >= 0,80 granulat m\'e0xim\par Recobriment en peces formigonades contra el terreny: >= 70 mm\par Dist\'e0ncia lliure barra doblegada - parament: >= 2 D\par La realitzaci\'f3 dels ancoratges de les barres al formig\'f3, pel que fa a la forma, posici\'f3 dins la pe\'e7a i llarg\'e0ria de les barres a de seguir les prescripcions de la EHE, article 66.5.\par Toler\'e0ncies d'execuci\'f3:\par - Llarg\'e0ria d'ancoratge i solapa: -0,05L (<= 50 mm, m\'ednim 12 mm), + 0,10 L (<=50 mm)\par Les toler\'e0ncies en el recobriment i la posici\'f3 de les armadures han de complir l'especificat en la UNE 36831.\par BARRES CORRUGADES:\par Es poden col\'b7locar en contacte tres barres, com a m\'e0xim, de l'armadura principal i quatre en el cas que no hi hagi empalmaments i la pe\'e7a estigui formigonada en posici\'f3 vertical.\par El di\'e0metre equivalent del grup de les barres no ha de ser de m\'e9s de 50 mm.\par Si la pe\'e7a ha de suportar esfor\'e7os de compressi\'f3 i es formigona en posici\'f3 vertical, el di\'e0metre equivalent no ha de ser de m\'e9s de 70 mm.\par A la zona de solapa, el nombre m\'e0xim de barres en contacte ha de ser de quatre.\par No s'han de solapar barres de D >= 32 mm sense justificar satisfact\'f2riament el seu comportament.\par Els empalmaments per solapa de barres agrupades han de complir l'article 66.6 de l'EHE.\par Es prohibeix l'empalmament per solapa en grups de quatre barres.\par L'empalmament per soldadura s'ha de fer seguint les prescripcions de la UNE 36-832.\par Dist\'e0ncia lliure vertical i horitzontal entre 2 barres aillades consecutives: >= D m\'e0xim, >= 1,25 granulat m\'e0xim, >= 20 mm\par Dist\'e0ncia entre els centres dels empalmaments de barres consecutives, segons direcci\'f3 de l'armadura: >= longitud b\'e0sica d'ancoratge (Lb)\par Dist\'e0ncia entre LVALles barres d\'92un empalmament per solapa: <= 4 D\par Dist\'e0ncia entre barres traccionades empalmades per solapa: <= 4 D, >= D m\'e0xim, >= 20 mm, >= 1,25 granulat m\'e0xim\par Armadura transversal a la zona de solapament: Secci\'f3 armadura transversal (At) >= Dm\'e0x (Dm\'e0x = Secci\'f3 barra solapada de di\'e0metre major)\par MALLA ELECTROSOLDADA:\par Llarg\'e0ria de la solapa en malles acoblades: a x Lb neta:\par - Ha de complir, com a m\'ednim: >= 15 D, >= 20 cm\par Llarg\'e0ria de la solapa en malles superposades:\par - Separaci\'f3 entre elements solapats (longitudinal i transversal) > 10 D: 1,7 Lb\par - Separaci\'f3 entre elements solapats (longitudinal i transversal) <= 10 D: 2,4 Lb\par - Ha de complir com a m\'ednim: >= 15 D, >= 20 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par El doblegament de les armadures s'ha de fer en fred, a velocitat constant, de forma mec\'e0nica i amb l'ajut d'un mandr\'ed.\par No s'han d'adre\'e7ar colzes excepte si es pot verificar que no es faran malb\'e9.\par S'han de col\'b7locar separadors per a garantir el recobriment m\'ednim i no han de produir fissures ni filtracions al formig\'f3.\par En cas de realitzar soldadures s'han de seguir les disposicions de la norma UNE 36-832 i les han d'executar operaris qualificats d'acord amb la normativa vigent.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par BARRES CORRUGADES:\par kg de pes calculat segons les especificacions de la DT, d'acord amb els criteris seg\'fcents:\par - El pes unitari per al seu c\'e0lcul ha de ser el te\'f2ric\par - Per a poder utilitzar un altre valor diferent del te\'f2ric, cal l'acceptaci\'f3 expressa de la DF.\par - El pes s\'92obtindr\'e0 amidant la llarg\'e0ria total de les barres (barra+cavalcament)\par L\'92escreix d\'92amidament corresponent als retalls est\'e0 incorporat al preu de la unitat d\'92obra com a increment del rendiment (1,05 kg de barra d\'92acer per kg de barra ferrallada, dins de l\'92element compost)\par MALLA ELECTROSOLDADA:\ LVAL par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Aquest criteri inclou les p\'e8rdues i increments de material corresponents a retalls i empalmaments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural DB-SE.\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVALڽ{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge i col\'b7locaci\'f3 de l'armadura formada per barres corrugades, malla electrosoldada o conjunt de barres i/o malles d'acer, a l'excavaci\'f3, a l'encofrat o ancorades a elements de formig\'f3 existents, o soldades a perfils d\'92acer.\par S'han considerat les armadures pels elements estructurals seg\'fcents:\par - Lloses de fonament\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Tallat i doblegat de l'armadura\par - Neteja de les armadures\par - Neteja del fons de l'encofrat\par - Col\'b7locaci\'f3 dels separadors\par - Muntatge i col\'b7locaci\'f3 de l'armadura\par - Subjecci\'f3 dels elements que formen l'armadura\par - Subjecci\'f3 de l'armadura a l'encofrat\par CONDICIONS GENERALS:\par Per a la elaboraci\'f3, manipulaci\'f3 i muntatge de les armadures s\'92ha de seguir les indicacions de la EHE i la UNE 36831.\par Els di\'e0metres, la forma, les dimensions i la disposici\'f3 de les armadures han de ser les que s'especifiquen a la DT.\par Les barres no han de tenir esquerdes ni fissures.\par Les armadures han de ser netes, no han de tenir \'f2xid no adherent, pintura, greix ni d'altres subst\'e0ncies perjudicials.\par La secci\'f3 equivalent de les barres de l'armadura no ha de ser inferior al 95% de la secci\'f3 nominal.\par No hi ha d'haver m\'e9s empalmaments dels que consten a la DT o autoritzi la DF.\par Els empalmaments es poden realitzar per solapa o per soldadura.\par Per a realitzar un altre tipus d'empalmament es requerir\'e0 disposar d'assaigLVALs que demostrin que garanteixen de forma permanent una resist\'e8ncia a la ruptura no inferior a la de la menor de les dues barres que s'uneixen i que el moviment relatiu entre elles no sigui superior a 0,1 mm.\par Es pot utilitzar la soldadura per a l'elaboraci\'f3 de la ferralla sempre que es faci d'acord amb els procediments establerts a la UNE 36-832, l'acer sigui soldable i es faci a taller amb instal\'b7laci\'f3 industrial fixa. Nom\'e9s s'admet soldadura en obra en els casos previstos en la DT i autoritzats per la DF.\par La realitzaci\'f3 dels empalmaments pel que fa al procediment, la disposici\'f3 dins la pe\'e7a, la llarg\'e0ria dels solapaments i la posici\'f3 dels diferents empalmaments en barres properes, ha de seguir les prescripcions de la EHE, al article 66.6.\par A les solapes no s'han de disposar ganxos ni potes.\par No es poden disposar empalmaments per soldadura a les zones de forta curvatura de l'armadura.\par Els empalmaments per soldadura es faran d'acord amb el que estableix la norma UNE 36-832.\par Les armadures han d'estar subjectades entre elles i a l'encofrat de manera que mantinguin la seva posici\'f3 durant l'abocada i la compactaci\'f3 del formig\'f3.\par Els estreps de pilars o bigues han d'anar subjectats a les barres principals mitjan\'e7ant un lligat simple o altre procediment idoni. En cap cas es pot fer amb punts de soldadura quan les armadures estiguin a l\'92encofrat.\par Les armadures d'espera han d'estar subjectades a l'engraellat dels fonaments.\par Quan la DT exigeix recobriments superiors a 50 mm, s'ha de col\'b7locar una malla de repartiment en mig d'aquest gruix segons s'especifica a l'article 37.2.4. de la norma EHE, excepte en el cas d'elements que hagin de quedar soterrats.\par La DF ha d'aprovar la col\'b7locaci\'f3 de les armadures abans de comen\'e7ar el formigonament.\par Per a qualsevol classe d'armadures passives, inclosos els estreps, el recobriment no ha de ser inferior, en cap punt, als valors determinats en la taula 37.2.4. de la norma EHE, LVALen funci\'f3 de la classe d'exposici\'f3 ambiental a que es sotmetr\'e0 el formig\'f3 armat, segons el que indica l'article 8.2.1 de la mateixa norma.\par Dist\'e0ncia lliure armadura \'96 parament: >= D m\'e0xim, >= 0,80 granulat m\'e0xim\par Recobriment en peces formigonades contra el terreny: >= 70 mm\par Dist\'e0ncia lliure barra doblegada - parament: >= 2 D\par La realitzaci\'f3 dels ancoratges de les barres al formig\'f3, pel que fa a la forma, posici\'f3 dins la pe\'e7a i llarg\'e0ria de les barres a de seguir les prescripcions de la EHE, article 66.5.\par Toler\'e0ncies d'execuci\'f3:\par - Llarg\'e0ria d'ancoratge i solapa: -0,05L (<= 50 mm, m\'ednim 12 mm), + 0,10 L (<=50 mm)\par Les toler\'e0ncies en el recobriment i la posici\'f3 de les armadures han de complir l'especificat en la UNE 36831.\par BARRES CORRUGADES:\par Es poden col\'b7locar en contacte tres barres, com a m\'e0xim, de l'armadura principal i quatre en el cas que no hi hagi empalmaments i la pe\'e7a estigui formigonada en posici\'f3 vertical.\par El di\'e0metre equivalent del grup de les barres no ha de ser de m\'e9s de 50 mm.\par Si la pe\'e7a ha de suportar esfor\'e7os de compressi\'f3 i es formigona en posici\'f3 vertical, el di\'e0metre equivalent no ha de ser de m\'e9s de 70 mm.\par A la zona de solapa, el nombre m\'e0xim de barres en contacte ha de ser de quatre.\par No s'han de solapar barres de D >= 32 mm sense justificar satisfact\'f2riament el seu comportament.\par Els empalmaments per solapa de barres agrupades han de complir l'article 66.6 de l'EHE.\par Es prohibeix l'empalmament per solapa en grups de quatre barres.\par L'empalmament per soldadura s'ha de fer seguint les prescripcions de la UNE 36-832.\par Dist\'e0ncia lliure vertical i horitzontal entre 2 barres aillades consecutives: >= D m\'e0xim, >= 1,25 granulat m\'e0xim, >= 20 mm\par Dist\'e0ncia entre els centres dels empalmaments de barres consecutives, segons direcci\'f3 de l'armadura: >= longitud b\'e0sica d'ancoratge (Lb)\par Dist\'e0ncia entre les bLVALarres d\'92un empalmament per solapa: <= 4 D\par Dist\'e0ncia entre barres traccionades empalmades per solapa: <= 4 D, >= D m\'e0xim, >= 20 mm, >= 1,25 granulat m\'e0xim\par Armadura transversal a la zona de solapament: Secci\'f3 armadura transversal (At) >= Dm\'e0x (Dm\'e0x = Secci\'f3 barra solapada de di\'e0metre major)\par MALLA ELECTROSOLDADA:\par Llarg\'e0ria de la solapa en malles acoblades: a x Lb neta:\par - Ha de complir, com a m\'ednim: >= 15 D, >= 20 cm\par Llarg\'e0ria de la solapa en malles superposades:\par - Separaci\'f3 entre elements solapats (longitudinal i transversal) > 10 D: 1,7 Lb\par - Separaci\'f3 entre elements solapats (longitudinal i transversal) <= 10 D: 2,4 Lb\par - Ha de complir com a m\'ednim: >= 15 D, >= 20 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par El doblegament de les armadures s'ha de fer en fred, a velocitat constant, de forma mec\'e0nica i amb l'ajut d'un mandr\'ed.\par No s'han d'adre\'e7ar colzes excepte si es pot verificar que no es faran malb\'e9.\par S'han de col\'b7locar separadors per a garantir el recobriment m\'ednim i no han de produir fissures ni filtracions al formig\'f3.\par En cas de realitzar soldadures s'han de seguir les disposicions de la norma UNE 36-832 i les han d'executar operaris qualificats d'acord amb la normativa vigent.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par BARRES CORRUGADES:\par kg de pes calculat segons les especificacions de la DT, d'acord amb els criteris seg\'fcents:\par - El pes unitari per al seu c\'e0lcul ha de ser el te\'f2ric\par - Per a poder utilitzar un altre valor diferent del te\'f2ric, cal l'acceptaci\'f3 expressa de la DF.\par - El pes s\'92obtindr\'e0 amidant la llarg\'e0ria total de les barres (barra+cavalcament)\par L\'92escreix d\'92amidament corresponent als retalls est\'e0 incorporat al preu de la unitat d\'92obra com a increment del rendiment (1,05 kg de barra d\'92acer per kg de barra ferrallada, dins de l\'92element compost)\par MALLA ELECTROSOLDADA:\par m LVAL 2 de superf\'edcie amidada segons les especificacions de la DT.\par Aquest criteri inclou les p\'e8rdues i increments de material corresponents a retalls i empalmaments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural DB-SE.\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVALJddddddddddd/ [ & Y  ̥ ɥɥɥI II ``$ƅ[ IW- a)^:HServei homes 1 3 1 .45 1.35 C#*D#*E#*F# Magatzem 1 2 Servei homes 1 3 1 .45 1.35 C#*D#*E#*F# Magatzem 1 2 1 .45 .9 C#*D#*E#*F# Sala 1 3 1 .45 1.35 C#*D#*E#*F# 13.000 3.000 39.000 C#*D#*E#*F# 13.000 25.000 325.000 C#*D#*E#*F# 1.000 25.000 25.000 0 C#*D#*E#*F# 13.000 13.000 C#*D#*E#*F# Desaguas condensats 13.000 15.000 1.200 234.000 0 C#*D#*E#*F# 2.000 2.000 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 3.000 3.000 C#*D#*E#*F# C#*D#*E#*F# 4.000 4.000 C#*D#*E#*F# C#*D#*E#*F# 1.000 1.000 C#*D#*E#*F# C#*D#*E#*F# 2.000 2.000 C#*D#*E#*F# C#*D#*E#*F# 1.000 1.000 C#*D#*E#*F# C#*D#*E#*F# 60.000 60.000 C#*D#*E#*F# 10.000 1.500 15.000 0 C#*D#*E#*F# 10.000 1.500 15.000 0 C#*D#*E#*F# 17.200 1.300 22.360 0 C#*D#*E#*F# 7.700 1.500 11.550 C#*D#*E#*F# 17.200 1.500 25.800 0 C#*D#*E#*F# 5.000 1.500 7.500 C#*D#*E#*F# 10.000 1.500 15.000 C#*D#*E#*F# 28.500 1.500 42.750 C#*D#*E#*F# 5.800 1.500 8.700 0 C#*D#*E#*F# 2.000 1.500 3.000 C#*D#*E#*F# 6.900 1.500 10.350 0 C#*D#*E#*F# 30.000 30.000 C#*D#*E#*F# 20.000 1.500 30.000 C#*D#*E#*F# 30.500 1.500 45.750 0 C#*D#*E#*F# 10.000 1.500 15.000 0 C#*D#*E#*F# Perico 1 1 1 1 C#*D#*E#*F# Peric 2 1 1 1 C#*D#*E#*F# Peric 3 1 1 1 C#*D#*E#*F# Bunera quarto mquina clima 1 2.5 2.5 C#*D#*E#*F# Xemeneia edifici existent 1 .5 .5 .7 .175 C#*D#*E#*F# Entrada serveis 1 1 1 C#*D#*E#*F# Neteja 1 1 1 C#*D#*E#*F# Aula informtica 1 1 1 C#*D#*E#*F# Sala biblioteca 3 1.85 5.55 C#*D#*E#*F# 4 1.75 7 C#*D#*E#*F# 4 1.85 7.4 C#*D#*E#*F# Sala informtica 1 1.95 1.95 C#*D#*E#*F# Sala reunions 3 1.45 4.35 C#*D#*E#*F# 3 1.45 4.35 C#*D#*E#*F# Despatx 2 1.45 2.9 C#*D#*E#*F# 3 1.45 4.35 C#*D#*E#*F# Rack 1 1.85 1.85 C#*D#*E#*F# Vestibul 1 2.45 2.6 6.37 C#*D#*E#*F# Per porta aula informtica 1 1 1 C#*D#*E#*F# Per porta rack 1 1 1 C#*D#*E#*F# Vestibol 1 2.75 2.45 6.7375 C#*D#*E#*F# Sala biblioteca 1 12.85 10 128.5 C#*D#*E#*F# 1 2.15 7.7 16.555 C#*D#*E#*F# Secretaria 1 3.15 7.5 23.625 C#*D#*E#*F# Aula informtica 1 6 6.6 39.6 C#*D#*E#*F# Sala reunions 1 4.9 5.55 27.195 C#*D#*E#*F# Despatx 1 3.4 5.6 19.04 C#*D#*E#*F# Rack 1 1.85 3.6 6.66 C#*D#*E#*F# Magatzem 1 2 2.65 5.3 C#*D#*E#*F# Vestibul magatzem 1 1.5 1.55 2.325 C#*D#*E#*F# Neteja 1 1.6 1 1.6 C#*D#*E#*F# Pas 1 5.05 2.45 12.3725 C#*D#*E#*F# 1 2.15 2.2 4.73 C#*D#*E#*F# 1 1.1 5 5.5 C#*D#*E#*F# 1 3.7 1.1 4.07 C#*D#*E#*F# Servei adaptatr 2 .6 1.2 C#*D#*E#*F# 2 .8 1.6 C#*D#*E#*F# Servei adaptat 1 .6 .8 .48 C#*D#*E#*F# Servei adaptat 1.000 1.000 1.000 C#*D#*E#*F# Servei adaptat 1.000 1.000 1.000 C#*D#*E#*F# Servei adaptat 1.000 1.000 1.000 C#*D#*E#*F# Servei adaptat 1.000 1.000 1.000 C#*D#*E#*F# Servei adaptat 1.000 1.000 1.000 C#*D#*E#*F# Servei adaptat 1.000 1.000 1.000 C#*D#*E#*F# Servei adaptat 1.000 1.000 1.000 C#*D#*E#*F# Servei adaptat 1.000 1.000 1.000 C#*D#*E#*F# Servei adaptat 1.000 1.000 1.000 C#*D#*E#*F# Per armar tal perimetral solera de base q= 15,08kg/m 1 7.3 15.08 1.05 115.5882 C#*D#*E#*F# 1 19.35 15.08 1.05 306.3879 C#*D#*E#*F# 1 10.1 15.08 1.05 159.9234 C#*D#*E#*F# 1 4.75 15.08 1.05 75.2115 C#*D#*E#*F# 1 3.95 15.08 1.05 62.5443 C#*D#*E#*F# 1 11.1 15.08 1.05 175.7574 C#*D#*E#*F# 1 2.4 15.08 1.05 38.0016 C#*D#*E#*F# 1 1.05 15.08 1.05 16.6257 C#*D#*E#*F# LVALntit ascendent, assegurant el desgu\'e0s dels punts baixos.\par Els tubs s\'92han de cal\'e7ar i recolzar per a impedir el seu moviment.\par Col\'b7locats els elements al fons de la rasa, s'ha de comprovar que el seu interior \'e9s lliure d'elements que puguin impedir el seu assentament o funcionament correctes (terres, pedres, eines de treball, etc.).\par No s\'92han de muntar trams de m\'e9s de 100 m de llarg sense fer un reblert parcial de la rasa deixant els junts descoberts. Aquest reblert ha de complir les especificacions t\'e8cniques del reblert de la rasa.\par Un cop situada la canonada a la rasa, parcialment reblerta excepte a les unions, s'han de fer les proves de pressi\'f3 interior i d'estanquitat segons la normativa vigent.\par SOBRE SOLERA DE FORMIG\'d3:\par La temperatura ambient per a formigonar ha d'estar entre 5\'b0C i 40\'b0C.\par El formig\'f3 s'ha de posar a l'obra abans que s'inici\'ef el seu adormiment. L'abocada s'ha de fer de manera que no es produeixin disgregacions. S'ha de compactar.\par Sobre la solera de formig\'f3, quan tingui la resist\'e8ncia adequada, s\'92ha de col.locar el llit de material granular.\par REBLERT AMB SORRA:\par S\'92han de suspendre els treballs en cas de pluja o quan la temperatura exterior sigui inferior a 0\'ba C.\par Despr\'e9s de pluges no s'ha d'estendre una altre tongada fins que l'\'faltima no s'hagi eixugat.\par Els treballs s\'92han de fer de manera que s\'92eviti la contaminaci\'f3 de la sorra amb materials estranys.\par No s'han de barrejar diferents tipus de materials.\par S'ha d'evitar l'exposici\'f3 prolongada del material a la intemp\'e8rie.\par No es pot procedir al reblert de les rases sense l'autoritzaci\'f3 expressa de la DF.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material corresponents a retalls i la repercussi\'f3 de les peces especials a co>LVALNl\'b7locar.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par Orden de 15 de septiembre de 1986 por la que se aprueba el Pliego de Prescripciones T\'e9cnicas Generales de Tuberias de Saneamiento de Poblaciones.\par Orden de 21 de junio de 1965 por la que se aprueba la norma 5.1.-IC: Drenaje\par Orden de 14 de mayo de 1990 por la que se aprueba la Instrucci\'f3n de carreteras 5.2-IC: Drenaje superficial\par UNE-EN 1456-1:2002 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para saneamiento enterrado o a\'e9reo con presi\'f3n. Poli(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Especificaciones para tubos, accesorios y el sistema.\par SOBRE SOLERA DE FORMIG\'d3:\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVAL^{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conjunt d'accessoris (colzes, derivacions, reduccions, etc.) i d'elements especials (materials per a la uni\'f3 entre tubs o entre tubs i accessoris) per a desguassos i baixants.\par S'han considerat els elements seg\'fcents:\par - Accessoris i elements especials per a tubs de PVC-U de paret massissa\par - Accessoris i elements especials per a tubs de PVC-U de paret estructurada\par - Elements especials per a baixants de fosa grisa\par - Elements especials per a baixants de planxa galvanitzada amb uni\'f3 plegada\par CARACTER\'cdSTIQUES GENERALS:\par El material, la seva qualitat i les caracter\'edstiques f\'edsiques, mec\'e0niques i dimensionals, han de ser compatibles amb les del tub, i no han de fer disminuir les d'aquest en cap de les seves aplicacions.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metres\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt de peces necess\'e0ries per a muntar 1 m de tub.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par PVC-U PARET ESTRUCTURADA:\par *UNE-EN 1453-1:2000 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos con tubos de pared estructurada para evacuaci\'f3n de agua residuales (a baja y a alta temperatura) en el interior de la estructura de los edificios. Poli(cloruro de vinilo) no plastififLVALvcado (PVC-U). Parte 1: Requisitos para los tubos y el sistema.\par PVC-U DE PARET MASSISSA:\par *UNE-EN 1329-1:1999 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para evacuaci\'f3n de aguas residuales (a baja y a alta temperatura) en el interior de la estruct.de los edificios. Poli(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Especif. para tubos,accesorios\par *UNE-EN 1401-1:1998 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para saneamiento enterrado sin presi\'f3n. Poli-(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Especificaciones para tubos, accesorios y el sistema.\par *UNE-EN 1456-1:2002 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para saneamiento enterrado o a\'e9reo con presi\'f3n. Poli(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Especificaciones para tubos, accesorios y el sistema.\par FOSA GRISA, PLANXA GALVANITZADA I PLOM:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALn{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conjunt d'accessoris (colzes, derivacions, reduccions, etc.) i d'elements especials (materials per a la uni\'f3 entre tubs o entre tubs i accessoris) per a desguassos i baixants.\par S'han considerat els elements seg\'fcents:\par - Accessoris i elements especials per a tubs de PVC-U de paret massissa\par - Accessoris i elements especials per a tubs de PVC-U de paret estructurada\par - Elements especials per a baixants de fosa grisa\par - Elements especials per a baixants de planxa galvanitzada amb uni\'f3 plegada\par CARACTER\'cdSTIQUES GENERALS:\par El material, la seva qualitat i les caracter\'edstiques f\'edsiques, mec\'e0niques i dimensionals, han de ser compatibles amb les del tub, i no han de fer disminuir les d'aquest en cap de les seves aplicacions.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metres\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt de peces necess\'e0ries per a muntar 1 m de tub.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par PVC-U PARET ESTRUCTURADA:\par *UNE-EN 1453-1:2000 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos con tubos de pared estructurada para evacuaci\'f3n de agua residuales (a baja y a alta temperatura) en el interior de la estructura de los edificios. Poli(cloruro de vinilo) no plastififLVALvcado (PVC-U). Parte 1: Requisitos para los tubos y el sistema.\par PVC-U DE PARET MASSISSA:\par *UNE-EN 1329-1:1999 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para evacuaci\'f3n de aguas residuales (a baja y a alta temperatura) en el interior de la estruct.de los edificios. Poli(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Especif. para tubos,accesorios\par *UNE-EN 1401-1:1998 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para saneamiento enterrado sin presi\'f3n. Poli-(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Especificaciones para tubos, accesorios y el sistema.\par *UNE-EN 1456-1:2002 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para saneamiento enterrado o a\'e9reo con presi\'f3n. Poli(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Especificaciones para tubos, accesorios y el sistema.\par FOSA GRISA, PLANXA GALVANITZADA I PLOM:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Tubs de PVC-U per a l'execuci\'f3 d'obres de sanejament.\par S'han considerat els tipus seg\'fcents:\par - Tub de PVC de formaci\'f3 helico\'efdal per a clavegueres i col.lectors\par - Tub de PVC-U per a sanejament amb pressi\'f3\par - Tub de PVC-U per a sanejament sense pressi\'f3\par - Tub de PVC-U de paret estructurada per a sanejament sense pressi\'f3\par CARACTER\'cdSTIQUES GENERALS:\par La superf\'edcie ha de ser de color uniforme i no ha de tenir fissures.\par Els extrems han d'acabar amb un tall perpendicular a l'eix i sense rebaves.\par TUB DE FORMACI\'d3 HELICO\'cfDAL:\par Tub r\'edgid, format enrollant una banda nervada amb les vores conformades. La uni\'f3 de la banda ha d'estar soldada qu\'edmicament.\par La cara interior del tub ha de ser llisa.\par La cara exterior del tub ha de ser nervada.\par En els tubs per a anar formigonats, els nervis han de tenir forma de "T".\par El tub, quan sigui autoportant, ha de resistir sense deformacions les c\'e0rregues interiors i exteriors que rebr\'e0 quan estigui en servei.\par Caracter\'edstiques de la banda de PVC:\par - Densitat: >= 1350 kg/m3, <= 1460 kg/m3\par - Coeficient de dilataci\'f3 lineal a 0\'b0C: >= 60 millon\'e8simes/\'b0C, <= 80 millon\'e8simes/\'b0C\par - Temperatura de reblaniment Vicat: >= 79\'b0C\par - Resist\'e8ncia a la tracci\'f3 simple: 50 N/mm2\par - Allargament a la rotura: >= 80%\par - Absorci\'f3 d'aigua: <= 1 mg/cm2\par - Opacitat: 0,2%\par TUB DE PVC-U PER A SANEJAMENT AMB PRESSI\'d3\par L\'92aspecte de la superf\'edcie interna i externa dels tubs ha d\'92\'e9sser lliLVALsa, neta i exempta de fissures, cavitats, i d\'92altres defectes superficials. El material no pot contenir cap impuresa visible sense augment.\par El color del tub ha de ser gris o marr\'f3 i uniforme en tot el gruix de la paret.\par La paret del tub ha de ser opac.\par Caracter\'edstiques mec\'e0niques:\par - Resist\'e8ncia a l\'92impacte: d\'92acord amb UNE-EN 1452-2.\par - Resist\'e8ncia a la pressi\'f3 interna: d\'92acord amb UNE-EN 1452-2.\par Caracter\'edstiques f\'edsiques:\par - Temperatura de reblaniment Vicat (VST): >= 80\'b0C d\'92acord amb assaig UNE-EN 727\par - Retracci\'f3 longitudinal: <= 5% d\'92acord amb assaig UNE-EN 743.\par - Grau de gelificaci\'f3: No hi pot haver cap atac en cap punt de la superf\'edcie de la proveta d\'92acord amb assaig UNE-EN 580.\par Els junts d\'92estanque\'eftat i adhesius han d\'92estar conformes a UNE-EN 1452-2.\par Els elements han d\'92anar marcats o impresos directament sobre el tub a intervals d\'921m. de forma que sigui llegible despr\'e9s d\'92emmagatzemar-los, exposici\'f3 a l\'92intemp\'e8rie i instal.laci\'f3, i mantenir-se llegible durant la vida del producte. El marcat no pot produir fissures o defectes que influeixin desfavorablement sobre l\'92aptitud del tub.\par El tub ha d\'92anar marcat amb la seg\'fcent informaci\'f3 com a m\'ednim:\par - N\'famero normativa ( UNE-EN 1456-1)\par - Nom i/o marca comercial\par - Material (PVC-U)\par - Di\'e0metre exterior nominal i gruix de la paret\par - Pressi\'f3 nominal \par - Informaci\'f3 del fabricant (per\'edode de fabricaci\'f3 i nom o codi de la ciutat de fabricaci\'f3 si el fabricant produeix en diferents ciutats).\par - N\'famero de la l\'ednia d\'92extrusi\'f3\par Toler\'e0ncies:\par - Di\'e0metre exterior:\par - 25-32-40-50: 0,2mm.\par - 63-75-90: 0,3mm.\par - 110-125: 0,4mm.\par - 140-160: 0,5 mm\par - 180-200: 0,6 mm\par - 225: 0,7 mm\par - 250: 0,8 mm\par - 280: 0,9 mm\par - 315: 1,0 mm\par - 355: 1,1 mm\par - 400: 1,2mm\par - 450: 1,4LVALmm\par - 500: 1,5 mm\par - 560: 1,7 mm\par - 630: 1,9 mm\par - 710-800-900-1000: 2,0 mm\par - Gruix parets: \'e9s variable depenent del di\'e0metre i la pressi\'f3 admissible. UNE-EN 1452-2\par - Longitud i embocadures: d\'92acord amb UNE-EN 1456-1 i UNE-EN 1452-2\par TUB DE PVC-U PER A SANEJAMENT SENSE PRESSI\'d3\par L\'92aspecte de la superf\'edcie interna i externa dels tubs ha d\'92\'e9sser llisa, neta i exempta de fissures, cavitats, i d\'92altres defectes superficials. El material no pot contenir cap impuresa visible sense augment.\par Aquests tubs es col.locaran d\'92acord amb un codi d\'92aplicaci\'f3:\par - \'93D\'94 codi per a \'e0rea d\'92aplicaci\'f3 que es situa a menys d\'921m de l\'92edifici i on els tubs i accessoris estan enterrats i connectats als sistemes d\'92evacuaci\'f3 d\'92aig\'fces residuals de d\'92edifici. \par - \'93U\'94 codi per a \'e0rea d\'92aplicaci\'f3 que es situa a m\'e9s d\'921m de l\'92edifici al que es connecta el sistema de canalitzaci\'f3 enterrada.\par Caracter\'edstiques mec\'e0niques:\par - Resist\'e8ncia a l\'92impacte: d\'92acord amb assatjos especificats en UNE-EN 1401-1\par Caracter\'edstiques f\'edsiques:\par - Temperatura de reblaniment Vicat (VST) >= 79 \'baC. D\'92acord amb assaig UNE-EN 727\par - Retracci\'f3 longitudinal en calent <=5%. D\'92acord amb assaig UNE-EN 743\par - Grau de gelificaci\'f3: No hi pot haver cap atac en cap punt de la superf\'edcie de la proveta d\'92acord amb assaig UNE-EN 580.\par Els junts d\'92estanque\'eftat i adhesius han d\'92estar conformes a UNE-EN 1401-1.\par Els elements han d\'92anar marcats o impresos directament sobre el tub de forma que sigui llegible despr\'e9s d\'92emmagatzemar-los, en exposici\'f3 a l\'92intemp\'e8rie i en la instal.laci\'f3, i mantenir-se llegible durant la vida del producte. El marcat no pot produir fissures o defectes que influeixin desfavorablement sobre l\'92aptitud del tub.\par El tub ha d\'92anar marcat amb la seg\'fcent informaci\'f3 com a m\'ednim:\par - N\'famero nLVALormativa ( UNE-EN 1401-1)\par - Codi de l\'92\'e0rea d\'92aplicaci\'f3 (U o UD)\par - Nom i/o marca comercial\par - Dimensi\'f3 nominal\par - Gruix m\'ednim de la paret o SDR\par - Material (PVC-U)\par - Rigidesa anular nominal\par - Informaci\'f3 del fabricant (per\'edode de fabricaci\'f3 i nom o codi de la ciutat de fabricaci\'f3 si el fabricant produeix en diferents ciutats.\par - Prestacions en clima fred (si \'e9s el cas)\par Toler\'e0ncies:\par - Di\'e0metre exterior:\par - 110-125: 0,3mm.\par - 160: 0,4 mm\par - 200-250: 0,5 mm\par - 315: 0,6 mm\par - 355-400: 0,7 mm\par - 450: 0,8 mm\par - 500: 0,9 mm\par - 630: 1,1 mm\par - 710: 1,2mm\par - 800: 1,3 mm\par - 900: 1,5 mm\par - 1000: 1,6 mm\par - Gruix parets: \'e9s variable depenent del di\'e0metre i la s\'e8rie del tub d\'92acord amb taules UNE-EN 1401-1\par - Longitud \'fatil o efectiva no ha d\'92\'e9sser inferior a la declarada pel fabricant. \par - Si hi ha xamfr\'e0 en el gruix de la paret del tub, ha de ser de 15 a 45 graus en relaci\'f3 a l\'92eix del tub. d\'92acord amb UNE-EN 1401-1.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Protegit per tal que arribi a l'obra amb les condicions exigides.\par Emmagatzematge: En llocs protegits d'impactes, dels raigs solars i ben ventilats. S'han d'apilar horitzontalment i paral\'b7lelament sobre superf\'edcies planes, s'han de capicular les esbocadures per capes o b\'e9 situar-les en un mateix costat, i separar les capes per mitj\'e0 de separadors. L'al\'e7\'e0ria de la pila ha de ser <= 1,5 m.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par TUB DE FORMACI\'d3 HELICO\'cfDAL O TUB INJECTAT PER A UNI\'d3 ENCOLADA DE DN > 315 MM:\par No hi ha normativa de compliment obligatori.\par TUB DE PVC-U PER A SANEJAMENT AMB PRESSI\'d3\par UNE-EN 1456-1:2002 Sistemas de canalizaci\'f3n en material LVAL es pl\'e1sticos para saneamiento enterrado o a\'e9reo con presi\'f3n. Poli(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Especificaciones para tubos, accesorios y el sistema.\par UNE-EN 1452-2:2000 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para conducci\'f3n de agua. Poli(Cloruro de Vinilo) no plastificado (PVC-U). Parte 2: Tubos\par TUB DE PVC-U PER A SANEJAMENT SENSE PRESSI\'d3\par UNE-EN 1401-1:1998 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para saneamiento enterrado sin presi\'f3n. Poli-(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Especificaciones para tubos, accesorios y el sistema.\par TUB DE PVC-U DE PARET ESTRUCTURADA SENSE PRESSI\'d3:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Sorra procedent de roques calc\'e0ries, roques gran\'edtiques, marbres blancs i durs, o sorra procedent del reciclatge de residus de la construcci\'f3 i demolici\'f3 en una planta legalment autoritzada per al tractament d\'92aquest tipus de residu.\par S'han considerat els tipus seg\'fcents:\par - Sorra de marbre blanc\par - Sorra per a confecci\'f3 de formigons, d'origen:\par - De pedra calc\'e0ria\par - De pedra gran\'edtica\par - Sorra per a confecci\'f3 de morters\par - Sorra per a reblert de rases amb canonades\par CARACTER\'cdSTIQUES GENERALS:\par Els gr\'e0nuls han de tenir forma arrodonida o poli\'e8drica.\par La composici\'f3 granulom\'e8trica ha de ser l'adequada al seu \'fas, o si no consta, la que estableixi expl\'edcitament la DF.\par No ha de tenir argiles, margues o altres materials estranys.\par Contingut de pirites o d'altres sulfurs oxidables: 0%\par Contingut de mat\'e8ria org\'e0nica (UNE 7-082): Baix o nul\par SORRA DE MARBRE BLANC:\par Barreja amb granulats blancs diferents del marbre: 0%\par SORRA PER A LA CONFECCI\'d3 DE FORMIGONS:\par Mida dels granuls (Tam\'eds 4 UNE_EN 933-2): <= 4 mm\par Terrossos d'argila (UNE 7-133): <= 1% en pes\par Part\'edcules toves (UNE 7-134): 0%\par Material retingut pel tam\'eds 0,063 (UNE_EN 933-2) i que sura en un l\'edquid de pes espec\'edfic 20 kN/m3 (UNE 7-244): <= 0,5% en pes\par Compostos de sofre expressats en SO3 i referits a granulat sec (UNE_EN 1744-1): <= 0,4% en pes\par Reactivitat potencial amb els \'e0lcalis del ciment (UNE 146-507-1/2): Nul\'b7la\par Sulfats solublLVALes en \'e0cid, expressats en SO3 i referits al granulat sec (UNE_EN 1744-1): <= 0,8% en pes\par Clorurs expressats en Cl- i referits al granulat sec (UNE 83-124 EXP)\par - Formig\'f3 armat o en massa amb armadures de fissuraci\'f3: <= 0,05% en pes\par - Formig\'f3 pretesat: <= 0,03% en pes\par I\'f3 clor total aportat per components d'un formig\'f3 no pot superar:\par - Pretensat: <= 0,2% pes de ciment\par - Armat: <= 0,4% pes de ciment\par - En massa amb armadura de fissuraci\'f3: <= 0,4% pes de ciment\par Estabilitat (UNE 7-136):\par - P\'e8rdua de pes amb sulfat s\'f2dic: <= 10%\par - P\'e8rdua de pes amb sulfat magn\'e8sic: <= 15%\par SORRA DE PEDRA GRAN\'cdTICA PER A LA CONFECCI\'d3 DE FORMIGONS:\par Contingut m\'e0xim de fins que passen pel tam\'eds 0,063 mm (UNE_EN 933-2):\par - Granulat gruixut:\par - Granulat arrodonit: <= 1% en pes\par - Granulat de matxuqueig no calc\'e0ri: <= 1% en pes\par - Granulat f\'ed:\par - Granulat arrodonit: <= 6% en pes\par - Granulat de matxuqueig no calcari per a obres sotmeses a exposici\'f3 IIIa,b,c, IV o alguna classe espec\'edfica d'exposici\'f3: <= 6% en pes\par - Granulat de matxuqueig no calcari per a obres sotmeses a exposici\'f3 I,IIa,b o cap classe espec\'edfica d'exposici\'f3: <= 10% en pes\par Equivalent de sorra (EAV)(UNE_EN 933-8):\par - Per a obres en ambients I, IIa,b o cap classe espec\'edfica d'exposici\'f3: >= 75\par - Resta de casos: >= 80\par Friabilitat (UNE 83-115): <= 40\par Absorci\'f3 d'aigua (UNE 83-133 i UNE 83-134): <= 5%\par SORRA DE PEDRA CALC\'c0RIA PER A LA CONFECCI\'d3 DE FORMIGONS:\par Contingut m\'e0xim de fins que passen pel tam\'eds 0,063 mm (UNE_EN 933-2):\par - Granulat gruixut:\par - Granulat arrodonit: <= 1% en pes\par - Granulat f\'ed:\par - Granulat arrodonit: <= 6% en pes\par - Granulat de matxuqueig calcari per a obres sotmeses a exposici\'f3 IIIa,b,c,IV o alguna classe espec\'edfica d'exposici\'f3: <= 10% en pes\par - Granulat de matxuqueix calcari per a obrLVALes sotmeses a exposici\'f3 I,IIa,b o cap classe espec\'edfica d'exposici\'f3: <= 15% en pes\par Valor blau de metil\'e8(UNE 83-130):\par - Per a obres sotmeses a exposici\'f3 I,IIa,b o cap classe espec\'edfica d'exposici\'f3: <= 0,6% en pes\par - Resta de casos: <= 0,3% en pes\par SORRA PER A LA CONFECCI\'d3 DE MORTERS:\par La composici\'f3 granulom\'e8trica ha de quedar dintre dels l\'edmits seg\'fcents:\par +-------------------------------------------------+\par \'a6 Tam\'eds \'a6 Percentatge en \'a6 Condicions \'a6\par \'a6 UNE 7-050 \'a6 pes que passa \'a6 \'a6\par \'a6 mm \'a6 pel tam\'eds \'a6 \'a6\par \'a6-----------\'a6------------------\'a6------------------\'a6\par \'a6 5,00 \'a6 A \'a6 A = 100 \'a6\par \'a6 2,50 \'a6 B \'a6 60 <= B <= 100 \'a6\par \'a6 1,25 \'a6 C \'a6 30 <= C <= 100 \'a6\par \'a6 0,63 \'a6 D \'a6 15 <= D <= 70 \'a6\par \'a6 0,32 \'a6 E \'a6 5 <= E <= 50 \'a6\par \'a6 0,16 \'a6 F \'a6 0 <= F <= 30 \'a6\par \'a6 0,08 \'a6 G \'a6 0 <= G <= 15 \'a6\par \'a6-----------\'a6------------------\'a6------------------\'a6\par \'a6 Altres \'a6 \'a6 C - D <= 50 \'a6\par \'a6 condi- \'a6 \'a6 D - E <= 50 \'a6\par \'a6 cions \'a6 \'a6 C - E <= 70 \'a6\par +-------------------------------------------------+\par Mida dels gr\'e0nuls: <= 1/3 del gruix del junt\par Contingut de mat\'e8ries perjudicials: <= 2%\par GRANULATS PROCEDENTS DE RECICLATGE DE RESIDUS DE LA CONSTRUCCI\'d3 I DEMOLICIONS:\par El material ha de procedir d\'92una planta autoritzada legalment per al tractament de residus de la construcci\'f3.\par El material no ha de ser susceptible de cap mena de meteoritzaci\'f3 o d\'92alteraci\'f3 f\'edsica o qu\'edmica sota les condicions mes desfavorables que presumiblement es puguLVALin donar al lloc d\'92utilitzaci\'f3.\par No han de donar lloc, amb l\'92aigua, a dissolucions que puguin causar danys a estructures, capes de ferms, o contaminar el s\'f2l o corrents d\'92aigua.\par S\'92ha considerat que l\'92\'fas ser\'e0 el reblert de rases amb canonades.\par Per a qualsevol utilitzaci\'f3 diferent d\'92aquesta, es requereix l\'92acceptaci\'f3 expressa de la direcci\'f3 facultativa i la justificaci\'f3 mitjan\'e7ant els assajos que pertoquin que es compleixen les condicions requerides per l\'92us al que es pret\'e9n destinar.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Subministrament i emmagatzematge: De manera que no s'alterin les seves condicions.\par Cada remesa de sorra s\'92ha de descarregar en una zona ja preparada de s\'f2l sec.\par Les sorres de tipus diferents s\'92han d\'92emmagatzemar per separat.\par Cada c\'e0rrega de granulat ha d'anar identificada amb un full de subministrament que ha d'estar a disposici\'f3 de la DF en el que hi han de constar, com a m\'ednim, les dades seg\'fcents:\par - Nom del subministrador\par - N\'famero de s\'e8rie del full de subministrament\par - Nom de la cantera o planta subministradora en cas de material reciclat\par - Data del lliurament\par - Nom del peticionari\par - Tipus de granulat\par - Quantitat de granulat subministrat\par - Denominaci\'f3 del granulat(d/D)\par - Identificaci\'f3 del lloc de subministrament\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par SORRA PER A LA CONFECCI\'d3 DE FORMIGONS:\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par SORRA PER A LA CONFECCI\'d3 DE MORTERS:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par GRANULATS PR LVAL OCEDENTS DE RECICLATGE DE RESIDUS DE LA CONSTRUCCI\'d3 I DEMOLICIONS:\par Llei 15/2003, de 13 de juny, de modificaci\'f3 de la Llei 6/1993, del 15 de juliol, reguladora dels residus.\par SORRES PER A ALTRES USOS:\par No hi ha normativa de compliment obligatori.\par\pard\par }H d ] (0?Gz@Gz@Gz@Gz@@@A"__BD13167BTub PVC-U paret massissa,rea aplicaci B,DN=90mm,llarg.=3m,p/encolar~@mBD13167BETBD13167BBanc GISA Edificaci Obra NovaVEN.3h^^"""  0?(\?(\?(\?(\?@@A"__BD1Z2200Brida p/tub PVC,D=75-110mm6@uBD1Z2200ETBD1Z2200Banc GISA Edificaci Obra NovaVEN.3=33 0?{Gz?{Gz?{Gz?{Gz?@@__BDY3B600Element munt. p/tub PVC,D=90mm1@uBDY3B600ETBDY3B600Banc GISA Edificaci Obra NovaVEN.3A77 0?)\(@)\(@)\(@)\(@@@__BDW3B600Accessori genric p/tub PVC,D=90mm/@uBDW3B600ETBDW3B600Banc GISA Edificaci Obra NovaVEN.3E;; 0?)\(?)\(?)\(?)\(?q@2ELE_SIS_ID_Ē__B0111000AiguaAiguam3B0111000ETVEN.2VEN.3 0?Gz3@Gz3@Gz3@Gz3@@ELE_SIS_ID___B0312020Sorra pedra granit.p/morters3@tB0312020ETVEN.2VEN.3 0?\(W@\(W@\(W@\(W@@ELE_SIS_ID_Ē__B0512401Ciment prtland+fill.calc. CEM II/B-L 32,5R,sacsS@tB0512401ETVEN.2VEN.3   0?zG?zG?zG?zG?@ ELE_SIS_ID_Ē__C1705600Formigonera 165lFormigonera de 165 lhC1705600EQVEN.2VEN.3  0?= ףpU@Hz3@7A`?q -P@٬\U@@@@__D0701821Morter ciment prtland+fill.calc. CEM II/B-L,sorra pedra granit.,380kg/m3 ciment,1:4,10N/mm2,elab.a @m3D0701821ECVEN.2VEN.3MCC99999555555+'"0?Q'@Q'@Q'@Q'@@ELE_SIS_ID_Ē__BD511110Bunera sifnica cos poliamida+roseta AISI304,100x100mm,descrrega vertical D40mm@,uBD511110ETVEN.2VEN.37--##### 0?1@1@1@1@@t@ELE_SIS_ID___B0311500Sorra pedra calc. 0-3,5 mm3@+tB0311500ETVEN.2VEN.3 @LVALPativos a la construcci\'f3n de explanaciones, drenajes y cimentaciones.\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Subministrament i col\'b7locaci\'f3 d'elements per a la conducci\'f3 i evacuaci\'f3 de l'aigua superficial dels paviments.\par S'han considerat els tipus seg\'fcents:\par - Bunera col\'b7locada amb morter\par - Bunera adherida sobre l\'e0mina bituminosa en calent\par - Morri\'f3 col\'b7locat amb morter\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Elements col\'b7locats amb morter:\par - Replanteig\par - Col\'b7locaci\'f3 caixa de la bunera\par - Execuci\'f3 de les unions amb els tubs\par - Fixaci\'f3 de la bunera amb morter\par - Col\'b7locaci\'f3 de la reixa\par - Retirada de l\'92obra de les restes d\'92embalatges, materials sobrants, etc\par Elements adherits:\par - Replanteig de l'element\par - Col\'b7locaci\'f3 de l'element\par - Execuci\'f3 de les unions\par CONDICIONS GENERALS:\par El conjunt dels elements col\'b7locats ha de ser estanc.\par BUNERA:\par El segellat estanc entre el impermeabilitzant i la bunera ha d\'92estar fet mitjan\'e7ant pressi\'f3 mec\'e0nica tipus brida de la tapa de la bunera sobre el cos de la mateixa. El impermeabilitzant ha de quedar protegit amb una brida de material pl\'e0stic.\par La tapa i els seus accessoris han de quedar correctament col\'b7locats i subjectats a la bunera, amb els procediments indicats pel fabricant.\par En la bunera de goma termopl\'e0stica, la l\'e0mina impermeable nom\'e9s ha de cavalcar sobre la plataforma de base de la bunera, i no ha de penetrar dins del tub d'aquesta.\par La bunera de fosa, de poliamida o de etil\'e8 propil\'e8 di\'e8, ha de quLVALedar enrasada amb el paviment.\par La bunera de goma termopl\'e0stica s'ha de fixar al baixant amb soldadura qu\'edmica.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell entre la bunera i el paviment: -2 mm, 0 mm\par MORRI\'d3:\par Ha de quedar correctament col\'b7locat i subjectat a la bunera amb els procediments indicats pel fabricant.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par No s'ha de treballar amb pluja intensa, neu o vent superior a 50 km/h. En aquests sup\'f2sits, s'ha d'assegurar l'estabilitat de l'equip.\par Si l'al\'e7ada de caiguda es superior a 2 m s'ha de treballar amb cintur\'f3 de seguretat.\par ELEMENTS DE GOMA TERMOPL\'c0STICA:\par S'ha de treballar a una temperatura superior a - 5\'b0C i sense pluja.\par La bunera s'ha de soldar sobre un refor\'e7 de l\'e0mina bituminosa, que ha d'estar adherida a la solera, escalfant-la pr\'e8viament en la zona corresponent al per\'edmetre de la bunera, i fixant-la a pressi\'f3 sobre la l\'e0mina.\par ELEMENT COL\'b7LOCAT AMB MORTER:\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C.\par El morter ha de formar una mescla homog\'e8nia que s'ha d'utilitzar abans d'iniciar l'adormiment.\par S'ha d'aplicar sobre superf\'edcies netes.\par Si el suport \'e9s absorbent s'ha d'humitejar abans d'estendre el morter.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat realment col\'b7locada a l'obra d'acord amb les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par BUNERA:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par MORRI\'d3:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALh{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials per a la formaci\'f3 d'elements que tenen com a finalitat la conducci\'f3 i evacuaci\'f3 de l'aigua de coberta.\par S'han considerat els elements seg\'fcents:\par - Bunera de 110 a 200 mm de di\'e0metre, de PVC r\'edgid, extru\'eft, sense plastificants, amb accessoris i peces de muntatge\par - Bunera de fosa amb tapa plana de 20 x 20 cm\par - Bunera de goma termopl\'e0stica i additius especials i tots els accessoris de muntatge. La bunera de paret t\'e9 una boca d'entrada formant angle\par PECES D'ACER GALVANITZAT:\par El recobriment de zinc ha de ser homogeni i continu en tota la superf\'edcie.\par No s'han d'apreciar esquerdes, exfoliacions ni despreniments del recobriment.\par Protecci\'f3 de galvanitzaci\'f3 (Sendzimir): >= 360 g/m2\par Puresa del zinc: >= 98,5%\par PE\'c7A DE PVC R\'cdGID:\par Ha de tenir un color uniforme en tota la seva superf\'edcie.\par No ha de tenir rebaves, fissures, grans ni altres defectes superficials.\par Densitat (UNE 53-020): 1,35 - 1,46 g/cm3\par Resist\'e8ncia a la tracci\'f3 (UNE 53-114): >= 50 N/mm2\par Allargament fins al trencament (UNE 53-114): >= 80%\par Temperatura de reblaniment Vicat (UNE 53-118): >= 79\'b0C\par Comportament amb la calor. Variaci\'f3 longitudinal (UNE 53-114): <= 5%\par Resist\'e8ncia a la flama (UNE-EN 60707): Autoextingible\par Resist\'e8ncia a l'impacte a 20\'b0C (UNE 53-114): <= 10%\par Resist\'e8ncia al xoc t\'e8rmic (UNE 53-114): 1500 cicles\par Estanquitat a l'aire i a l'aigua (UNE 53-114): Ha de complir\par Resist\'e8ncia als productes qu\'edmics (DIN 16929):LVAL Ha de complir\par BUNERA DE PVC R\'cdGID AMB TAPA:\par La tapa ha d'anar fixada al cos de la bunera amb cargols protegits contra l'oxidaci\'f3.\par La llarg\'e0ria dels cargols ha de ser l'adequada per a poder-hi intercalar l'a\'efllament.\par Resist\'e8ncia de la tapa a la c\'e0rrega de trencament: >= 0,25 N/mm2\par Toler\'e0ncies:\par - Di\'e0metre de la tapa:\par - Di\'e0metre 110 \'96 125 mm: \'b1 1 mm\par - Di\'e0metre 160 \'96 200 mm: \'b1 2 mm\par ELEMENTS DE GOMA TERMOPL\'c0STICA:\par La bunera ha de dur una plataforma de base al voltant de la boca d'entrada, amb relleus per a evitar el retorn de l'aigua.\par No ha de tenir rebaves, fissures, grans ni altres defectes superficials.\par La tapa ha de dur els elements necess\'e0ris per a la seva fixaci\'f3 a la bunera.\par Llarg\'e0ria:\par - Bunera: 33 cm\par - Bunera de paret: 34,5 cm\par BUNERA DE FOSA:\par Ha de tenir una plataforma de base al voltant de la boca d'entrada, amb relleus per a evitar el retorn de l'aigua.\par Ha d'estar feta amb fosa grisa ordin\'e0ria, amb grafit en vetes fines repartides uniformement.\par No ha de tenir zones de fosa blanca, ni gotes fredes, ni inclusions de sorra, ni bombolles o esquerdes, ni d'altres defectes.\par L'acabat ha de ser pintat i assecat al forn.\par El recobriment ha de ser homogeni i continu en tota la superf\'edcie.\par No s'han d'apreciar esquerdes, exfoliacions ni despreniments del recobriment.\par La tapa ha d'estar perforada per a poder desguasar.\par Resist\'e8ncia a tracci\'f3 de la fosa, proveta cil\'edndrica (UNE 36-111): >= 180 N/mm2\par Duresa Brinell (UNE_EN_ISO 6506/1): >= 155 HB\par Contingut de ferrita, a 100 augments: <= 10%\par Contingut de f\'f2sfor: <= 0,15%\par Contingut de sofre: <= 0,14%\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par BUNERA O MANIGUET:\par Subministrament: Les peces han d'anar empaquetades. Han de portar gravada la marca del fabricant.\par Emmagatzematge: en el seu env\'e0s, en llocs protegits contra els impactes.\ LVAL par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par PECES D'ACER GALVANITZAT:\par UNE 7183:1964 M\'e9todo de ensayo para determinar la uniformidad de los recubrimientos galvanizados, aplicados a materiales manufacturados de hierro y acero.\par UNE 37501:1988 Galvanizaci\'f3n en caliente. Caracter\'edsticas y m\'e9todos de ensayo.\par PECES DE FOSA:\par *UNE 36111:1973 Fundici\'f3n gris. Tipos, caracter\'edsticas y condiciones de suministro de piezas moldeadas.\par *ISO/R 185-61 Classification of grey cast iron.\par PECES DE PLANXA DE ZINC, COURE, ALUMINI, DE PVC R\'cdGID O GOMA TERMOPL\'c0STICA:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Mescla feta amb sorra, ciment, aigua i cal\'e7 si \'e9s el cas.\par CARACTER\'cdSTIQUES GENERALS:\par Tipus de ciment:\par - Ciments comuns excepte els tipus CEM II/A\par - Ciments de ram de paleta MC\par - Ciments blancs BL, quan ho requereixi la exig\'e8ncia de blancor\par Morters per a f\'e0briques:\par - Resist\'e8ncia a compressi\'f3: <= 0,75 x Resist\'e8ncia a compressi\'f3 de la pe\'e7a\par - Morter ordinari (UNE-EN 998-2) en f\'e0brica no armada: >= M1\par{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Mescla feta amb sorra, ciment, aigua i cal\'e7 si \'e9s el cas.\par CARACTER\'cdSTIQUES GENERALS:\par Tipus de ciment:\par - Ciments comuns excepte els tipus CEM II/A\par - Ciments de ram de paleta MC\par - Ciments blancs BL, quan ho requereixi la exig\'e8ncia de blancor\par Morters per a f\'e0briques:\par - Resist\'e8ncia a compressi\'f3: <= 0,75 x Resist\'e8ncia a compressi\'f3 de la pe\'e7a\par - Morter ordinari (UNE-EN 998-2) en f\'e0brica no armada: >= M1\par - Morter ordinari (UNE-EN 998-2) en f\'e0brica armada: >= M5\par - Morter de junt prim o morter lleuger (UNE-EN 998-2): >= M5\par Ha d'estar pastat de forma que s'obtingui una mescla homog\'e8nia i sense segregacions.\par\par 2.- CONDICIONS D'EXECUCI\'d3 I D'UTILITZACI\'d3\par\par Per a l'elaboraci\'f3 i la utilitzaci\'f3 del morter, la temperatura ambient ha d'estar entre 5\'b0C i 40\'b0C.\par La formigonera ha d'estar neta abans de l'elaboraci\'f3 del morter.\par No s'han de mesclar morters de composici\'f3 diferent.\par S'ha d'aplicar abans que passin 2 h des de la pastada.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum necessari elaborat a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par\pard\par }8LVAL$Эzl; ` .   G.._roI!|  ŽBastiment de base per a vidriera Al.3, de tub d'acer galvaniBastiment de base per a vidriera Al.3, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Barra mural fixa en angle per a bany adaptat, de 600 i 600 mm de llargria i 35 mm de D, de tub d'acer inoxidableBarra mural doble abatible per a bany adaptat, de 800 mm de llargria i 35 mm de D, de tub d'acer inoxidableTac de nil de 5 mm de dimetre, com a mxim, amb visMirall de lluna incolora de gruix 5 mmGrapa metl.lica per a fixar mirallsDispensador de paper en rotlle tipus metxa per a eixugamans, de 310 mm d'alaria i 255 mm de dimetreAixeta senzilla temporitzada per a lavabo, per a muntar superficialment sobre taulell o aparell sanitari, de llaut cromat, preu alt, amb entrada de 1/2Desgus recte per a lavabo, amb tap i cadeneta incorporats, de llaut cromat de dimetre 11/4, per a roscar al sif de llaut cromatSif de botella per a aigera d'una pica, de PVC de dimetre 40 mm, per a connectar al ramal de PVCDosificador de sab vertical, de dimensions 118x206x68 mm, capacitat d'1,1 Kg, d'acer inoxidable amb acabat satinat de superfcies exposades, antivandlic i amb visor de nivell de sab i clau de seguretat.Aixeta de regulaci per a inodor amb cisterna incorporada, mural, per a muntar superficialment, amb tub d'enlla incorporat, de llaut cromat, preu alt, amb entrada de 1/2Inodor de porcellana vitrificada, de sortida vertical, amb seient i tapa, cisterna i mecanismes de descrrega i alimentaci incorporats, de color blanc, preu alt, amb els elements de fixaci i per a col.locar sobre el pavimentLavabo de porcellana vitrificada senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, amb elements de fixaci i suport muralMassilla per a segellats, d'aplicaci amb pistola, de base silicona neutra monocomponentElement de muntatge per a tub de PVC de D=40 mmAccessori genric per a tub de PVC de D=40 mmTub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 40 mm i de llargria 5 m, per a encolarTub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm i de llargria 5 m, per a encolarAccessori genric per a tub de PVC de D=110 mmElement de muntatge per a tub de PVC de D=110 mmTapa prefabricada de formig armat de 60x60x5 cmMa calat, de 290x140x100 mm, per a revestir, categoria I, HD, segons la norma UNE-EN 771-1Morter mixt de ciment prtland amb filler calcari CEM II/B-L, cal i sorra de pedra grantica amb 200 kg/m3 de ciment, amb una proporci en volum 1:2:10 i 2 N/mm2 de resistncia a compressi, elaborat a l'obra amb formigonera de 165 lCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 amb mdul de 0,5 m. de llargada.Tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 90 mm i de llargria 3 m, per a encolarBrida per a tub de PVC de dimetre entre 75 i 110 mmElement de muntatge per a tub de PVC de D=90 mmAccessori genric per a tub de PVC de D=90 mmMorter de ciment prtland amb filler calcari CEM II/B-L i sorra de pedra grantica amb 380 kg/m3 de ciment, amb una proporci en volum 1:4 i 10 N/mm2 de resistncia a compressi, elaborat a l'obra amb formigonera de 165 lSorra de pedrera de pedra grantica per a mortersCiment prtland amb filler calcari CEM II/B-L 32,5 R segons UNE-EN 197-1, en sacsLVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conglomerant hidr\'e0ulic format per diferents materials inorg\'e0nics finament dividits que, amassats amb aigua, formen una pasta que, mitjan\'e7ant un proc\'e9s d'hidrataci\'f3, endureix i un cop endurit conserva la seva resist\'e8ncia i estabilitat fins i tot sota l'aigua.\par S'han considerat els ciments regulats per la norma RC-03 amb les caracter\'edstiques seg\'fcents:\par - Ciments comuns (CEM)\par - Ciments d'aluminat de calci (CAC/R)\par - Ciments blancs (BL)\par - Ciments resistens a l'aigua de mar (MR)\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Ha de ser un material granular molt fi i estad\'edsticament homogeni en la seva composici\'f3.\par El ciment ha de ser capa\'e7, si es dosifica i barreja adequadament amb aigua i granulats, de produir un morter o un formig\'f3 que conservi la seva traballabilitat en un temps prou llarg i assolir, al final de per\'edodes definits, els nivells especificats de resist\'e8ncia i mantenir estabilitat de volum a llarg termini.\par No ha de tenir grumollLVALs ni principis d'aglomeraci\'f3.\par En activitats manuals en les que hi hagi risc de contacte amb la pell i d\'92acord amb l\'92establert a l\'92Ordre Presidencial 1954/2004 de 22 de juny, no s\'92han d\'92utilitzar o comercialitzar ciments amb un contingut de crom (VI) superior a dos parts per mili\'f3 del pes sec del ciment.\par CIMENTS COMUNS (CEM):\par Han de portar el marcat CE de conformitat amb el que disposen els Reals Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol.\par Els components han de complir els requisits especificats en el cap\'edtol 5 de la norma UNE-EN 197-1.\par Tipus de ciments:\par - Ciment P\'f2rtland: CEM I\par - Ciment P\'f2rtland amb addicions: CEM II\par - Ciment P\'f2rtland amb esc\'f2ries de forn alt: CEM III\par - Ciment putzol\'e0nic: CEM IV\par - Ciment compost: CEM V\par Alguns d\'92aquests tipus es divideixen en subtipus, segons el contingut de l\'92addici\'f3 o barreja d\'92addicions presents en el ciment. Segons aquest contingut creixent els subtipus poden ser A, B o C.\par Addicions del clinker p\'f2rtland (K):\par - Esc\'f2ria de forn alt: S\par - Fum de s\'edlice: D\par - Putzolana natural: P\par - Putzolana natural calcinada: Q\par - Cendra volant Sic\'edlia: V\par - Cendra volant calc\'e0ria: W\par - Esquist calcinat: T\par - Filler calcari L: L\par - Filler calcari LL: LL\par Relaci\'f3 entre denominaci\'f3 i designaci\'f3 dels ciments comuns segons el tipus, subtipus i addicions:\par +------------------------------------------------------+\par \'a6 Denominaci\'f3 \'a6 Designaci\'f3 \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland \'a6 CEM I \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland amb esc\'f2ria \'a6 CEM II/A-S \'a6\par \'a6 \'a6 CEM II/B-S \'a6\par \'a6---------------------------------------\'a6--------------\'LVALa6\par \'a6 Ciment p\'f2rtland amb fum de s\'edlice \'a6 CEM II/A-D \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland amb Putzolana \'a6 CEM II/A-P \'a6\par \'a6 \'a6 CEM II/B-P \'a6\par \'a6 \'a6 CEM II/A-Q \'a6\par \'a6 \'a6 CEM II/B-Q \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland amb cendres \'a6 CEM II/A-V \'a6\par \'a6 volants \'a6 CEM II/B-V \'a6\par \'a6 \'a6 CEM II/A-W \'a6\par \'a6 \'a6 CEM II/B-W \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland amb esquist \'a6 CEM II/A-T \'a6\par \'a6 calcinat \'a6 CEM II/B-T \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland amb filler \'a6 CEM II/A-L \'a6\par \'a6 calcari \'a6 CEM II/B-L \'a6\par \'a6 \'a6 CEM II/A-LL \'a6\par \'a6 \'a6 CEM II/B-LL \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland mixt \'a6 CEM II/A-M \'a6\par \'a6 \'a6 CEM II/B-M \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment amb esc\'f2ries de \'a6 CEM III/A \'a6\par \'a6 forn alt \'a6 CEM III/B \'a6\par \'a6 \'a6 CEM III/C \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment putzol\'e0nic \'a6 CEM IV/A \'a6\par \'a6 LVAL \'a6 CEM IV/B \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment compost \'a6 CEM V/A \'a6\par \'a6 \'a6 CEM V/B \'a6\par +------------------------------------------------------+\par En ciments p\'f2rtland mixtos CEM II/A-M i CEM II/B-M, en ciments putzol\'e0nics CEM IV/A i CEM IV/B i en ciments compostos CEM V/A i CEM V/B els components principals a m\'e9s del clinker han de ser declarats a la designaci\'f3 del ciment.\par La composici\'f3 dels diferents ciments comuns ha de ser l\'92especificada al cap\'edtol 6 de la norma UNE-EN 197-1.\par Els ciments comuns han de complir les exig\'e8ncies mec\'e0niques, f\'edsiques, qu\'edmiques i de durabilitat especificades al cap\'edtol 7 de la norma UNE-EN 197-1.\par CIMENTS D'ALUMINAT DE CAL\'c7 (CAC/R):\par Ciment obtingut per una mescla de materials aluminosos i calc\'e0ris.\par D\'92acord amb el Real Decret 1313/1988 de 28 d\'92octubre i L\'92Ordre Ministerial de 17 de gener de 1989, han de portar el Certificat de Conformitat amb Requisits Reglamentaris (CCRR).\par Han de complir les exig\'e8ncies mec\'e0niques, f\'edsiques i qu\'edmiques especificades al cap\'edtol 7 de la norma UNE 80310.\par CIMENTS BLANCS (BL):\par Ciments hom\'f2legs de les normes UNE-EN 197-1 (ciments comuns) i UNE-EN 413-1 (ciments de ram de paleta) que compleixin amb l\'92especificaci\'f3 de blancor.\par \'cdndex de blancor (UNE 80117): >= 85\par D\'92acord amb el Real Decret 1313/1988 de 28 d\'92octubre i L\'92Ordre Ministerial de 17 de gener de 1989, han de portar el Certificat de Conformitat amb Requisits Reglamentaris (CCRR).\par La composici\'f3, aix\'ed com les prescripcions mec\'e0niques, f\'edsiques, qu\'edmiques i de durabilitat que han de complir els ciments comuns blancs s\'f3n les mateixes que les especificades per als ciments comuns a la norma UNE-EN 197-1.\par La composici\'f3, aix\'ed com les prescripcions mec\'e0niques, f\'edsiques i qu\'edmiques queLVAL ha de complir el ciment blanc de ram de paleta (BL 22,5 X) s\'f3n les mateixes que les especificades per al ciment hom\'f2leg a la norma UNE-EN 413-1.\par CIMENTS RESISTENTS A L'AIGUA DE MAR (MR):\par D\'92acord amb el Real Decret 1313/1988 de 28 d\'92octubre i L\'92Ordre Ministerial de 17 de gener de 1989, han de portar el Certificat de Conformitat amb Requisits Reglamentaris (CCRR).\par Relaci\'f3 entre denominaci\'f3 i designaci\'f3 dels ciments resistents a l\'92aigua de mar segons el tipus, subtipus i addicions:\par +------------------------------------------------------+\par \'a6 Denominaci\'f3 \'a6 Designaci\'f3 \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland \'a6 I \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland amb esc\'f2ria \'a6 II/A-S \'a6\par \'a6 \'a6 II/B-S \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland amb fum de s\'edlice \'a6 II/A-D \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland amb Putzolana \'a6 II/A-P \'a6\par \'a6 \'a6 II/B-P \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment p\'f2rtland amb cendres \'a6 II/A-V \'a6\par \'a6 volants \'a6 II/B-V \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment amb esc\'f2ries de \'a6 III/A \'a6\par \'a6 forn alt \'a6 III/B \'a6\par \'a6 \'a6 III/C \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment putzol\'e0nic \'a6 IV/A \'a6\par \'a6 LVAL \'a6 IV/B \'a6\par \'a6---------------------------------------\'a6--------------\'a6\par \'a6 Ciment compost \'a6 CEM V/A \'a6\par +------------------------------------------------------+\par Les especificacions generals en quan a composici\'f3 i a exig\'e8ncies mec\'e0niques, f\'edsiques, qu\'edmiques i de durabilitat que han de complir s\'f3n les corresponents als ciments comuns hom\'f2legs de la norma UNE-EN 197-1.\par Han de complir els requisits addicionals especificats al cap\'edtol 7.2 de la norma UNE 80303-2.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: de manera que no s'alterin les seves caracter\'edstiques.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par - Sistema 1+: Declaraci\'f3 CE de conformitat del fabricant i Certificat de conformitat CE del producte\par El fabricant ha de lliurar un full de caracter\'edstiques del ciment on s'indiqui la classe i proporcions nominals de tots els seus components.\par A l'albar\'e0 hi han de figurar les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Data de subministrament\par - Identificaci\'f3 del vehicle de transport\par - Quantitat subministrada\par - Designaci\'f3 i denominaci\'f3 del ciment\par - Refer\'e8ncia de la comanda\par - Refer\'e8ncia del certificat de conformitat o de la marca de qualitat equivalent\par - Advert\'e8ncies en mat\'e8ria de seguretat i salut per a la manipulaci\'f3 del producte\par - Restriccions d'utilitzaci\'f3\par Si el ciment es subministra en sacs, als sacs hi ha de figurar les seg\'fcents dades:\par - Dates de producci\'f3 i d\'92ensacat del ciment\par - Pes net\par - Designaci\'f3 i denominaci\'f3 del ciment\par - Nom del fabricant o marca comercial\par - Restriccions d'utilitzaci\'f3\par - Advertencies en mat\'e8ria de seguLVALretat i salut per a la maipulaci\'f3 del producte\par El fabricant ha de facilitar, si li demanen, les dades seg\'fcents:\par - Inici i final d'adormiment\par - Si s'han incorporat additius, informaci\'f3 detallada de tots ells i dels seus efectes\par Si el ciment es subministra a granel s'ha d'emmagatzemar en sitges.\par Si el ciment es subministra en sacs, s'han d'emmagatzemar en un lloc sec, ventilat, protegit de la intemp\'e8rie i sense contacte directe amb la terra, de manera que no s'alterin les seves condicions.\par Temps m\'e0xim d'emmagatzematge dels ciments:\par - Classes 22,5 i 32,5: 3 mesos\par - Classes 42,5 : 2 mesos\par - Classes 52,5 : 1 mes\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1313/1988, de 28 de octubre, por el se declara obligatoria la homologaci\'f3n de los cementos para la fabricaci\'f3n de hormigones y morteros para todo tipo de obras y productos prefabricados.\par Orden de 17 de enero de 1989 por la que se establece la certificaci\'f3n de conformidad a normas como alternativa de la homologaci\'f3n de los cementos para la fabricaci\'f3n de hormigones y morteros para todo tipo de obras y productos prefabricados.\par Real Decreto 1630/1992, de 29 de diciembre, por el que se dictan disposiciones para la libre circulaci\'f3n de productos de construcci\'f3n, en aplicaci\'f3n de la Directiva 89/106/CEE.\par Real Decreto 1328/1995, de 28 de julio, por el que se modifica, en aplicaci\'f3n de la Directiva 93/68/CEE, las disposiciones para la libre circulaci\'f3n de productos de construcci\'f3n, aprobadas por el Real Decreto 1630/1992, de 29 de diciembre.\par Real decreto 1797/2003, de 26 de diciembre, por el que se aprueba la Instrucci\'f3n para la recepci\'f3n de cementos (RC-03).\par UNE-EN 197-1:2000 Cemento. Parte 1: Composici\'f3n, especificaciones y criterios de conformidad de los cementos comunes.\par UNE 80310:1996 Cementos de alLVALuminato de calcio.\par UNE 80305:2001 Cementos blancos.\par UNE 80303-2:2001 Cementos con caracter\'edsticas adicionales. Parte 2: Cementos resistentes al agua de mar.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Aig\'fces utilitzades per algun dels usos seg\'fcents:\par - Confecci\'f3 de formig\'f3\par - Confecci\'f3 de morter\par - Confecci\'f3 de pasta de guix\par - Reg de plantacions\par - Conglomerats de grava-ciment, terra-ciment, grava-emulsi\'f3, etc.\par - Humectaci\'f3 de bases o subbases\par - Humectaci\'f3 de peces cer\'e0miques, de ciment, etc.\par CARACTER\'cdSTIQUES GENERALS:\par Poden ser utilitzades les aig\'fces potables i les sancionades com a acceptables per la pr\'e0ctica.\par Es poden utilitzar aig\'fces de mar o salines an\'e0logues per a la confecci\'f3 o curat de formigons sense armadura. Per a la confecci\'f3 de formig\'f3 armat o pretesat es prohibeix l'\'fas d'aquestes aig\'fces, tret del cas que es facin estudis especials.\par Si ha d'utilitzar-se per a la confecci\'f3 o el curat de formig\'f3 o de morters i no hi ha antecedents de la seva utilitzaci\'f3 o aquesta presenta algun dubte s'haur\'e0 de verificar que acompleix totes aquestes caracter\'edstiques:\par Exponent d'hidrogen pH (UNE 7-234): >= 5\par Total de subst\'e0ncies dissoltes (UNE 7-130): <= 15 g/l\par Sulfats, expressats en SO4- (UNE 7-131)\par - En cas d'utilitzar-se ciment SR: <= 5 g/l\par - En la resta de casos: <= 1 g/l\par I\'f3 clor, expressat en Cl- (UNE 7-178)\par - Formig\'f3 pretesat: <= 1 g/l\par - Formig\'f3 armat: <= 3 g/l\par - Formig\'f3 en massa amb armadura de fissuraci\'f3: <= 3 g/l\par Hidrats de carboni (UNE 7-132): 0\par Subst\'e0ncies org\'e0niques solubles en \'e8ter (UNE 7-235): <= 15 g/l\par I\'f3 clor total aportat per components d LVAL 'un formig\'f3 no pot superar:\par - Pretensat: <= 0,2% pes de ciment\par - Armat: <= 0,4% pes de ciment\par - En massa amb armadura de fissuraci\'f3: <= 0,4% pes de ciment\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament i emmagatzematge: De manera que no s'alterin les seves condicions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }rLVALRn{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Brides per a la subjecci\'f3 o suspensi\'f3 dels tubs d'evacuaci\'f3 d'aig\'fces pluvials o residuals en els seus paraments de suport, en forma d'abra\'e7adora encastable de xapa d'acer, galvanitzada.\par CARACTER\'cdSTIQUES GENERALS:\par L'abra\'e7adora ha de constar de dues parts que s'uneixin pel pla diametral, per mitj\'e0 d'una brida i un cargol o dos cargols galvanitzats.\par Una de les parts de la brida ha de portar una pota d'ancoratge per a encastar a l'obra.\par El recobriment de zinc ha de ser llis, sense discontinu\'eftats, exfoliacions o d'altres defectes.\par L'abra\'e7adora no ha de tenir rugositats ni rebaves.\par Di\'e0metre de l'abra\'e7adora (D): 5 <= D <= 50 cm\par Ampl\'e0ria: >= 1,5 cm\par Gruix: >= 0,05 cm\par Recobriment de protecci\'f3 (galvanitzaci\'f3): >= 275 g/m2\par Puresa del zinc de recobriment: >= 98,5%\par Les condicions de galvanitzaci\'f3 s'han de verificar d'acord amb la UNE 7-183 i UNE 37-501.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetades en caixes. A cada brida o albar\'e0 de lliurament hi ha d'haver les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Di\'e0metre del tub que abra\'e7a\par Emmagatzematge: En llocs secs i ventilats, protegides d'impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }>ea@ C H : g x Z[}r4   EJ4ACCESSORIS I COMPLEMENTS DE BANYPOProjecte del Servei d'Emergncn2. G BJ24AIXETES I ACCESSORIS PER A INODORSETProjecte del Servei d'Emergncq51 G BJ2AIXETES I ACCESSORIS PER A APARELLS SANITARISETProjecte del Servei d'Emergnc{?; G EJ24AIXETES I ACCESSORIS PER A INODORSPOProjecte del Servei d'Emergncq51 G EJ2AIXETES I ACCESSORIS PER A APARELLS SANITARISPOProjecte del Servei d'Emergnc{?; G BJ14INODORSETProjecte del Servei d'EmergncV G EJ14INODORSPOProjecte del Servei d'EmergncV G BJ13LAVABOSETProjecte del Servei d'EmergncV G BJ1APARELLS SANITARISETProjecte del Servei d'Emergnc`$ G BJMATERIALS PER A INSTAL.LACIONS DE LAMPISTERIA, REG I APARELLS SANITARISETProjecte del Servei d'EmergncWS G B7J5SEGELLANTSETProjecte del Servei d'EmergncY G B7JMATERIALS PER A JUNTS I SEGELLATSETProjecte del Servei d'Emergnco3/ G EJ13LAVABOSPOProjecte del Servei d'EmergncV G EJ1APARELLS SANITARISPOProjecte del Servei d'Emergnc`$ G EJINSTAL.LACIONS DE LAMPISTERIA I APARELLS SANITARISPOProjecte del Servei d'Emergnc~B> G ED11DESGUASSOSPOProjecte del Servei d'EmergncY G BD3CAIXES PER A EVACUACI D'AIGES RESIDUALSETBanc GISA Edificaci Obra Novaw;7 G BD3ZMATERIALS AUXILIARS PER A PERICONS DE SANEJAMENTETBanc GISA Edificaci Obra NovaC? G B0F1MAONS CERMICSETProjecte del Servei d'Emergnc]! G B0FMATERIALS BSICS DE CERMICAETProjecte del Servei d'Emergncj.* G B053CALSETProjecte del Servei d'EmergncT G ED35PERICONSPOProjecte del Servei d'EmergncW G ED3CAIXES SIFNIQUES I PERICONSPOProjecte del Servei d'Emergncj.* G BD5HCANALS DE FORMIG DE POLMERS PER A DRENATGESETObres per el drenatge de les a|@< G GD5HCANALS DE FORMIG DE POLMERS PER A DRENATGESPOObres per el drenatge de les a|@< G GD5DRENATGESPOObres per el drenatge de les aW G GDDRENATGES, SANEJAMENT I CANALITZACIONSPOObres per el drenatge de les ar62 G ED1DESGUASSOS I BAIXANTSPOBanc GISA Edificaci Obra Novac'# G ED15BAIXANTS I CONDUCTES DE VENTILACI AMB TUBS DE MATERIALS PLSTICSPOBanc GISA Edificaci Obra NovaTP G BD13TUBS DE MATERIALS PLSTICSETBanc GISA Edificaci Obra Novai-) G BD1TUBS I ACCESSORIS PER A EVACUACI VERTICAL D'AIGES RESIDUALSETBanc GISA Edificaci Obra NovaOK GLVALn{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Tubs de materials pl\'e0stics, per a conductes d\'92evacuaci\'f3 d\'92aig\'fces pluvials i residuals dins dels edificis.\par S'han considerat els tipus seg\'fcents:\par - Tubs i accessoris de PVC-U de paret massissa, fabricat segons norma UNE-EN 1329\par - Tubs i accessoris de PVC-U de paret estructurada, fabricat segons norma UNE-EN 1453\par - Tubs i accessoris de PP (polipropil\'e8) de paret massissa, fabricat segons norma UNE-EN 1451\par - Tubs i accessoris de PP (polipropil\'e8) paret tricapa\par CARACTER\'cdSTIQUES GENERALS:\par El fabricant ha de garantir que les caracter\'edstiques del material que composen els tubs i accessoris, aix\'ed com les caracter\'edstiques generals, geom\'e8triques, mec\'e0niques i f\'edsiques dels tubs compleixen les normes UNE-EN corresponents, si \'e9s el cas.\par La superf\'edcie interna i externa del tub ha de ser llisa i neta. No ha de tenir defectes superficials com ara ratlles, bombolles, impureses o porus.\par El tub ha de tenir una superf\'edcie de color uniforme.\par Els tubs han de tenir els seus extrems acabats en un tall perpendicular a l\'92eix.\par El codi d\'92aplicaci\'f3 indica on es poden utilitzar els tubs:\par - \'93B\'94 codi per a \'e0rea d\'92aplicaci\'f3 dels components utilitzats per sobre del s\'f2l en el interior de l\'92edifici o per a components a l\'92exterior de l\'92edifici fixats a la paret.\par - \'93D\'94 codi per a \'e0rea d\'92aplicaci\'f3 que es situa a menys d\'921m de l\'92edifici i on els tubs i accessoris estan enterrats i connectats als sistemes d\'92evacuaci\'f3 d\'92aig\LVAL'fces residuals de l\'92edifici. \par - \'93BD\'94 codi per a \'e0rea d\'92aplicaci\'f3 B i D\par Els tubs han d\'92anar marcats segons la normativa corresponent a interval d\'921 m. El marcatge ha de ser llegible despr\'e9s de l\'92emmagatzematge, exposici\'f3 a la intemp\'e8rie, instal\'b7laci\'f3 i posada a l\'92obra del tub.\par El marcatge no ha de produir defectes al tub (fissures, disminuci\'f3 del gruix m\'ednim de les parets, etc.).\par El marcatge ha de contenir com a m\'ednim la seg\'fcent informaci\'f3:\par - N\'famero de la norma (si en t\'e9 d\'92obligat compliment)\par - Nom del fabricant i/o marca comercial\par - Di\'e0metre nominal\par - Gruix m\'ednim de paret\par - Material\par - Codi de l\'92\'e0rea d\'92aplicaci\'f3\par - Rigidesa anular nominal (nom\'e9s pels tubs BD)\par - Informaci\'f3 del fabricant: any i mes de fabricaci\'f3 i identificador del lloc de fabricaci\'f3\par - Prestacions en clima fred\par TUBS DE PVC-U DE PARET MASSISSA:\par Material del tub est\'e0 format per PVC al que s\'92afegeixen additius necessaris per a facilitar la fabricaci\'f3 dels components d\'92acord amb els requisits de la norma UNE-EN 1329-1\par Toler\'e0ncies:\par - Di\'e0metre exterior:\par - 32-40-50-63: 0 a 0,2mm.\par - 75-80-82-90-100-110-125: 0 a 0,3mm\par - 140-160-180: 0 a 0,4mm\par - 200-250: 0 a 0,5mm\par - 350: 0 a 0,6mm\par - Gruix parets:\par - \'e0rea d\'92aplicaci\'f3 B\par - 32-40-50-63-75-80-82-90-100: 3 a 3,5mm\par - 110-125-140-160: 3,2 a 3,8mm\par - 180: 3,6 a 4,2mm\par - 200: 3,9 a 4,5mm\par - 250: 4,9 a 5,6mm\par - 315: 6,2 a 7,1mm\par - \'e0rea d\'92aplicaci\'f3 BD\par - 75- 80-82-90-100: 3 a 3,5mm\par - 110-125: 3,2 a 3,8mm\par - 140: 3,5 a 4,1 mm\par - 160: 4,0 a 4,6 mm\par - 180: 4,4 a 5,0 mm\par - 200: 4,9 a 5,6 mm\par - 250: 6,2 a 7,1 mm\par - 315: 7,7 a 8,7 mm\par TUBS DE PVC-U LVALDE PARET ESTRUCTURADA:\par Han d\'92estar formats per una capa interna i altre externa, llises, de PVC-U, compacte, entre les que s\'92ha introdu\'eft material de PVC-U escumat o nervis de PVC-U compacte, d\'92acord amb els requisits indicats en la normativa UNE-EN 1453.\par Nom\'e9s es poden utilitzar per a muntatge a l\'92interior dels edificis, \'e0rea d\'92aplicaci\'f3 B\par Toler\'e0ncies:\par - Di\'e0metre exterior:\par - 32-40-50-63: 0 a 0,2mm.\par - 75-80-82-90-100-110-125: 0 a 0,3mm\par - 140-160-180: 0 a 0,4mm\par - 200-250: 0 a 0,5mm\par - 350: 0 a 0,6mm\par - Gruix total de la paret:\par - 32-40-50-63-75-80-82-90-100: 3 a 3,5mm\par - 110-125-140-160: 3,2 a 3,8mm\par - 180: 3,6 a 4,2mm\par - 200: 3,9 a 4,5mm\par - 250: 4,9 a 5,6mm\par - 315: 6,2 a 7,1mm\par TUBS DE PP DE PARET MASSISSA:\par El compost que forma els tubs est\'e0 constru\'eft de material a base de PP (pol\'edmer o copol\'edmer) al que se li afegeixen additius necessaris per a facilitar la fabricaci\'f3 dels components, d\'92acord amb UNE-EN 1451-1.\par Toler\'e0ncies:\par - Di\'e0metre exterior:\par - 32-40-50-63: 0 a 0,3mm.\par - 75-80-90-100-110-125: 0 a 0,4mm\par - 160: 0 a 0,5mm\par - 200: 0 a 0,6mm\par - 250: 0 a 0,8mm\par - 315: 0 a 1,0 mm\par - Gruix paret:\par - Es variable segons di\'e0metre i s\'e8rie del tub. UNE-EN 1451-1\par TUBS DE PP DE PARET TRICAPA:\par Toler\'e0ncies:\par Les toler\'e0ncies de di\'e0metre, gruix parets i longitud les especificar\'e0 el fabricant.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Protegit de manera que no s'alterin les seves caracter\'edstiques.\par Emmagatzematge: Assentats horitzontalment sobre superf\'edcies planes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par TUBS DE PVC-U DE PARET MASSISSA:\par UNE-ENLVAL 1329-1:1999 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para evacuaci\'f3n de aguas residuales (a baja y a alta temperatura) en el interior de la estruct.de los edificios. Poli(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Especif. para tubos,accesorios\par TUBS DE PVC-U DE PARET ESTRUCTURADA:\par UNE-EN 1453-1:2000 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos con tubos de pared estructurada para evacuaci\'f3n de agua residuales (a baja y a alta temperatura) en el interior de la estructura de los edificios. Poli(cloruro de vinilo) no plastificado (PVC-U). Parte 1: Requisitos para los tubos y el sistema.\par TUBS DE PP DE PARET MASSISSA:\par UNE-EN 1451-1:1999 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para evacuaci\'f3n de aguas residuales (a baja y a alta temperatura) en el interior de la estructura de los edificios. Polipropileno (PP). Parte 1: Especificaciones para tubos, accesorios y el sistema.\par TUBS DE PP DE PARET TRICAPA:\par *UNE-EN 1451-1:1999 Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para evacuaci\'f3n de aguas residuales (a baja y a alta temperatura) en el interior de la estructura de los edificios. Polipropileno (PP). Parte 1: Especificaciones para tubos, accesorios y el sistema.\par\pard\par }LVALn{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Baixants i conductes de ventilaci\'f3 d\'92instal\'b7lacions d'evacuaci\'f3 d'edificis amb tub de PVC o polipropil\'e8.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 dels tubs\par - Fixaci\'f3 dels tubs\par - Col\'b7locaci\'f3 d'accessoris\par - Execuci\'f3 d'unions necess\'e0ries\par CONDICIONS GENERALS:\par El tram muntat ha de quedar aplomat i fixat s\'f2lidament a l\'92obra.\par Ha de ser estanc en tot el seu recorregut.\par Els tubs s\'92han de subjectar per mitj\'e0 d\'92abra\'e7adores encastables, una de fixaci\'f3 sota l\'92embocadura i la resta de guiatge a intervals regulars.\par El pes d\'92un tub no ha de gravitar sobre el tub inferior.\par Les unions entre els tubs s\'92han de fer seguint les instruccions del fabricant.\par El baixant no ha de tenir, en el sentit del recorregut descendent, reduccions de secci\'f3 en cap punt.\par Els conductes de ventilaci\'f3 han de tenir un di\'e0metre uniforme al llarg de tot el seu recorregut.\par El pas a trav\'e9s d\'92elements estructurals s\'92ha de protegir amb un contratub de secci\'f3 m\'e9s gran.\par La franqu\'edcia entre el tub i el contratub, i entre el tub i la valona s'ha d'ataconar amb massilla.\par Els conductes han de quedar suficientment separats dels paraments per a facilitar les operacions de reparaci\'f3 i evitar la formaci\'f3 de condensacions.\par Els trams vistos amb risc d\'92impacte han de quedar protegits adequadament.\par Els baixants instal.lats mai no han de ser horitzontals o en contrapendent.\par Nombre d'abLVALra\'e7adores per tub: >= 2\par Dist\'e0ncia entre les abra\'e7adores:\par - Baixant: <= 15 vegades el di\'e0metre del baixant\par - Conducte de ventilaci\'f3: <= 150 cm\par Gruix del parament al que es subjecta el conducte:\par - Baixant: >= 12 cm\par - Conducte de ventilaci\'f3: >= 9 cm\par Pendent del conducte de ventilaci\'f3 terci\'e0ria: >= 1 %\par Toler\'e0ncies d'execuci\'f3:\par - Desploms verticals: <= 1%, <= 30 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Per a fer la uni\'f3 dels tubs no s\'92han de for\'e7ar ni deformar els extrems.\par No s'han de manipular ni corbar els tubs.\par Els canvis direccionals i les connexions s\'92han de fer per mitj\'e0 de peces especials.\par Tots els talls s'han de fer perpendicularment a l'eix del tub.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material corresponents a retalls i la repercussi\'f3 de les peces especials a col\'b7locar.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par\pard\par }^XXXXX\δ ` d  h  l  p  t x$|(,Ą0ÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈÈ444444448<J38B7DG@@:53-(& ?HzG@??EAF5ALR5B7J50010@@:53-(& Q?V}b @?Q?EAF5ALR5B7J50090@@:53-(& ?Hz@??EAF5ALR5A013M000@@:53-(& ?ffffff<@??EAF5ALR5A012M000@@:53-(& @ w@?@EAF5ALR5BAZGTGEZ@@:53-(& ?@??EAF5ALR5B7F5ALR5@@:53-(& ?4@??EAF5ALR6B7F5ALR6@@:53-(& ?І@??EAF7ALR4BAF7ALR4@@:53-(& ?@??EJ38B7DGBJ38B7DG@@:53-(& ?Q@??EJ42U010A012J000@@:53-(& ?p= ׃M@??EJ42U010BJ42U010@@:53-(& X9v?MbX??X9v?EJ24A121A013J000@@:53-(& ?Q@??EJ24A121A012J000@@:53-(& ?\(\'@??EJ24A121BJ24A121@@:53-(& (\?Q@?(\?EJ14BA1PA013J000@@:53-(& ?ffffff<@??EJ14BA1PA012J000@@:53-(& ~jt?EJY??~jt?EJ14BA1PB7J50010@@:53-(& ?)\f@??EJ14BA1PBJ14BA1P@@:53-(& ?333333???EJ13B212A013J000@@:53-(& ?V-"@??EJ13B212A012J000@@:53-(& ? ףp=*C@??EJ13B212BJ13B212@@:53-(& ?HzG???EJ13B212B7J50010@@:53-(&  ףp= ?Gz @? ףp= ?ED111B21A013J000@@:53-(&  ףp= ?6[ @? ףp= ?ED111B21A012J000@@:53-(& ?{Gz???ED111B21BDY3B200@@:53-(& ?\(\???ED111B21BDW3B200@@:53-(& ????ED111B21BD13129B@@:53-(&  ףp= ?Gz @? ףp= ?ED111B71A013J000@@:53-(&  ףp= ?6[ @? ףp= ?ED111B71A012J000@@:53-(& ?fffff&@??ED111B71BD13179B@@:53-(& ?Gz@??ED111B71BDW3B700@@:53-(& ?{Gz???ED111B71BDY3B700@@:53-(& ?p= c2@??ED353355A0140000@@:53-(& DJ?g,N@?DJ?ED353355D070A4D1@@:53-(& @= ףpE@?@ED353355A0122000@@:53-(& MbP?p>?P??MbP?ED353355B0111000@@:53-(& -C6j?֋hW??-C6j?ED353355B0512401@@:53-(& %u?#4 @?%u?ED353355B064300C@@:53-(& sh|C@^2#@?sh|C@ED353355B0F1D2A1@@:53-(& ?.@??ED353355BD3Z2665@@:53-(& q= ףp?z6 @?q= ףp?GD5HU5DAA0140000@@:53-(& MbX?E'@?MbX?GD5HU5DAB064300C@@:53-(& ?W@??GD5HU5DABD5HU5DA@@:53-(& ףp= ?hoD@?ףp= ?GD5HU5DAA012N000@@:53-(&  ףp= ?7d@? ףp= ?ED15B671A0127000@@:53-(&  ףp= ?  @? ףp= ?ED15B671A0137000@@:53-(&_΋ K K q--Y%?ffffff"@p= c"@p= c"@&?= ףpa@L7A`2@@l gؑ@Y@@EAF7AL03Balconera AL.3 alumini lacat plata natural mate,trenc.pont trmic,1bat,1fix ,140x225cm preu alta@;uEAF7AL03POProjecte del'ampliaci i reforVEN.3<22ysnl >&?Hz@L7A`2@?$@A(@Y@@EAF7AL02Balconera AL.2 alumini lacat plata natural mate,trenc.pont trmic,1bat,1fix ,140x225cm preu altB@ uEAF7AL02POProjecte del'ampliaci i reforVEN.3<22ysnl >&?q= ף"@p= c"@p= c"@\@@K2194621Arrencada pavim. pedra nat.,mitjans man.,crrega manualo@m2K2194621POBanc_GISA_Rehabilitaci_2008_vVEN.3  ysnl >&?RQ@Cl@Cl@]@@K2194721Arrencada pavim. terratzo,mitjans man.,crrega manualj@m2K2194721POBanc_GISA_Rehabilitaci_2008_vVEN.3  ysnl >&?333333#@L7A`"@L7A`"@Z@@K218UA71Arrencada amb recup. coron.,pedra art.,fins 30cm,mitjans man.,crrega manual@mK218UA71POProjecte del'ampliaci i reforVEN.3)ysnl >&?q= ףp@Pkw@Pkw@V@@K2183721Arrencada aplacat,fusta,llist.,mitjans man.,crrega manualr@ m2K2183721POBanc_GISA_Rehabilitaci_2008_vVEN.3ysnl >&?Q]@a+U@9#J{S<@/L \@P@@K2148341Enderroc,crcol,form.arm.,m+compress.crrega manualn@ m3K2148341POBanc_GISA_Rehabilitaci_2008_vVEN.3  ysnl >&?Q8)@ʡEs&@RQ?ˡE}(@T@@K2164771Enderroc paret tancam. ma calat,g=15cm,a m+mart.trenc.man.,crrega manual@m2K2164771POBanc_GISA_Rehabilitaci_2008_vVEN.3*  ysnl >&?Q@jt@jt@g@@K21BU0ONArrencada planxa metl. estruc. suport,mitjans man.,crr.man.u@m2K21BU0ONPOProjecte del'ampliaci i reforVEN.3ysnl >&?(\O>@Cl=@Cl=@cq@@K21A30UGArrencada full+bastim. porta int.,mitjans man.,crr.man.@uK21A30UGPOProjecte del'ampliaci i reforVEN.3  ysnl >&?RQ@Cl @Cl @Y@@K218U00PRascat pintura en parets,m.man.,crrega man.e@m2K218U00PPOProjecte del'ampliaci i reforVEN.3 ysnl >&?RQ@v@/$?@e@@K21B1011Arrencada barana metl.,90-110cm,mitjans man.,crr.man.x@mK21B1011POBanc_GISA_Rehabilitaci_2008_vVEN.3  ysnl >LVAL-{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Execuci\'f3 de caixa per a drenatges amb canal de peces prefabricades amb bastidor i reixa de fosa o d'acer, sobre solera de formig\'f3.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par En caixa de formig\'f3:\par - Comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 del formig\'f3 de la solera\par - Muntatge dels m\'f2duls prefabricats\par - Preparaci\'f3 de la trobada de la caixa amb el tub de desgu\'e0s\par - Col\'b7locaci\'f3 del formig\'f3 lateral de la caixa\par - Col\'b7locaci\'f3 de les reixes\par\par CONDICIONS GENERALS:\par La solera ha de quedar plana, anivellada i a la fond\'e0ria prevista a la DT.\par La caixa ha de quedar aplomada i ben assentada sobre la solera.\par El nivell del coronament ha de permetre la col\'b7locaci\'f3 del bastiment i la reixa enrasats amb el paviment o zona adjacent sense sobresortir d'ella.\par El forat per al pas del tub de desgu\'e0s ha de quedar preparat.\par La caixa acabada ha d'estar neta de qualsevol tipus de residu.\par Resist\'e8ncia caracter\'edstica estimada del formig\'f3 (Fest) al cap de 28 dies: >= 0,9 x Fck\par Toler\'e0ncies d'execuci\'f3:\par - Nivell de la solera: \'b1 20 mm\par - Aplomat total: \'b1 5 mm\par - Planor: \'b1 5 mm/m\par - Escairat: \'b1 5 mm respecte el rectangle te\'f2ric\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C, sense pluja.\par No pot transc\'f3rrer m\'e9s d'1 hora des de la fabricaci\'f3 del formig\'f3 r LVAL fins el formigonament, a menys que la DF ho cregui convenient per aplicar medis que retardin l'adormiment.\par L'abocada s'ha de fer des d'una al\'e7\'e0ria inferior a 1,5 m, sense que es produeixin disgregacions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\par\pard\par }LVAL={\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elements prefabricats de formig\'f3 amb additius per a la formaci\'f3 de canals de recollida d'aigua als paviments, per a zones de circulaci\'f3 utilitzades per vianants o vehicles, amb la part proporcional d'accessoris extrems i de connexi\'f3 a al xarxa de sanejament i la reixa o tapa superior.\par S'han considerat els seg\'fcents elements de cobriment de la canal:\par - Reixa de fosa\par - Reixa d'acer inoxidable\par - Reixa d'acer galvanitzat\par - Tapa de formig\'f3 amb ranures laterals\par S'han considerat els seg\'fcents tipus de canal:\par - Sense pendent\par - Amb pendent cont\'ednua\par\par CARACTER\'cdSTIQUES GENERALS:\par El cos de la canal ha d'estar fet de formig\'f3 armat amb pol\'edmers o fibra de vidre, obtingut per un proc\'e9s d'emmotllament i curat del formig\'f3.\par No ha de tenir esquerdes, deformacions, balcaments ni escrostonaments a les arestes.\par Les canals han de tenir una amplada interior constant.\par Les canals sense pendent han de tenir l'al\'e7ada interior constant, i les canals amb pendent han de tenir un increment de l'al\'e7ada interior constant.\par Els extrems de les peces de la canal han d'acabar amb un tall perpendicular a l'eix, amb un encaix encadellat.\par Les canals amb pendent han de disposar de peces de diferent al\'e7ada, modulades per tal que permetin fer una canal amb pendent interior uniforme, amb la cara superior horitzontal.\par La superf\'edcie interior ha de ser regular i llisa. S'admeten petites irregularitats locals que no disminueixin la qualitat de la pe\'e7a, ni la capacitat de desgu\'e0s.LVAL\par La canal ha de tenir un sistema per encaixar les reixes o tapes, que permetin immobilitzar-les.\par Les reixetes o tapes han de tenir els encaixos adients perqu\'e8 una vegada col\'b7locades no es puguin despla\'e7ar lateralment.\par S'han de fixar al cos de la canal ja sigui amb algun dispositiu d'enclavament, amb una caracter\'edstica de disseny espec\'edfica o amb una massa suficient que n'asseguri l'estabilitat.\par Han de portar una marca que identifica la classificaci\'f3 segons UNE-EN 1433:\par - A 15: zones de vianants\par - B 125: voreres, zones de vianants i zones d'estacionament de vehicles\par - C 250: vorals i cunetes de carreteres o carrers\par - D 400: zones de tr\'e0nsit en carreteres o aparcament de tot tipus de vehicles\par - E 600: zones de tr\'e0nsit de vehicles pesats\par - F 900: zones amb c\'e0rregues molt grans\par El fabricant ha de garantir que el conjunt de canal i reixa o tapa col\'b7locada compleixen les condicions de la UNE-EN 1433.\par Les reixetes i les tapes han d'estar marcades com a m\'ednim amb la seg\'fcent informaci\'f3:\par - Refer\'e8ncia a la norma EN 1433\par - La classe a la que pertanyen\par - Nom i/o marca d'identificaci\'f3 del fabricant de la reixeta o tapa\par - Nom i/o marca d'identificaci\'f3 del fabricant de la unitat de reixeta \par - Data de fabricaci\'f3\par - El s\'edmbol normalitzat CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par El cos de la canal ha d'estar estar marcat com a m\'ednim amb la seg\'fcent informaci\'f3:\par - Refer\'e8ncia a la norma EN 1433\par - La classe a la que pertany\par - Nom i/o marca d'identificaci\'f3 del fabricant\par - El tipus de producte (M per a les canals que necessiten suport addicional per a suportar les c\'e0rregues verticals i horitzontals, I per a les canals que no necessiten aquest suport)\par - Data de fabricaci\'f3\par - Per a canals amb pendent incorporada, la seq\'fc\'e8ncia de cada unitat\par - Marcat relatiu a la resist\'e8LVALncia a la intemp\'e8rie\par - El s\'edmbol normalitzat CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par Toler\'e0ncies:\par - Llarg\'e0ria interior (L):\par - Per a L =< 1 000 mm: \'b1 2 mm\par - Per a 1 000 < L =< 4 000 mm: \'b1 4 mm\par - Per a L > 4 000 mm: \'b1 5 mm\par - Ampl\'e0ria interior (b):\par - Per a b =< 500 mm: \'b1 2 mm\par - Per a 500 < b =< 500 mm: \'b1 3 mm\par - Al\'e7\'e0ria interior (h):\par - Per a h =< 200 mm: \'b1 2 mm\par - Per a h > 200 mm: \'b1 1% amb un m\'e0xim de \'b1 3 mm\par - Toler\'e0ncia del despla\'e7ament horitzontal de la reixeta o tapa en el seu allotjament:\par - Obertura neta =< 400 mm: \'b1 7 mm\par - Obertura neta > 400 mm: \'b1 9 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Protegit de manera que no s'alterin les seves caracter\'edstiques.\par El subministrador ha d'aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d'avaluaci\'f3 de conformitat aplicable, d'acord amb el que disposa l'apartat 7.2.1 del CTE:\par - Sistema 3: Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat pel laboratori notificat\par A la documentaci\'f3 comercial, el s\'edmbol normalitzat CE s'ha d'acompanyar de la seg\'fcent informaci\'f3:\par - Nom o marca d'identificaci\'f3 i l'adre\'e7a social del fabricant\par - Els dos \'faltims d\'edgits de l'any en que s'ha fet el marcatge\par - Refer\'e8ncia a la norma EN 1433\par - Descripci\'f3 del producte: nom gen\'e8ric, material, dimensions, \'fas previst i lloc d'instal.laci\'f3\par - Caracter\'edstiques cobertes per la norma EN 1433\par - Capacitat de suport de c\'e0rrega (classificaci\'f3 segons la norma EN 1433)\par - Estanquitat a l'aigua\par - Durabilitat\par Emmagatzematge: En llocs protegits del sol, les gelades i els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Un LVAL itat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 1433:2003 Canales de drenaje para zonas de circulaci\'f3n para veh\'edculos y peatones. Clasificaci\'f3n, dise\'f1o y requisitos de ensayo, marcado y evaluaci\'f3n de conformidad.\par UNE-EN 1433/AC:2004 Canales de desag\'fce para zonas de circulaci\'f3n utilizadas por peatones y veh\'edculos. Clasificaci\'f3n, requisitos de dise\'f1o y de ensayo, marcado y evaluaci\'f3n de la conformidad.\par UNE-EN 1433/AC:2004 Canales de desag\'fce para zonas de circulaci\'f3n utilizadas por peatones y veh\'edculos. Clasificaci\'f3n, requisitos de dise\'f1o y de ensayo, marcado y evaluaci\'f3n de la conformidad.\par\par\pard\par }H 6 z # yuF<0?Gz?Gz?Gz?Gz?@t@ &&'LLLLLL__BD13129BTub PVC-U paret massissa,rea aplicaci B,DN=40mm,llarg.=5m,p/encolar~@mBD13129B0?Gz?Gz?Gz?Gz?@t@ &&'LLLLLL__BD13129BTub PVC-U paret massissa,rea aplicaci B,DN=40mm,llarg.=5m,p/encolar~@mBD13129BETVEN.2VEN.3,""  0?3@3@3@3@`Z@ P__A013J000Ajudant lampistaAjudant lampistahA013J000EMVEN.2VEN.3  0?Q6@Q6@Q6@Q6@q@ P__A012J000Oficial 1a lampistaOficial 1a lampistahA012J000EMVEN.2VEN.3 0?p= ף@p= ף@p= ף@p= ף@@t@ P__BD13179BTub PVC-U paret massissa,rea aplicaci B,DN=110mm,llarg.=5m,p/encolar@mBD13179BETVEN.2VEN.3-##   0?{Gz?{Gz?{Gz?{Gz?`Z@ P__BDY3B700Element munt. p/tub PVC,D=110mm2@ uBDY3B700ETVEN.2VEN.3 0?.@.@.@.@@@  PP__BD3Z2665Tapa pref.form.arm.,60x60x5cm2@ uBD3Z2665ETBD3Z2665Banc GISA Edificaci Obra NovaVEN.3@66 0?Q?Q?Q?Q?@A"__B0F1D2A1Ma calat,290x140x100mm,p/revestir,categoria I,HD,UNE-EN 771-1]@ uB0F1D2A1ETVEN.2VEN.3%       0? ףp= ? ףp= ? ףp= ? ףp= ? @harset0\fprq2 Ar} {\f1\from__B0532310Cal aria CL 90Cal aria CL 90kgB0532310ETVEN.2VEN.3  0?Z@%C3@rh|?ZLU@j+Z@s@@@ qLLLL__D070A4D1Morter mixt ciment prtland+fill.calc. CEM II/B-L,cal,sorra pedra granit.,200kg/m3 ciment,1:2:10,2N@ m3D070A4D1ECVEN.2VEN.3MCC99999555555+'"0?= ףp5@= ףp5@= ףp5@= ףp5@@@@__A012N000Oficial 1a d'obra pblicaOficial 1a d'obra pblicahA012N000EMVEN.2VEN.30?V@V@V@V@@terior 150 mm i lria exter__BD5HU5DACanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alri@mBD5HU5DAETVEN.2VEN.3KAA77777333333)' D @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@Q[:<H8:8Q[:<H8:8Q[:<H8:8Q[:>J8:8+Q[:>J8:8,Q[:>J8:8-Q[:x88:8 Q[:x88:8 Q[:x88:8 Q[<<88@8Q[<<88@8Q[<<88@8Q[:o6860Q[>:o6861Q[><o686Q[><o686 Q[>Bo68@Q[>Bo68@Q[>Bo6:6Q[>Bo6:6Q`<8:B:\ Q`<8:B:\ Q`<8:B:\ Q`<8:B:\ Q`<8:B:\ Q`<8<@8\ Q`<8<@8\ Q`<8<@8\ Q`<8<@8\ Q`<8<@8\ Q`O88HMB Q`O88HMB Q`O88HMB Q`O88HMB Q`O8o68: Q`O8o68: Q`O8o68: Q`O<8:6B CQ`O<8:6B DQ`O<8:6B Q`O<8>>8 ?Q`O<8>>8 @Q`O<8>>8 AQ`O<8>>8 BQ`O<8>>: ;Q`O<8>>: >: =Q`O<8>>: >Q`O<8>>< EQ`O<8>>< FQ`O<8>>< GQ`O<8>>< HQ`O<8>>m 7Q`O<8>>m 8Q`O<8>>m 9Q`O<8>>m :Q`O<mJ`f !Q`O<mJ`f "Q`O<mJ`f #Q`O>866> Q`O>866> Q`O>866> Q`O>866> Q`O>86DH IQ`O>86DH JQ`O>86DH KQ`OB:B:< Q`OB:B:< Q`OB:B:< Q`OLo66@ Q`OLo66@ Q`OLo66@  Qb<>B>fDQ_Qb<>B>fDQ`Qb<>B>fDQaQb<>B>fDQbQf:8<66@ ]KQf:8<66@ ]LQf:8<66@ ]MQf:8<86: ]HQf:8<86: ]IQf:8<86: ]JQf:8Jm<: ]EQf:8Jm<: ]FQf:8Jm<: ]GQf::8^<< ]@Qf::8^<< ]AQf::8^<< ]BQf::H ]CQf::H ]DQf::H Qf:>f:6J NQf:>f:6J OQf:>f:6J PQf:@@::H ]NQf:@@::H LQf:@@::H MQf:D:68<  Qf:D:68<  Qf:D:68<  Qf><>BD6 ]'Qf><>BD6 ](Qf><>BD6 ])QfD<88m> ]*QfD<88m> ]+QfD<H>mi ],QfD<H>mi ]-QfD<H>mk ].QfD<H>mk ]/QfD<o68: ]QfD<o68: ] QfD<o68: ]!QfDQ88MS ]QfDQ88MS ]QfDQ88MS ]QfDx8866 ]$QfDx8866 ]%QfDx8866 ]&QfDx:8uM ]QfDx:8uM ]QfDx:8uM ]QfDx::FF ]"QfDx::FF ]#QfDxQ8B8 ]QfDxQ8B8 ]Qh@8o668QQh@8o668QQh@8o668 SQh@8o66: OQh@8o66: PQh@8o66: QQh`:66:6  Qh`:66:6  Qh`:66:6  Qh`:o668 )Qh`:o668 *Qh`:o668 +Qh`:o66: &Qh`:o66: 'Qh`:o66: (Qh`:oJ68 8Qh`:oJ68 9Qh`:oJ68 :Qh`:oJ6: ;Qi>SHUx:@:>?S[k8o6@6_S[k8o6@6`S[k8o6@6`S[k@o886kS[k@o886lS[k@o886 S[k@o886 S[kJo686 S[kJo686 S[kJo686 S[kLo686 S[kLo686 S[kLo686 Si:U@od^QaSiB><8<8bSiB><8<8~SiB><8<8UO@Wo@OJLVAL9({\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Plaques de guix amb l'acabat de la cara vista amb cart\'f3. Eventualment amb altres plaques o l\'e0mines adherides a la cara interior, o formen un env\'e0 de dues cares vistes, amb l'interior reblert amb una ret\'edcula de cart\'f3.\par - Plaques de guix laminat:\par - Plaques de guix laminat tipus A\par - Plaques de guix laminat tipus H (plaques amb capacitat d\'92absorci\'f3 d\'92aigua redu\'efda)\par - Plaques de guix laminat tipus E (plaques per a exteriors)\par - Plaques de guix laminat tipus F (plaques amb la cohesi\'f3 de l\'92\'e0nima millorada a altes temperatures)\par - Plaques de guix laminat tipus P (plaques base de guix)\par - Plaques de guix laminat tipus D (plaques amb densitat controlada)\par - Plaques de guix laminat tipus R (plaques amb resist\'e8ncia millorada)\par - Plaques de guix laminat tipus I (plaques amb duresa superficial millorada)\par - Transformats de placa de guix laminat amb a\'efllament t\'e8rmic o ac\'fastic:\par - Transformats classe 1\par - Transformats classe 2\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar homologat d'acord amb el RD 1312/1986 o disposar d'una certificaci\'f3 de conformitat a normes segons l'ordre 14-1-1991.\par Els angles i les arestes vistes han de ser rectes.\par La superf\'edcie ha de ser plana, sense defectes com ara cops, bonys, taques, etc.\par PLAQUES DE GUIX LAMINAT:\par Resist\'e8ncia a flexi\'f3 (expressada com a c\'e0rrega de trencament a flexi\'f3):\par - Plaques tipus A, D, E, F, H, I:\par - Gruix nominal 9,5 mm:\par LVAL+{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de peric\'f3 a peu de baixant, de pas o sif\'f2nic.\par S\'92han considerat els tipus seg\'fcents:\par - Peric\'f3 \'93in situ\'94 amb solera de formig\'f3, parets de ma\'f3 calat o de ma\'f3 mass\'eds, arrebossades i lliscades interiorment i amb tapa fixa o registrable.\par - Peric\'f3 prefabricat de formig\'f3, amb fons i amb tapa de formig\'f3 prefabricat.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Peric\'f3 fabricat \'93in situ\'94:\par - Comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 del formig\'f3 de la solera\par - Formaci\'f3 de les parets amb peces cer\'e0miques, deixant preparats els forats per al pas dels tubs\par - Arrebossat de les parets amb morter\par - Lliscat interior de les parets amb ciment\par - Col\'b7locaci\'f3 de la tapa\par Peric\'f3 de formig\'f3 prefabricat:\par - Comprovaci\'f3 de la superf\'edcie d\'92assentament\par - Col.locaci\'f3 del peric\'f3 sobre la superf\'edcie d\'92assentament\par - Formaci\'f3 dels forats per a connexionat dels tubs\par - Acoblament dels tubs\par - Col.locaci\'f3 de la tapa\par CONDICIONS GENERALS:\par Els pericons amb tapa registrable han d\'92estar tapats amb tapa de formig\'f3 prefabricat de gruix no inferior a 5 cm. La tapa ha de ser herm\'e8tica, ha de disposar de junt de goma.\par En els pericons sif\'f2nics, el conducte de sortida de les aig\'fces ha de portar un colze de 90\'ba.\par El gruix de la capa d\'92aigua en els pericons sif\'f2nics no ha de ser inferior a 45 cm.\par El peric\'f3 ha d\'92impedir lLVALa sortida de gasos a l\'92exterior.\par PERIC\'d3 FABRICAT \'93IN SITU\'94:\par El peric\'f3 ha d'estar format amb parets de peces cer\'e0miques, sobre solera de formig\'f3.\par Els pericons amb tapa fixa han d'estar tapats amb encadellat cer\'e0mic collat amb morter.\par La solera ha de quedar plana i al nivell previst.\par En els pericons no sif\'f2nics, la solera ha de formar pendent per a afavorir l'evacuaci\'f3. En el punt de connexi\'f3 ha d'estar al mateix nivell que la part inferior del tub de desgu\'e0s.\par Les parets han de ser planes, aplomades i han de quedar travades per filades alternatives.\par Les peces cer\'e0miques s'han de col\'b7locar a trencajunt i les filades han de ser horitzontals.\par La superf\'edcie interior ha de quedar revestida amb un arrebossat de gruix uniforme, ben adherit a la paret i acabada amb un lliscat de pasta de p\'f2rtland. El revestiment sec ha de ser llis, sense fissures o d'altres defectes.\par Els angles interiors han de ser arrodonits.\par Gruix de la solera: >= 10 cm\par Gruix de l'arrebossat: >= 1 cm\par Pendent interior d'evacuaci\'f3 en pericons no sif\'f2nics: >= 1,5%\par Toler\'e0ncies d'execuci\'f3:\par - Aplomat de les parets: \'b1 10 mm\par - Planor de la f\'e0brica: \'b1 10 mm/m\par - Planor de l'arrebossat: \'b1 3 mm/m\par PERIC\'d3 DE FORMIG\'d3 PREFABRICAT:\par El fons del peric\'f3 ha de quedar pla i al nivell previst.\par El peric\'f3 ha de quedar ben assentat sobre la superf\'edcie.\par Els orificis d\'92entrada i sortida de la conducci\'f3 han de quedar preparats.\par Toler\'e0ncies d'execuci\'f3:\par - Escairat: \'b15 mm respecte el rectangle te\'f2ric\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par PERIC\'d3 FABRICAT \'93IN SITU\'94:\par S'ha de treballar a una temperatura entre 5\'b0C i 35\'b0C sense pluja.\par Les peces cer\'e0miques per col\'b7locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin l'aigua del morter.\par L'arrebossat s'ha d'aplicar pressionant amb for\'e7a sobre l'obra de cer\'e0mica LVAL quan aquesta obra hagi aconseguit el 70% de la resist\'e8ncia prevista. Abans s'ha d'humitejar la superf\'edcie.\par PERIC\'d3 DE FORMIG\'d3 PREFABRICAT:\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C, sense pluja.\par El proc\'e8s de col.locaci\'f3 del peric\'f3 no produir\'e0 desperfectes ni modificar\'e0 les condicions exigides al material.\par Es realitzar\'e0 una prova d\'92estanquitat en el cas que la D.F. ho consideri necessari.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par\pard\par }LVAL6+{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conglomerant obtingut per calcinaci\'f3 de materials calcaris, compost principalment per \'f2xids o hidr\'f2xids de calci amb o sense \'f2xids o hidr\'f2xids de magnesi i quantitats menors d'\'f2xids de silici, ferro i alumini.\par S'han considerat els tipus seg\'fcents:\par - Cal\'e7 amarada en pasta CL 90\par - Cal\'e7 a\'e8ria CL 90\par - Cal hidr\'e0ulica natural NHL 2\par - Cal hidr\'e0ulica natural NHL 3,5\par - Cal hidr\'e0ulica natural NHL 5\par CAL AMARADA EN PASTA:\par Si \'e9s amarada en pasta, ha d'estar apagada i barrejada amb aigua, amb la quantitat justa per obtenir una pasta de consist\'e8ncia adequada a l'us a la que es destini.\par No ha de tenir grumolls ni principis d'aglomeraci\'f3.\par CAL\'c7 A\'c8RIA CL 90:\par Si cont\'e9 additius, aquests no han d'afectar a les propietats dels morters.\par Contingut de CaO + MgO (UNE-EN 459-2): >= 90% en pes\par Contingut de MgO (UNE-EN 459-2): <= 5% en pes\par Contingut de SO3 (UNE-EN 459-2): <= 2% en pes\par Contingut de CO2 (UNE-EN 459-2): <= 4% en pes\par Finura de la m\'f2lta per a cal\'e7 en pols (UNE-EN 459-2)\par - Material retingut al tam\'eds 0,09 mm: <= 7%\par - Material retingut al tam\'eds 0,2 mm: <= 2%\par Estabilitat de volum (UNE-EN 459-2)\par - Pastes amarades: Passa\par - Altres cal\'e7s:\par - M\'e8tode de refer\'e8ncia: <= 20\par - M\'e8tode alternatiu: <= 2\par Densitat aparent per a cal\'e7 en pols (UNE-EN 459-2) Da: 0,3 <= Da <= 0,6 kg/dm3\par Aigua lliure (humitat) (UNE-EN 459-2) (h):\par - Pastes amarades: 45% < h < 70%\par - Altres cal\'e7s: <LVAL= 2%\par CAL HIDR\'c0ULICA NATURAL:\par Contingut de SO3 (UNE-EN 459-2): =< 3% en masa\par (un contigut de SO3 > 3% i < 7% es admissible, amb la condici\'f3 de que la estabilitat sigui confirmada despr\'e9s de 28 dies de conservaci\'f3 en aigua, segons l\'92assaig donat en la norma UNE-EN 196-2)\par Contingut de cal\'e7 lliure (UNE-EN 459-2):\par - Cal\'e7 del tipus NHL 2: >= 15% en pes\par - Cal\'e7 del tipus NHL 3,5: >= 9% en pes\par - Cal\'e7 del tipus NHL 5: >= 3 % en pes\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Envasada adequadament, de manera que no experimenti alteraci\'f3 de les seves caracter\'edstiques.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par - Sistema 2: Declaraci\'f3 CE de conformitat del fabricant i Certificat del control de producci\'f3 en f\'e0brica em\'e8s per l\'92organisme d\'92inspecci\'f3\par A l\'92embalatge, o be a l\'92albar\'e0 de lliurament, hi ha de constar com a m\'ednim la seg\'fcent informaci\'f3:\par - Nom o marca comercial i adre\'e7a del fabricant\par - Refer\'e8ncia a la norma UNE-EN 459-1\par - Designaci\'f3 de la cal segons l\'92apartat 4 de l\'92esmentada norma\par - Han de portar el marcat CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par Emmagatzematge: Es tindran en compte les normes indicades en les fitxes de seguretat per a les classes de cal\'e7. Aquestes fitxes de seguretat han de ser les recomanades oficialment o, en el seu defecte, les facilitades pel subministrador.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 459-1:2002 Cales para la construcci\'f3n. Parte 1: Definiciones, especificaciones y criterios de conformidad\par UNE-EN 459 LVAL -1/AC:2002 Cales para la construcci\'f3n. Parte 1: Definiciones, especificaciones y criterios de conformidad.\par UNE-EN 459-2:2002 Cales para la construcci\'f3n. Parte 2: M\'e9todos de ensayo.\par UNE-EN 459-3:2002 Cales para la construcci\'f3n. Parte 3: Evaluaci\'f3n de la conformidad.\par\pard\par }LVALe+{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Peces de argila cuita utilitzades en el ram de paleta (fa\'e7anes vistes o revestides, estructures portants i no portants, murs i divis\'f2ries interiors, tant a edificaci\'f3 com a enginyeria civil)\par S'han considerat els tipus seg\'fcents:\par En funci\'f3 de la densitat aparent:\par - Peces LD, amb una densitat aparent menor o igual a 1000 kg/m3, per a parets revestides\par - Peces HD, peces per a elements sense revestir o per a revestir i amb una densitat aparent mes gran de 1000 kg/m3\par En funci\'f3 del nivell de confian\'e7a de les peces respecte a la resist\'e8ncia a la compressi\'f3:\par - Peces de categoria I: peces amb una resist\'e8ncia a compressi\'f3 declarada amb probabilitat de no assolir-se inferior al 5%.\par - Peces de categoria II: peces que no compleixen el nivell de confian\'e7a especificat per la categoria I.\par En funci\'f3 del volum i disposici\'f3 de forats:\par - Peces massisses\par - Peces calades\par - Peces alleugerides\par - Peces foradades\par CARACTER\'cdSTIQUES GENERALS:\par Les peces han de presentar regularitat de dimensions i de forma.\par No ha de tenir esquerdes, forats, exfoliacions, ni escrostonaments d'arestes.\par Si \'e9s de cara vista no ha de tenir imperfeccions, taques, cremades, etc. i la uniformitat de color en el ma\'f3 i en el conjunt de les remeses ha de complir les condicions subjectives requerides per la DF.\par La disposici\'f3 dels forats ha de ser de manera que no hi hagi risc de que apareguin fissures en els envanets i parets de la pe\'e7a durant la seva manipulaci\'f3 o col.locaci\'f3.\LVALpar Ha de tenir una textura uniforme. Est\'e0 suficientment cuit si s'aprecia un so agut en ser colpejat i un color uniforme en fracturar-se.\par El fabricant ha de declarar la dimensions nominals de les peces en mil\'b7l\'edmetres i en l\'92ordre de llarg, ample i alt.\par Volum de forats:\par - Mass\'eds: <= 25%\par - Calat: <= 45%\par - Alleugerit: <= 55%\par - Foradat: <= 70%\par Volum de cada forat: <= 12,5%\par Gruix total dels envanets (relaci\'f3 amb el gruix total):\par - Mass\'eds: >= 37,5%\par - Calat: >= 30%\par - Alleugerit: >= 20%\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials en peces per a us en elements amb requisits estructurals:\par - Resist\'e8ncia mitja a compressi\'f3 (UNE-EN 772-1): >= 5 N/mm2, >= valor declarat per el fabricant, amb indicaci\'f3 de categor\'eda I o II\par - Adher\'e8ncia (UNE-EN 1052-3): >= valor declarat per el fabricant\par - Contingut en sals solubles actives (UNE-EN 772-5): <= valor declarat per el fabricant, amb indicaci\'f3 de la seva categoria\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies davant el foc:\par - Classe de reacci\'f3 al foc: exig\'e8ncia en funci\'f3 del contingut en massa o volum, de materials org\'e0nics distribu\'efts de forma homog\'e8nia:\par - Peces amb <= 1,0%: A1\par - Peces amb > 1,0% (UNE-EN 13501-1)\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies ac\'fastiques:\par - Toler\'e0ncia en les dimensions (UNE-EN 772-16): <= valor declarat per el fabricant, amb indicaci\'f3 de la categoria\par - Forma de la pe\'e7a (UNE-EN 771-1)\par - Especificacions dels forats: Disposici\'f3, volum, superf\'edcie, gruix dels envanets (UNE-EN 772-3)\par - Densitat absoluta (UNE-EN 772-13)\par - Tolerancia de la densitat (UNE-EN 772-13): El valor declarat per el fabricant ha d\LVAL'92estar dins dels l\'edmits seg\'fcents en funci\'f3 de la categor\'eda.\par - D1: <= 10%\par - D2: <= 5%\par - Dm: <= desviaci\'f3 declarada per el fabricant en %\par Caracter\'edstiques essencials en peces per als usos previstos en l\'92apartat 4.1 del DB HE 1:\par - Propietats t\'e8rmiques (UNE-EN 1745)\par - Permeabilitat al vapor d\'92aigua (UNE-EN 1745)\par PECES LD:\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials:\par - Per a us de cara vista o amb protecci\'f3 de morter de capa fina:\par - Durabilitat (resist\'e8ncia gel/desgel)\par Caracter\'edstiques essencials en peces per a us en elements amb requisits estructurals:\par - Per a peces perforades horitzontalment amb una dimensi\'f3 >= 400 mm i envanets exteriors < a 12 mm que hagin d\'92anar revestides amb un lliscat:\par - Expansi\'f3 per humitat (UNE-EN 772-19)\par - Per a us de cara vista o amb protecci\'f3 de morter de capa fina:\par - Contingut en sals solubles actives (UNE-EN 772-5): El valor declarat per el fabricant ha d\'92estar dins dels l\'edmits especificats a la UNE-EN 771-1 en funci\'f3 de la categoria\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies ac\'fastiques:\par - Densitat aparent (UNE-EN 772-13): <= 1000 kg/m3\par PECES HD:\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials:\par - Durabilitat (resist\'e8ncia gel/desgel): Indicaci\'f3 de la categoria en funci\'f3 del grau d\'92exposici\'f3\par Caracter\'edstiques essencials en peces per a us en elements amb requisits estructurals:\par - Expansi\'f3 per humitat (UNE-EN 772-19)\par - Per a us de cara vista o amb protecci\'f3 de morter de capa fiLVALna:\par - Contingut en sals solubles actives (UNE-EN 772-5): El valor declarat per el fabricant ha d\'92estar dins dels l\'edmits especificats a la UNE-EN 771-1 en funci\'f3 de la categoria\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies ac\'fastiques:\par - Densitat aparent (UNE-EN 772-13): >= 1000 kg/m3\par Caracter\'edstiques essencials en peces per a us en cara vista o en barreres anticapil.laritat:\par - Absorci\'f3 d\'92aigua: <= valor declarat per el fabricant\par - Cara vista (UNE-EN 771-1)\par - Barreres anticapil.laritat (UNE-EN 772-7)\par Caracter\'edstiques complement\'e0ries:\par - Succi\'f3 immersi\'f3 60 \'b12 s (UNE-EN 772-11) : <= valor declarat per el fabricant\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetats sobre palets, de manera no totalment herm\'e8tica.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par Per a peces de categoria I:\par - Sistema 2+: Declaraci\'f3 CE de conformitat del fabricant i Certificat del control de producci\'f3 en f\'e0brica em\'e8s per l\'92organisme d\'92inspecci\'f3\par Per a peces de categoria II:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par A l'embalatge o a l'albar\'e0 de lliurament han de constar-hi les dades seg\'fcents:\par - Classificaci\'f3 segons DB-SE-F (Taula 4.1)\par - Marca CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol. El s\'edmbol normalitzat del marcatge CE s'ha d'acompanyar de la seg\'fcent informaci\'f3:\par - Numero d\'92identificaci\'f3 del organisme notificat (nom\'e9s per al sistema 2+)\par - Marca del fabricant i lloc d\'92origen\par - Dos \'faltims d\'edgits del any en que s\'92ha impr\'e8s el marcat CE.\par - N\'famero del certificat de conformitat LVALdel control de producci\'f3 a f\'e0brica, en el seu cas\par - Refer\'e8ncia a la norma EN 771-1\par - Descripci\'f3 de producte: nom generic, material, dimensions, .. i us al que va destinat.\par - Informaci\'f3 de les caracter\'edstiques essencials segons annex ZA de la UNE-EN 771-1\par Emmagatzematge: De manera que no es trenquin o s'escantonin. No han d'estar en contacte amb terres que continguin solucions salines, ni amb productes que puguin modificar les seves caracter\'edstiques (cendres, fertilitzants, greixos, etc.).\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 771-1:2003 Especificaciones de piezas para f\'e1brica de alba\'f1iler\'eda. Parte 1: Piezas de arcilla cocida.\par UNE-EN 771-1:2003/A1:2006 Especificaciones de piezas para f\'e1brica de alba\'f1iler\'eda. Parte 1: Piezas de arcilla cocida.\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par\pard\par }C  @ @ @ @ @ @ @ @ @ QDx:BO<8J68::666QDx:BO<8J68>6666QDx:BO<8O6D68B>8QF88:8Q:J68::666QF88:8Q:J68>6666 QF88:8Q:O6D68F:8 QF88<8Q8J68::666@QF88<8Q8J68>6666AQF88<8Q8O6D68F:8BQF886666QF88H666aQF8:o88:L6@:8:66a~QF8:o88:O6D[8866a}QF8:o>8:J68:H666a|QF8:o>8:J68>H666ayQF8:o>8:L6@:8:66azQF8:o>8:O6D[8866a{QF8xo6M8J68::666QF8xo6M8J68>6666QF8xo6M8LF8xo6M8QF:<8:6666QF:<8:6666`QF:BomQkL6@J::6:`QF:BomQkL6D886:6`QF:xiQq8J68:D666GQF:xiQq8L6JB8@66FQF:xiQq8LF:xiQq8EQF6666QJQF8QGQF>666EQF>666֝QF<o:@<J68:`666a%QF><o:@<J68>6666a&QF><o:@<LF><o:@<a$QF><o:@<LF>xJ>868JJ68:D666=QF>>868JJ68<D666>868JL6@:D6<6;QF>>868JL6J>>666:QF>>868JL6MM86667QF>>868JLD[@66xx9QF>>868JLD[x66Q8>QF>>868JLF>xL6Q68QF>>8iQUJ68:D666 QF>>8iQUJ68<D666 QF>>8iQUL6J>>666 QF>>8iQUL6MM8iQU QF>>:8JJJ68:D666a+QF>>:8JJJ68<D666a*QF>>:8JJLF>>:866a)QF>>:8JJLF>>:866a)QF>>:8JJLF>>:866a)QF>>:8JJLF>>:866a)QF>>:8JJLF>>:866a)QF>>:8JJLF>>:866a)QF>>:8JJLF>>:866a)QF>>:8JJLF>>:866a)QF>>:8JJLF>>:866a)QF>>:8JJLF>>:866a)QHO6J68>6666 QHO6LDM:f866 QHO6O6D68B>8QH@D6J68::666`+QH@D6J68>6666`*QH@D6L6B@:6@6`)QH@D6LDM:f866`(QH6666`6QH6666`@LVAL - C\'e0rrega de trencament a flexi\'f3 en sentit transversal: 160 N\par - C\'e0rrega de trencament a flexi\'f3 en sentit longitudinal: 400N\par - Gruix nominal 12,5 mm:\par - C\'e0rrega de trencament a flexi\'f3 en sentit transversal: 210 N\par - C\'e0rrega de trencament a flexi\'f3 en sentit longitudinal: 550 N\par - Gruix nominal 15,0 mm:\par - C\'e0rrega de trencament a flexi\'f3 en sentit transversal: 250 N\par - C\'e0rrega de trencament a flexi\'f3 en sentit longitudinal: 650 N\par - Altres gruixos (essent t el gruix en mm)\par - C\'e0rrega de trencament a flexi\'f3 en sentit transversal: 16,8 x t (N)\par - C\'e0rrega de trencament a flexi\'f3 en sentit longitudinal: 43 x t (N)\par - Plaques tipus R o combinades amb una placa tipus R:\par - Gruix nominal 12,5 mm:\par - C\'e0rrega de trencament a flexi\'f3 en sentit transversal: 300 N\par - C\'e0rrega de trencament a flexi\'f3 en sentit longitudinal: 725 N\par - Gruix nominal 15,0 mm:\par - C\'e0rrega de trencament a flexi\'f3 en sentit transversal: 360 N\par - C\'e0rrega de trencament a flexi\'f3 en sentit longitudinal: 870 N\par - Altres gruixos (essent t el gruix en mm)\par - C\'e0rrega de trencament a flexi\'f3 en sentit transversal: 24 x t (N)\par - C\'e0rrega de trencament a flexi\'f3 en sentit longitudinal: 58 x t (N)\par - Plaques tipus P:\par - Gruix nominal 9,5 mm:\par - C\'e0rrega de trencament a flexi\'f3 en sentit transversal: 125 N\par - C\'e0rrega de trencament a flexi\'f3 en sentit longitudinal: 180 N\par - Gruix nominal 15,0 mm:\par - C\'e0rrega de trencament a flexi\'f3 en sentit transversal: 165 N\par - C\'e0rrega de trencament a flexi\'f3 en sentit longitudinal: 235 N\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponentLVAL, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials per a plaques desniades a rigiditzar estructures de fusta per a murs exteriors i estructures de fusta per a teulades apuntalades:\par - Resist\'e8ncia a l\'92esfor\'e7 tallant (UNE-EN 520)\par Caracter\'edstiques essencials per a plaques en situacions d\'92exposici\'f3 al foc:\par - Classe A1 a F (UNE-EN 520 o UNE-EN 13501-1)\par Caracter\'edstiques essencials per a plaques per a control de la difusi\'f3 de la humitat:\par - Per a totes les plaques excepte les tipus E (UNE-EN 12524)\par - Per a plaques tipus E: =< 25 segons UNE-EN ISO 12572\par Resist\'e8ncia a flexi\'f3:\par - UNE-EN 520\par Resist\'e8ncia t\'e8rmica:\par - UNE-EN 520\par Altres caracter\'edstiques essencials que depenen de les condicions finals d\'92\'fas:\par - Resist\'e8ncia a l\'92impacte\par - A\'efllament davant del soroll aeri\par - Absorci\'f3 ac\'fastica\par Les plaques de guix laminat han de designar-se de la seg\'fcent manera:\par - La expressi\'f3: \'93Placa de yeso laminado\'94\par - La lletra o combinaci\'f3 de lletres que designa el tipus de placa\par - Refer\'e8ncia a la norma europea EN 520\par - Les dimensions de la placa en mm (ampl\'e0ria x llarg\'e0ria x gruix)\par - El tipus de cantell longitudinal\par Les plaques han d\'92anar marcades de manera clara e indeleble, ja sigui sobre la pr\'f2pia placa, a l\'92etiqueta que l\'92acompanya, a l\'92embalatge o b\'e9 a la documentaci\'f3 comercial que acompanya l\'92enviament, amb la seg\'fcent informaci\'f3 com a m\'ednim:\par - Refer\'e8ncia a la norma europea EN 520\par - Nom, marca comercial o d\'92altres o d\'92altres mitjans d\'92identificaci\'f3 del fabricant de la placa\par - Data de fabricaci\'f3\par - Identificaci\'f3 de la placa segons el sistema de designaci\'f3 del par\'e0graf anterior\par - El s\'edmbol normalitzat del marcatge CE\par Toler\'e0ncies:\par - Ampl\'e0ria:\par - Plaques tipus P: + 0 mm; - 8 mm\par - Plaques tipus A, H, D, E, F, I, R, o cLVALJ{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Desguassos d'aparells sanitaris amb tub de PVC o polipropil\'e8, des de l'aparell fins al baixant, caixa sif\'f2nica o claveguer\'f3.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 dels tubs\par - Fixaci\'f3 dels tubs\par - Col\'b7locaci\'f3 d'accessoris\par - Execuci\'f3 d'unions necess\'e0ries\par CARACTER\'cdSTIQUES GENERALS:\par El ramal muntat ha de ser estanc, no ha de presentar exsudacions ni ha d\'92estar exposat a obstruccions.\par El ramal no ha de tenir, en el sentit del recorregut descendent, reduccions de secci\'f3 en cap punt.\par Els trams instal\'b7lats mai no han de ser horitzontals o en contrapendent.\par Els canvis de direcci\'f3 s\'92han de fer amb peces especials.\par No han de quedar ramals enfrontats sobre una mateixa canonada col.lectiva\par Quan es subjecten a paraments verticals, aquests han de tenir un gruix m\'ednim de 9 cm.\par Les subjeccions per a penjar el tub del sostre han de portar folre interior el\'e0stic i han de ser regulables.\par Els trams que vagin encastats han d\'92anar a\'efllats i no s\'92han de subjectar amb guix o morter.\par El pas a trav\'e9s d\'92elements estructurals s\'92ha de fer amb contratub amb una franqu\'edcia m\'ednima de 10 mm que s\'92ha d\'92ataconar amb massilla asf\'e0ltica o material el\'e0stic.\par Separaci\'f3 de les subjeccions:\par - Per a tubs de di\'e0metre <= 50 cm: 70 cm\par - Per a tubs de di\'e0metre > 50 cm: 50 cm\par Llarg\'e0ria del ramal:\par - Ramal connectat a caixa sif\'f2nica: <= 2,5 m\par - Ramal d\'92a LVAL" parells amb sif\'f3 individual: <= 4 m\par - Ramal o maniguet de connexi\'f3 del inodor: <= 1 m\par Pendent del ramal:\par - Ramal connectat a caixa sif\'f2nica: 2 al 4 %\par - Ramal d\'92aparells amb sif\'f3 individual:\par - Banyeres i plats de dutxa: <= 10 %\par - Aig\'fceres, safareigs, lavabos i bidets: 2,5 al 5 %\par Radi interior de les curvatures: >= 1,5 x D tub\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par El proc\'e9s d\'92instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques de l'element.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par\pard\par }97AI V d ' p 3 | ?  K  W  d'p4~BO[g*s6B MMBAF____:c[1(&& !!E32B____C(1)'' E325____"? 1)'' E4E2____=!1)'' JJB0E2____:1)'' B094____7-C1)'' E7Z2____$"B1)'' eeB035____g@1)'' eeE511____4B1)'' B7C1____9B1)'' eeD07A____g@1)'' ==E5Z1____z:bB1)'' 331512____gCB1)'' $$B0FA____Iц1)'' I I E51Z____ц1)'' K21Z____@1)'' /1/1E5ZD____^b1)'' kkB0AC____m@1)'' **E5ZZ____2U*1)'' E5ZH____X+1)'' 66BF52____m/݄1)'' !!E5ZF____C݄1)'' v.v.B7B____\Tt1(&& B71____4't1(&& 66E71____mot1(&& E93A____5t1)'' ``B7Z2____&~*r1)'' E7A____%{r1(&& ,,B7C2____X<vq1)'' E7C2____j!sq1)'' K21D____p1jc^1)'' E21R____g\[1)'' K16____"'beJ1(&& E222____ ?C1)'' %%E221____\K+B1)'' ""K21H____D&XH1)'' K21G____'SUF1)'' K21E____5LC1)'' K21Q____>)G<@1)'' K219____9? :1)'' ++K214____V>6S ,1)'' >>K21B____| Q1)'' JJK216____4-N1)'' K21A____* (z1)'' K218____ ;#P1)'' PPAU____8&1)'' ECZ3____@1)'' k k B0A6____1)''   BC1K____8@1)'' B0A8____a1)'' a a EC1K____A1)'' BJ23____" h1)'' BJ33____,%g1)'' BJ38____,%1)'' EJ3____#1(&& EJ4____:1(&& BJ24____2x1)'' EJ2____Hvx1(&& ``BJ14____41)''  EJ14____1)''   BJ13____@1)'' ++B7J5____TW 1)''   EJ13____1)'' a a ED11____J1)'' z E  ˻ :c*%?\(p@Q6@zGn@\(p@u`Z@@@EJ46U020Barra mural doble abatible p/bany adaptat,L=800mm,ac&?@q@Q6@zGn@\(p@`Z@@EJ46U020Barra mural doble abatible p/bany adaptat,L=800mm,acer inox.,col.fix.mec.@uEJ46U020POReforma CAP 'El Castell' . CasVEN.3&ysnl >&?Q @ $(~9@ h"?bٽ@`Z@@ECZ3U004Polit cantells,vidre laminar segur.,2llunes,g=5mm?@mECZ3U004POReforma CAP 'El Castell' . CasVEN.3ysnl >&?(\P@Q^5@[ӼE@JY8&P@`Z@@EC1K1502Mirall de lluna incolora g=5mm,col.fixat s/parament[@m2EC1K1502POReforma CAP 'El Castell' . CasVEN.3ysnl >&?= ףpC@+@)\(=@uVB@`Z@@EJ43U010Disp.paper rotlle tipus metxa p/eixugamans,310xD=255,col.fix.mecniques@uEJ43U010POReforma CAP 'El Castell' . CasVEN.3$ysnl >&?q= ףK@7A`(@(\D@$J@ @@@EJ239121Aixeta senzillatempor. p/lavab.,munt.s/taule.,cromat,preu alt,1/2@uEJ239121POBanc GISA Edificaci Obra NovaVEN.3 ysnl >&?333333/@~jt@(\B#@?5^IL.@  r@@EJ331151Desgus recte p/p/lavab.,llaut,D=11/4,roscat sif llaut crom.~@uEJ331151POProjecte del Servei d'EmergncVEN.3ysnl >&?q= ף$@~jt@@J +V$@`Z@@EJ38B7DGSif botella p/1pica,PVC,D=40mm,connec.ramal PVCb@uEJ38B7DGPOProjecte del Servei d'EmergncVEN.3 ysnl >&?P@Q@p= ׃M@= ףp-P@`Z@@EJ42U010Dosif.vert.,118x206x68 mm,capac.1,1kg,acer inox.,col.fix.mecniques@uEJ42U010POProjecte del Servei d'EmergncVEN.3 ysnl >&?zG!3@uV@\(\'@l2@ `@@EJ24A121Aixeta p/inod.+cist.,munt.superf.,cromat,preu alt,1/2@uEJ24A121POProjecte del Servei d'EmergncVEN.3  ysnl >&?Gzk@p= ׃A@_Lf@ׁj@ @@EJ14BA1PInodor porcel.vert.,cist.,blanc,preu alt,col.@uEJ14BA1PPOProjecte del Servei d'EmergncVEN.3 ysnl >&?\(I@~jt&@XC@lH@`Z@@EJ13B212Lavabo porcel. ampl.45-60cm,blanc,preu alt,col.mural}@uEJ13B212POProjecte del Servei d'EmergncVEN.3ysnl >&?Hz,@pΈ`'@Q8@jM+@@t@@ED111B21Desg.ap.sanitari tub PVC-U,paret massissa,rea aplicaci B,DN=40mm@mED111B21POProjecte del Servei d'EmergncVEN.3ysnl >=H I ]]}Bg/?Q @Q @Q @Q @@8_v_# G/ G__CZ172000Mq.raig d'aigua pres.#@A=hCZ172000EQCZ172000Banc_GISA_Rehabilitaci_2008_v//0?Q @Q @Q @Q @@8_v_# G/ G__CZ172000Mq.raig d'aigua pres.#@A=hCZ172000EQCZ172000Banc_GISA_Rehabilitaci_2008_vVEN.39// 0?(\D@(\D@(\D@(\D@@@re taulell o apa sanitari, d__BJ239121Aixeta senzilla,tempor.,p/munt.superf.sob.taul.o ap.s.,llaut cromat,preu alt1/2@uBJ239121ETBJ239121Banc GISA Edificaci Obra NovaVEN.3ukk///%%!!!!!!  0?(\B#@(\B#@(\B#@(\B#@ r@t de dimetre 1, per a rosc__BJ331151Desgus recte p/p/lavab.,llaut cromat,D=11/4,p/rosc.@uBJ331151ETVEN.2VEN.3      0?@@@@`Z@onnectar al rama PVC" __BJ38B7DGSif botella p/1pica,PVC,D=40mm,p/connect.ramale@uBJ38B7DGETVEN.2VEN.3   0?p= ׃M@p= ׃M@p= ׃M@p= ׃M@`Z@Kg, d'acer inoxie amb acabat__BJ42U010Dosif.vert.,118x206x68mm,capac.1,1Kg,acer inox.@uBJ42U010ETVEN.2VEN.3   0?\(\'@\(\'@\(\'@\(\'@`@A"__BJ24A121Aixeta cisterna,cromat,preu alt,1/2@uBJ24A121ETVEN.2VEN.3  0?)\f@)\f@)\f@)\f@@isterna i mecani de descrre__BJ14BA1PInodor porcel. vitrif.,vert.,cist.,c.blanc,preu alt,p/col.sob.pavim.@uBJ14BA1PETVEN.2VEN.3+!!  0? ףp=*C@ ףp=*C@ ףp=*C@ ףp=*C@`Z@r blanc, preu almb elements __BJ13B212Lavabo porcel.,senz.,ampl.45-60cm,c.blanc,preu alt,mural@uBJ13B212ETVEN.2VEN.3      0?-@-@-@-@Y@A"__B7J50010Massilla segell.,silicona neut. monocomp.Z@dm3B7J50010ETVEN.2VEN.3   0?{Gz?{Gz?{Gz?{Gz?@t@ &&'LLLLLL__BDY3B200Element munt. p/tub PVC,D=40mm1@uBDY3B200ETVEN.2VEN.3 0?\(\?\(\?\(\?\(\?@t@ &&'LLLLLL__BDW3B200Accessori genric p/tub PVC,D=40mm/@uBDW3B200ETVEN.2VEN.3  LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Col\'b7locaci\'f3 i connexi\'f3 a la xarxa d'evacuaci\'f3 de lavabo de porcellana, de gres esmaltat o de planxa d'acer.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Encastat a un taulell\par - Sobre un peu\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Col\'b7locaci\'f3 del lavabo a l'espai previst\par - Connexi\'f3 a la xarxa d'evacuaci\'f3\par - Connexi\'f3 a la xarxa d'aigua\par CONDICIONS GENERALS:\par El lavabo instal\'b7lat ha de reunir les mateixes condicions exigides a l'element simple.\par Ha de quedar anivellat en totes dues direccions, a la posici\'f3 prevista en el projecte.\par L'al\'e7\'e0ria des del nivell del paviment fins el nivell frontal superior del lavabo ha de ser la reflectida en el projecte, o en el seu defecte, la indicada per la DF.\par Si el lavabo es col\'b7loca encastat a un taulell, ha d'estar fixat s\'f2lidament a aquest amb el sistema indicat pel fabricant.\par Si la col\'b7locaci\'f3 \'e9s amb suports murals o sobre un peu, el lavabo ha d'estar fixat s\'f2lidament al parament i recolzat, en el segon cas, sobre el corresponent peu.\par L'acord amb el revestiment del parament, i entre el lavabo, el peu i el paviment, o entre el lavabo i el taulell, segons sigui el cas, ha de quedar rejuntat amb silicona neutra.\par S'ha de garantir l'estanquitat de la connexi\'f3 amb el conducte d'evacuaci\'f3.\par Les conduccions met\'e0l\'b7liques de l'aparell han de dur instal\'b7lada la connexi\'f3 a terra amb cable de cou LVAL re nu, de secci\'f3 >= 2,5 mm2.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Nivell: \'b1 10 mm\par - Caiguda frontal respecte al pla horitzontal: <= 5 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials pl\'e0stics de diferent composici\'f3, sense forma espec\'edfica que serveixen per a tancar un junt entre materials d'obra per a que en quedi garantida l'estanquitat.\par S'han considerat els tipus seg\'fcents:\par - Massilla de silicona: M\'e0stic monocomponent de cautx\'fa de silicona, d'elasticitat permanent, amb sistema reactiu ac\'e8tic (\'e0cid), am\'ednic (b\'e0sic) o neutre\par - Massilla de polisulfurs bicomponent: M\'e0stic elast\'f2mer bicomponent de resines epoxi i cautx\'fa de polisulfurs amb additius i c\'e0rregues\par - Massilla de poliuret\'e0 monocomponent o bicomponent: M\'e0stic de poliuret\'e0 amb additius i c\'e0rregues d'elasticitat permanent\par - Massilla acr\'edlica: M\'e0stic monocomponent de consist\'e8ncia pl\'e0stica de pol\'edmers acr\'edlics en dispersi\'f3 aquosa, amb additius i c\'e0rregues\par - Massilla de butils: M\'e0stic monocomponent tixotr\'f2pic de cautx\'fa butil d'elasticitat permanent\par - Massilla d'oleo-resines: M\'e0stic monocomponent d'\'f2leo-resines amb additius i c\'e0rregues de plasticitat permanent\par - Massilla de cautx\'fa-asfalt: Massilla d'aplicaci\'f3 en fred, a base de betums asf\'e0ltics, resines, fibres minerals i elast\'f3mers\par - Massilla asf\'e0ltica d'aplicaci\'f3 en calent, a base de betums modificats amb elast\'f2mers i c\'e0rregues minerals\par - Escuma de poliuret\'e0 en aerosol: Escuma monocomponent autoexpandible\par - Massilla per a junt de plaques de cart\'f3-guix\par CARACTER\'cdSTIQUES GENERALS:\par No ha de tenir grumolls ni principis d'aglomeraci\'f3.\par ExceLVALpte la massilla de cautx\'fa-asfalt, l'asf\'e0ltica i la utilitzada per a plaques de cart\'f3-guix, la resta de massilles han de tenir la consist\'e8ncia adequada per a la seva aplicaci\'f3 amb pistola.\par Caracter\'edstiques f\'edsiques:\par +------------------------------------------------------------------+\par \'a6Tipus massilla \'a6Densitat \'a6Temperatura \'a6Deformaci\'f3 \'a6Resist\'e8ncia a\'a6\par \'a6 \'a6 a 20\'b0C \'a6d'aplicaci\'f3 \'a6m\'e0x. a 5\'b0C \'a6 temperatura\'a6\par \'a6 \'a6 (g/cm3) \'a6 \'a6 \'a6 \'a6\par \'a6----------------\'a6----------\'a6------------\'a6-----------\'a6-------------\'a6\par \'a6Silicona neutra \'a61,07-1,15 \'a6 -10 - +35\'b0C\'a6 20-30% \'a6 -45 - +200\'b0C\'a6\par \'a6Silicona \'e0cida \'a61,01-1,07 \'a6 -10 - +35\'b0C\'a6 20-30% \'a6 - \'a6\par \'a6\'f3 b\'e0sica \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6Polisulfur \'a6 >= 1,35 \'a6 -10 - +35\'b0C\'a6 30% \'a6 -30 - +70\'b0C \'a6\par \'a6bicomponent \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6Poliuret\'e0 \'a6 1,2 \'a6 5 - 35\'b0C \'a6 15-25% \'a6 -30 - +70\'b0C \'a6\par \'a6monocomponent \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6Poliuret\'e0 \'a6 1,5-1,7 \'a6 5 - 35\'b0C \'a6 25% \'a6 -50 - +80\'b0C \'a6\par \'a6bicomponent \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6Acr\'edlica \'a6 1,5-1,7 \'a6 5 - 40\'b0C \'a6 10-15% \'a6 -15 - +80\'b0C \'a6\par \'a6De butils \'a61,25-1,65 \'a6 15 - 30\'b0C \'a6 10% \'a6 -20 - +70\'b0C \'a6\par \'a6D'\'f3leo-resines \'a61,45-1,55 \'a6 -10 - +35\'b0C\'a6 10% \'a6 -15 - +80\'b0C \'a6\par +------------------------------------------------------------------+\par Caracter\'edstiques mec\'e0niques:\par +-----------------------------------------------------------------+LVAL\par \'a6Tipus massilla \'a6Resist\'e8ncia a\'a6M\'f2dul d'elasticitat al \'a6 Duresa \'a6\par \'a6 \'a6 la tracci\'f3 \'a6100% d'allargament \'a6Shore A \'a6\par \'a6 \'a6 (N/mm2) \'a6 (N/mm2) \'a6 \'a6\par \'a6-----------------\'a6-------------\'a6-----------------------\'a6---------\'a6\par \'a6Silicona neutra \'a6 >= 0,7 \'a6 0,2 \'a612\'b0 - 20\'b0\'a6\par \'a6Silicona \'e0cida \'a6 >= 1,6 \'a6 0,5 \'a625\'b0 - 30\'b0\'a6\par \'a6\'f3 b\'e0sica \'a6 \'a6 \'a6 \'a6\par \'a6Polisulfur \'a6 >= 2,5 \'a6 - \'a6 60\'b0 \'a6\par \'a6bicomponent \'a6 \'a6 \'a6 \'a6\par \'a6Poliuret\'e0 \'a6 >= 1,5 \'a6 0,3 \'a630\'b0 - 35\'b0\'a6\par \'a6monocomponent \'a6 \'a6 0,3 - 0,37 N/mm2 \'a6 \'a6\par \'a6 \'a6 \'a6(polimeritzaci\'f3 r\'e0pida)\'a6 \'a6\par \'a6Poliuret\'e0 \'a6 - \'a6 1,5 \'a6 - \'a6\par \'a6bicomponent \'a6 \'a6 \'a6 \'a6\par \'a6Acr\'edlica \'a6 - \'a6 0,1 \'a6 - \'a6\par \'a6De butils \'a6 - \'a6 - \'a615\'b0 - 20\'b0\'a6\par +-----------------------------------------------------------------+\par MASSILLA DE SILICONA:\par Es vulcanitza a temperatura ambient per acci\'f3 de la humitat de l'aire, i es converteix en una massa consistent i el\'e0stica.\par Base: Cautx\'fa-silicona\par Allargament fins al trencament:\par - Neutra: >= 500%\par - \'c0cida o b\'e0sica: >= 400%\par MASSILLA DE POLISULFURS BICOMPONENT:\par Un cop mesclats ambd\'f3s components a temperatura >= 10\'b0C es transforma en un material elastom\'e8ric que vulcanitza sense retraccions, i no li afecta la humitat.\par La mescla LVALha de tenir un color uniforme en tota la seva superf\'edcie.\par Base: Polisulfurs + reactiu\par Temperatura \'f2ptima de la mescla: 10\'b0C - 20\'b0C\par MASSILLA DE POLIURET\'c0 MONOCOMPONENT BICOMPONENT:\par Es vulcanitza a temperatura ambient per acci\'f3 de la humitat de l'aire, i es converteix en una massa consistent i el\'e0stica.\par La mescla ha de tenir un color uniforme en tota la seva superf\'edcie.\par Base:\par - Monocomponent: Poliuret\'e0\par - Bicomponent: Poliuret\'e0 + reactiu\par Temperatura \'f2ptima de la mescla: 15\'b0C - 20\'b0C\par MASSILLA ACR\'cdLICA:\par El proc\'e9s de reticulaci\'f3 comen\'e7a a evaporar l'aigua de la massa, la qual es converteix en una pasta tixotr\'f2pica consistent i amb una certa elasticitat.\par Base: Pol\'edmers acr\'edlics\par MASSILLA DE BUTILS:\par Vulcanitza en evaporar-se el dissolvent i entrar en contacte amb l'aire, i es converteix en una pasta tixotr\'f2pica el\'e0stica.\par Base: Cautx\'fa-butil\par MASSILLA D'OLEO-RESINES:\par En contacte amb l'aire, forma una pel\'b7l\'edcula superficial protectora i resistent i mant\'e9 l'interior pl\'e0stic.\par Base: Oleo-resines\par MASSILLA DE CAUTX\'da-ASFALT:\par Mesclats els components, sense escalfar els materials a una temperatura >= 38\'b0C, ha de donar un producte homogeni amb la consist\'e8ncia adequada per a la seva aplicaci\'f3 per abocament, pressi\'f3 o extrussi\'f3 , com a m\'ednim 1 hora despr\'e9s de la seva preparaci\'f3.\par Base: Cautx\'fa-asfalt\par Resist\'e8ncia a la temperatura: 18\'b0C - 100\'b0C\par MASSILLA ASF\'c0LTICA:\par Resili\'e8ncia a 25\'b0C: 78%\par ESCUMA DE POLIURET\'c0 EN AEROSOL:\par Temps d'assecatge (23\'b0C i 50% HR): 20-25 min\par Densitat (DIN 53420): Aprox. 20 kg/m3\par Temperatura d'aplicaci\'f3: 5\'b0C - 20\'b0C\par Resist\'e8ncia a la tracci\'f3 (DIN 53571)\par - a 20\'b0C: 15 N/cm2\par - a -20\'b0C: 20 N/cm2\par Comportament al foc (DIN 4102): Classe B2\par Resist\'e8ncia a la temperatura: -40\'b0C - +90\'b0C\par MASSILLA PER A JUNTS DLVALE PLAQUES DE CART\'d3-GUIX:\par Ha de tenir la consist\'e8ncia adient per a la seva correcta aplicaci\'f3.\par El fabricant ha de subministrar les instruccions necess\'e0ries per a la seva aplicaci\'f3.\par MASSILLA DE CAUTX\'da-ASFALT O ASF\'c0LTICA:\par Caracter\'edstiques f\'edsiques:\par +----------------------------------------------------------------------+\par \'a6 \'a6 \'a6 Penetraci\'f3 a \'a6Flu\'e8ncia a 60\'b0C \'a6Adher\'e8ncia \'a6\par \'a6 Tipus \'a6Densitat \'a625\'b0C,150g i 5s \'a6UNE 104-281(6-3)\'a65 cicles a -18\'b0C\'a6\par \'a6massilla \'a6(g/cm3) \'a6UNE 104-281(1-4)\'a6 (mm) \'a6UNE 104-281(4-4)\'a6\par \'a6 \'a6 \'a6 (mm) \'a6 \'a6 \'a6\par \'a6---------\'a6---------\'a6----------------\'a6----------------\'a6----------------\'a6\par \'a6Cautx\'fa \'a61,35-1,5 \'a6 <= 23,5 \'a6 <= 5 \'a6 Ha de complir \'a6\par \'a6asfalt \'a6(a 25\'b0C) \'a6 \'a6 \'a6 \'a6\par \'a6Asf\'e0ltica\'a6 1,35 \'a6 <= 9 \'a6 <= 5 \'a6 Ha de complir \'a6\par +----------------------------------------------------------------------+\par Les caracter\'edstiques anteriors s'han de determinar segons la norma UNE 104-233.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Subministrament: En env\'e0s herm\'e8tic.\par Ha de portar impreses les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Identificaci\'f3 del producte\par - Color (excepte la massilla per a plaques de cart\'f3-guix o escuma de poliuret\'e0)\par - Instruccions d'\'fas\par - Pes net o volum del producte\par - Data de caducitat (excepte la massilla per a plaques de cart\'f3-guix)\par MASSILLA DE SILICONA, DE POLISULFURS, DE POLIURET\'c0, ACR\'cdLICA, DE BUTILS, D'OLEO-RESINES O ASF\'c0LTICA:\par Emmagatzematge: El producte s'ha d'emmagatzemar en el seu env\'e0s tancat herm\'e8ticament, en posici\'f3 verti LVAL0cal, en lloc sec i a una temperatura entre 5\'b0C i 35\'b0C.\par Temps recomanat d'emmagatzematge de sis a dotze mesos.\par MASSILLA DE CAUTX\'da-ASFALT:\par Emmagatzematge: En el seu env\'e0s tancat herm\'e8ticament i protegit de la intemp\'e8rie. Temps m\'e0xim d'emmagatzematge sis mesos.\par ESCUMA DE POLIURET\'c0:\par Emmagatzematge: el producte s'ha d'emmagatzemar en el seu env\'e0s tancat herm\'e8ticament i a temperatura ambient al voltant dels 20\'b0C.\par Temps m\'e0xim d'emmagatzematge nou mesos.\par MASSILLA PER A PLAQUES DE CART\'d3-GUIX:\par Ha de ser subministrat pel mateix fabricant de les plaques que s'utilitzin, a fi d'asegurar-ne la compatibilitat dels materials.\par Emmagatzematge: En env\'e0s herm\'e8tic, protegit de la intemp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Lavabo per encastar, amb suport mural o amb suport de peu.\par S'han considerat els materials seg\'fcents:\par - Porcellana sanit\'e0ria amb acabat superficial d'esmalt cer\'e0mic, unit \'edntimament al suport\par - Gres amb acabat superficial d'esmalt cer\'e0mic, de color blanc, unit \'edntimament al suport\par - Planxa d'acer, amb una capa de fons d'esmalt cer\'e0mic i un acabat superficial cer\'e0mic, unit \'edntimament al suport\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Cal que sigui impermeable.\par La superf\'edcie visible ha d'estar esmaltada. Es considera superf\'edcie visible la part de la pe\'e7a que en posici\'f3 instal\'b7lada, \'e9s observable per una persona dreta a un metre de dist\'e0ncia.\par L'aparell no ha de tenir defectes superficials que afectin al seu funcionament o neteja, com ara faltes d'esmalt, taques, escantonaments, etc.\par Ha de tenir un color uniforme i una textura llisa a tota la superf\'edcie.\par Les superficies han de ser llises i continues.\par Els angles i lesLVAL arestes han de ser arrodonits.\par Ha de tenir dos orificis insinuats i un de fet, per a la col\'b7locaci\'f3 del conjunt d'aixetes.\par La cubeta de l'aparell ha de tenir un desg\'fc\'e0s, de tal manera que permeti el buidat complert, sense que es produeixin embasaments.\par L'aparell de planxa d'acer ha de tenir connexions per a la presa de terra.\par Ha de complir les condicions requerides per la DF.\par Caracter\'edstiques f\'edsico-qu\'edmiques d\'92aparells sanitaris de cer\'e0mica:\par - Resist\'e8ncia als \'e0cids: Cap reducci\'f3 de brillantor\par - Resist\'e8ncia als \'e0lcalis: Cap reducci\'f3 de brillantor\par - Resist\'e8ncia als diferents agents qu\'edmics: Sense alteracions d\'92aspecte\par - Resist\'e8ncia a les taques: Sense reducci\'f3 de brillantor o taques permanents\par - Resist\'e8ncia al xoc t\'e8rmic: Sense signes visibles d\'92esquarteraments, escrostonaments o esquerdes\par - Absorci\'f3 d'aigua per la massa de porcellana: =< 0,75% pes mostra\par - Resist\'e8ncia a les c\'e0rregues est\'e0tiques: 4.000 N\par Les caracter\'edstiques anteriors s'han de verificar d'acord amb la UNE 67-001.\par Toler\'e0ncies:\par - Ampl\'e0ria (lavabo): - 5 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Amb les superf\'edcies protegides.\par Ha de portar les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Instruccions per a la seva instal\'b7laci\'f3\par Emmagatzematge: En llocs protegits contra els impactes i la intemp\'e8rie. S'han de col\'b7locar en posici\'f3 vertical.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE 67001:1988 Aparatos sanitarios cer\'e1micos. Especificaciones t\'e9cnicas.\par\pard\par }LVALombinades: + 0 mm; - 6 mm\par - Llarg\'e0ria:\par - Plaques tipus P: + 0 mm; - 6 mm\par - Plaques tipus A, H, D, E, F, I, R, o combinades: + 0 mm; - 5 mm\par - Gruix:\par - Plaques tipus P: \'b1 0,6 mm\par - Plaques tipus A, H, D, E, F, I, R, o combinades:\par - Gruix nominal < 18 mm: \'b1 0,6 mm\par - Gruix nominal >= 18 mm: \'b1 0,4 x t (t=gruix en mm; toler\'e0ncia en mm arrodonida a 0,1 mm)\par - Rectitud d\'92arestes: < 2,5 mm/m d\'92ampl\'e0ria (segons procediment de la norma UNE-EN 520)\par - Cantells i perfils finals (nom\'e9s per al cantell afinat i el cantell semirod\'f3 afinat)\par - Fond\'e0ria de l\'92afinat del cantell: entre 0,6 i 2,5 mm\par - Ampl\'e0ria de l\'92afinat del cantell: entre 40 mm i 80 mm\par - Capacitat d\'92absorci\'f3 d\'92aigua de les plaques tipus H1, H2 i H3:\par - Capacitat d\'92absorci\'f3 d\'92aigua superficial: =< 180 g/m2\par - Capacitat d\'92absorci\'f3 d\'92aigua total:\par - Plaques tipus H1: =< 5%\par - Plaques tipus H2: =< 10%\par - Plaques tipus H3: =< 25%\par TRANSFORMATS DE PLACA DE GUIX LAMINAT:\par Tant la placa com l\'92a\'efllament han de complir les respectives normes:\par - Placa de guix laminat: Ha de complir la norma EN 520\par - A\'efllament d\'92escuma de poliestir\'e8 expandit (EPS): Ha de complir la norma EN 13163\par - A\'efllament de poliestir\'e8 extru\'eft (XPS): Ha de complir la norma EN 13164\par - A\'efllament de poliuret\'e0 r\'edgid (poliisocianat, poliisocianurat) (PUR i PIR): Ha de complir la norma EN 13165\par - A\'efllament d\'92escumes fen\'f2liques (PF): Ha de omplir la norma EN 13166\par - A\'efllament de llana mineral: Ha de complir la norma EN 13162\par Resist\'e8ncia a la flexi\'f3:\par - C\'e0rrega m\'ednima de trencament en sentit transversal: 160 N\par - C\'e0rrega m\'ednima de trencament en sentit longitudinal: 400 N\par Desenquadrament:\par - En sentit transversal: -5 mm a + 5 mm\par - En sentit longitudinalLVAL: -5 mm a + 8 mm\par Planor (del transformat): =< 5 mm\par Adher\'e8ncia/cohesi\'f3 del material a\'efllant:\par - Transformats de classe 1: > 0,017 MPa\par - Transformats de classe 2: > 0,003 MPa\par Toler\'e0ncies:\par - Ampl\'e0ria: + 0 mm; - 4 mm\par - Llarg\'e0ria: + 0 mm; - 5 mm\par - Gruix (del transformat): \'b1 3 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Aparellades, amb les vores precintades, embalades en paquets paletitzats.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par +-------------------------------------------------------------------------------+\par \'a6 Producte \'a6 \'das previst \'a6 Caracter\'edstiques \'a6 Sistema \'a6\par \'a6-------------------------------------------------------------------------------\'a6\par \'a6 \'a6 En tots els usos subjectes a espe- \'a6 Reacci\'f3 al foc \'a6 3/4 \'a6\par \'a6 \'a6 cificacions de reaci\'f3 al foc \'a6---------------------\'a6---------\'a6\par \'a6 \'a6 \'a6 Altres \'a6 4 \'a6\par \'a6 Plaques \'a6------------------------------------\'a6---------------------\'a6---------\'a6\par \'a6 de \'a6 Per a rigiditzar estructures de \'a6 Resist\'e8ncia tallant \'a6 3 \'a6\par \'a6 guix \'a6 fusta per a murs amb c\'e0rrega de \'a6---------------------\'a6---------\'a6\par \'a6 laminat \'a6 vent o per a estructures de fusta \'a6 Altres \'a6 4 \'a6\par \'a6 \'a6 per a teulades \'a6 \'a6 \'a6\par \'a6 \'a6------------------------------------\'a6---------------------\'a6---------\'a6\par \'a6 \'a6 Per a situacions i usos no mencio- \'a6 Tots \'a6 \'a6\par \'a6 LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Col\'b7locaci\'f3 i connexi\'f3 a la xarxa d'evacuaci\'f3 d'inodor de porcellana o de gres esmaltat, de sortida vertical o horitzontal, col\'b7locat amb fixacions verticals o sobre el paviment.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Col\'b7locaci\'f3 de l'inodor a l'espai previst\par - Connexi\'f3 a la xarxa d'evacuaci\'f3\par - Connexi\'f3 a la xarxa d'aigua\par CONDICIONS GENERALS:\par L'inodor instal\'b7lat ha de reunir les mateixes condicions exigides a l'element simple.\par Ha de quedar anivellat en totes dues direccions, a la posici\'f3 prevista en el projecte.\par La tapa i el seient han de quedar centrats, no oferir resist\'e8ncia ni tenir joc en el seu moviment.\par L'al\'e7\'e0ria des del nivell del paviment fins el nivell frontal superior de l'inodor ha de ser la reflectida en el projecte, o en el seu defecte, la indicada per la DF.\par Ha d'estar fixat s\'f2lidament al parament o al paviment, segons el cas, amb les fixacions subministrades pel fabricant.\par L'acord amb el paviment ha de quedar rejuntat.\par S'ha de garantir l'estanquitat de la connexi\'f3 amb el conducte d'evacuaci\'f3 mitjan\'e7ant una pasta segelladora en els aparells de desc\'e0rrega horitzontal, o mitjan\'e7ant un junt de cautx\'fa o de neopr\'e8 en els de desc\'e0rrega vertical.\par Els mecanismes de desc\'e0rrega i alimentaci\'f3 han de quedar regulats de manera que l'aparell funcioni correctament.\par Les conduccions met\'e0l\'b7liques de l'aparell han de dur instal\'b7la LVAL da la connexi\'f3 a terra amb cable de coure nu, de secci\'f3 >= 2,5 mm2.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Nivells: \'b1 10 mm, Ha de coincidir amb el bidet\par - Horitzontalitat: \'b1 2 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'han de col\'b7locar junts de material endurible a les rosques.\par L'enroscada, en el seu cas, s'ha de fer sense for\'e7ar ni malmetre la rosca.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Inodor per a suport mural o per col\'b7locar sobre el paviment.\par S'han considerat els materials seg\'fcents:\par - Porcellana sanit\'e0ria amb acabat superficial d'esmalt cer\'e0mic, unit \'edntimament al suport\par - Gres amb acabat superficial d'esmalt cer\'e0mic, de color blanc, unit \'edntimament al suport\par En funci\'f3 de la col\'b7locaci\'f3 els inodors poden ser:\par - Inodors murals, instal\'b7lats en volad\'eds separats del terra.\par - Inodors de peu ,amb peu instal\'b7lats sobre el terra.\par En funci\'f3 d\'92on cauen els excrements els inodors poden ser:\par - Inodors de fons pla, on els excrements cauen en l\'92aigua profunda que cont\'e9 la tassa\par - Inodors de desc\'e0rrega directa, on els excrements cauen directament al sif\'f3\par En funci\'f3 de la composici\'f3 els inodors poden ser:\par - Inodor de tanc baix , \'e9s la combinaci\'f3 d\'92un inodor i una cisterna pera formar un conjunt funcional\par - Inodor monobloc, \'e9s el inodor que s\'92ha fabricat d\'92una sola pe\'e7a tassa i cisterna.\par - Inodor independent, \'e9s el inodor que pot connectar se a una cisterna o a un fluxor.\par Els inodors es classifiquen:\par - Classe 1: Inodors i conjunts que poden utilitzar un volum de desc\'e0rrega de 4, 5, 6, 7 o 9 litres indistintament.\par - Classe 2: Conjunts d\'92inodors que per a \'e9sser utilitzats amb fluxor o altre dispositiu de desc\'e0rrega i que utilitzen un volum de desc\'e0rrega de 6 litres com a m\'e0xim, o una desc\'e0rrega de doble comandament que combina una desc\'e0rrega de 6 litres com a m\'e0xim i una LVALdesc\'e0rrega redu\'efda no superior a 2/3 del volum de desc\'e0rrega m\'e0xim.\par Hi ha dos dispositius de desc\'e0rrega:\par - Tipus A: Cisterna de tipus v\'e0lvula\par - Tipus C: Fluxor.\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Han de portar el marcat CE de conformitat amb el que disposen els Reals Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol.\par Cal que sigui impermeable.\par No ha de tenir taques, escantonaments, falta d'esmalt ni d'altres defectes a les superf\'edcies llises.\par Ha de tenir un color uniforme i una textura llisa a tota la superf\'edcie.\par Els angles i les arestes han de ser arrodonits.\par Ha de tenir un orifici de connexi\'f3 per al tub d'alimentaci\'f3 i dos forats per a la fixaci\'f3 del seient i la tapa.\par Ha de complir les condicions requerides per la DF.\par Caracter\'edstiques f\'edsico-qu\'edmiques d\'92aparells sanitaris de cer\'e0mica:\par - Resist\'e8ncia als \'e0cids: Cap reducci\'f3 de brillantor\par - Resist\'e8ncia als \'e0lcalis: Cap reducci\'f3 de brillantor\par - Resist\'e8ncia als diferents agents qu\'edmics: Sense alteracions d\'92aspecte\par - Resist\'e8ncia a les taques: Sense reducci\'f3 de brillantor o taques permanents\par - Resist\'e8ncia al xoc t\'e8rmic: Sense signes visibles d\'92esquarteraments, escrostonaments o esquerdes\par - Absorci\'f3 d'aigua per la massa de porcellana: =< 0,75% pes mostra\par - Resist\'e8ncia a les c\'e0rregues est\'e0tiques: 4.000 N\par Les caraLVALcter\'edstiques anteriors s'han de verificar d'acord amb la UNE 67-001.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Amb les superf\'edcies protegides.\par Ha de portar les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Instruccions per a la seva instal\'b7laci\'f3\par Ha de subministrar-se amb els elements de fixaci\'f3 corresponents, seient i tapa.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent , que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.21 de CTE:\par -Sistema 4: Declaraci\'f3 CE de conformitat del fabricant.\par El s\'edmbol de marcat de conformitat CE ha d\'92anar acompanyat de la seg\'fcent informaci\'f3: \par - Sobre el mateix producte:\par - Nom o marca identificativa del fabricant\par - Refer\'e8ncia d\'92aquesta norma europea (UNE-EN 997)\par - Classe, volum nominal de desc\'e0rrega i dispositiu de desc\'e0rrega\par - En la documentaci\'f3 comercial que acompanya el producte: \par - Nom o marca identificativa del fabricant\par - Dos \'faltims d\'edgits de l\'92any en el que el marcat es va fixar \par - Direcci\'f3 declarada del fabricant \par - Dues darreres xifres del any d\'92impressi\'f3 del marcat\par - Refer\'e8ncia d\'92aquesta norma europea (UNE-EN 997)\par - Descripci\'f3 del producte: nom gen\'e8ric, material, dimensions,... \par - Tipus d\'92inodor (tanc baix,monobloc, independent o conjunt d\'92inodor)\par - Material de que est\'e0 fabricat.\par - Classe, tipus,dispositius de desc\'e0rrega i categoria del mecanisme de desc\'e0rrega.\par - Informaci\'f3 sobre les caracter\'edstiques reglamentades:\par - Capacitat d\'92aigua de desc\'e0rrega.\par - Prevenci\'f3 del reflux\par - Aptitud per a la neteja\par - Resist\'e8ncia a les c\'e0rregues\par - Durabilitat\par - Subst\ LVAL 'e0ncies perilloses\par - Fiabilitat de la v\'e0lvula\par - Estanquitat a l\'92aigua\par Emmagatzematge: Apilats en llocs protegits contra els impactes i la intemp\'e8rie, en m\'f2duls de dues unitats i un nombre m\'e0xim de tres m\'f2duls, separats amb taulons de fusta.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE 67001:1988 Aparatos sanitarios cer\'e1micos. Especificaciones t\'e9cnicas.\par UNE-EN 997:2004 Inodoros y conjuntos de inodoros con sif\'f3n incorporado.\par\pard\par }; ͌K  [[7k%? @46&?(\g@ET)@zGd@;Off@D @@FJS1U050Boca reg soterrada,45mm fosa revestida epoxi,sortida rosca tipus Reus,muntada a peric de registre@!uFJS1U050POProjecte del'ampliaci i reforVEN.3?55ysnl >&?ףp= @K7@q= ףp?+W @a@@E8EZUF00Encerclat amb tauler de fibres de fusta i resines sinttiques de densitat mitjana DM hidrofug, de 19@mE8EZUF00POProjecte del'ampliaci i reforVEN.3A77ysnl >&?ffffff @46&?ffffff%@Ǻ?-!@gDio$@>@@@E7C21431Allament planxa (XPS),tens.compres.>=100kPa,resist.compress.>=1,45m2K/W,g=40mm,sup. llisa,cantell e@)m2E7C21431POProjecte del Servei d'EmergncVEN.3C99ysnl >&?RQ@Cl@Cl@i@@K21DU001Enderroc peric 60.60.100cm.,mitjans man.,crrega manualr@uK21DU001POProjecte del'ampliaci i reforVEN.3  ysnl >&?= ףp\@q= ף0D@vQ@Cl[@p@@E21R1010Arrencada arbre+arrels,crrega mat.sob/cami-conten.Y@uE21R1010POReforma CAP 'El Castell' . CasVEN.3ysnl >&?(\_@X9vT@1ZdD@q= ף_@[@@K2192311Enderroc solera form.massa,compres.,crrega man/mec.u@m3K2192311POBanc_GISA_Rehabilitaci_2008_vVEN.3  ysnl >&?{Gz@ ?y&1@iq@M@@K168Z005Cala en pati exterior localitzaci clavegueramS@uK168Z005POReforma CAP 'El Castell' . CasVEN.3 ysnl >&?p= #9@V,@s#@)\h8@ @@E2221852Excavaci rasa/pou h<=1,5m,roca tova,compres.,crr.mec.t@ m3E2221852POBanc GISA Edificaci Obra NovaVEN.3  ysnl >&?\(\?Q?Q?@@E2211022Neteja+esbrossada terreny,m.mec.,crr.mec.V@m2E2211022POBanc GISA Edificaci Obra NovaVEN.3 ysnl >&?= ףp=?&†?&†?^q@@K2197821Arrencada scol cerm./pedra,mitjans man.,crrega manualn@mK2197821POReforma CAP 'El Castell' . CasVEN.3  ysnl >LVALvx{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Col\'b7locaci\'f3 i connexi\'f3 a la xarxa d'aigua d'aixetes i accessoris per a aparells sanitaris, muntades superficialment o encastades.\par S'han considerat els elements seg\'fcents:\par - Aixeta connectada al tub d'alimentaci\'f3\par - Bateria mural connectada al tub d'alimentaci\'f3 i al de desgu\'e0s, si porta sobreixidor incorporat\par - Broc connectat al tub d'alimentaci\'f3 i la de desgu\'e0s, si porta sobreixidor incorporat\par - Ruixador connectat al bra\'e7 de la dutxa\par - Suport per a dutxa de tel\'e8fon\par - Tub flexible connectat al tub d'alimentaci\'f3 i a la dutxa de tel\'e8fon\par - Dutxa de tel\'e8fon connectada a tub flexible\par - Fluxor amb aixeta de regulaci\'f3 i tub de desc\'e0rrega incorporats\par - Colze d'enlla\'e7\par - Mecanisme per a cisterna de desc\'e0rrega o d'alimentaci\'f3 connectat a l'aparell sanitari\par - Enlla\'e7 mural\par - Maniguet flexible connectat a l'accessori d'enlla\'e7 i a l'aixeta\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Col\'b7locaci\'f3 de l'aixeta o l'accessori\par - Segellat dels junts\par - Connexi\'f3 a la xarxa d'aigua\par CONDICIONS GENERALS:\par Un cop col\'b7locada l'aixeta o l'accessori, ha de reunir les mateixes condicions exigides a l'element simple.\par L'aixeta, la bateria o el bra\'e7 de dutxa, ha de quedar anivellada en totes dues direccions, a la posici\'f3 prevista en el projecte i centrat amb l'especejament de l'enrajolat.\par L'al\'e7\'e0ria de muntatge de l'element ha de ser la reflecLVALtida en el projecte o, en el seu defecte, la indicada per la DF.\par Ha de quedar ben fixat al seu suport.\par S'ha de garantir l'estanquitat de les connexions amb els tubs d'alimentaci\'f3 i amb els de desgu\'e0s quan calgui.\par En l'aixeta, l'\'f2rgan de comandament de l'aigua calenta ha d'estar col\'b7locat a l'esquerra amb el distintiu vermell i el de l'aigua freda a la dreta amb el distintiu blau.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Nivell: \'b1 10 mm\par FLUXOR:\par S'ha de garantir l'estanquitat de la connexi\'f3 de l'aixeta amb el tub d'alimentaci\'f3 i de la connexi\'f3 del tub de desc\'e0rrega amb l'aparell sanitari.\par Si \'e9s fluxor antirobatori, ha d'estar col\'b7locat per la part posterior de la paret i ha de quedar connectat amb el polsador encastat directament a la paret, de manera que permeti el seu correcte accionament.\par MECANISME PER A CISTERNA:\par S'ha de garantir l'estanquitat de la connexi\'f3 de l'aixeta amb el tub d'alimentaci\'f3 i de la connexi\'f3 del tub de desc\'e0rrega amb l'aparell sanitari.\par Una vegada instal\'b7lat ha de comprovar-se el bon funcionament del mecanisme.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La posici\'f3 de l'element respecte al pl\'e0 del parament ha de ser l'adequada per a obtenir un bon acord amb el revestiment.\par No s'han de col\'b7locar junts de material endurible a les rosques.\par L'enroscada, en el seu cas, s'ha de fer sense for\'e7ar ni malmetre la rosca.\par Les zones per soldar s'han de netejar i fregar abans.\par El muntatge s'ha de realitzar seguint les instruccions del fabricant.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par\pard\par }LVALx{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Aixetes i accessoris de llaut\'f3 cromat per a inodors, de diferents tipus i de diferents di\'e0metres d'entrada i de sortida.\par S'han considerat els elements seg\'fcents:\par - Fluxor amb aixeta de regulaci\'f3 i tub de desc\'e0rrega incorporats\par - Aixeta de regulaci\'f3 amb tub d'enlla\'e7 incorporat\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par No ha de tenir picades ni altres desperfectes. El revestiment ha de ser continu al llarg de tota la superf\'edcie.\par Ha de tenir un color uniforme i una textura llisa a tota la superf\'edcie.\par Exteriorment ha d'estar recobert amb dues capes, una de n\'edquel i una altra de crom. Les peces interiors han de ser de materials resistents a la corrosi\'f3 i a les incrustacions calc\'e0ries.\par Els angles i les arestes han de ser arrodonits.\par Ha de complir les condicions requerides per la DF.\par Gruix del cos: >= 2 mm\par Gruix de la primera capa de recobriment: >= 5 micres\par Gruix de la segona capa de recobriment (cromat): >= 0,25 micres\par ReLVALsist\'e8ncia a la corrosi\'f3 del recobriment (UNE 37-551): No han d'apar\'e8ixer bombolles, exfoliacions, picades o desaparicions de recobriment\par Adher\'e8ncia del recobriment (UNE 37-551): No s'han de produir escames ni despreniments\par Estanquitat de l'aigua amb l'obturador tancat abans i despr\'e9s de la col\'b7locaci\'f3, a 16 bar (UNE 19-703): No s'han de produir fuites\par Estanquitat de l'aigua amb l'obturador obert i la boca tapada abans i despr\'e9s de la col\'b7locaci\'f3, a 4 bar (UNE 19-703): No s'han de produir fuites\par FLUXOR:\par La maneta o el polsador han de permetre un accionament suau i prec\'eds d'obertura i de tancament.\par Temps de sortida d'aigua: 6 - 7 s\par Cabal m\'ednim d'aigua: 1,5 - 2 l/s\par AIXETA:\par L'aixeta ha de permetre un accionament suau i prec\'eds d'obertura, de tancament i de regulaci\'f3 del cabal.\par Cabal m\'ednim d'aigua a 3 bar (UNE 19-703): 0,2 l/s\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En bossa de pl\'e0stic dins de la caixa protectora.\par Cada bossa o caixa ha de portar de forma indeleble i visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Instruccions d'instal\'b7laci\'f3 i muntatge\par Emmagatzematge: En el seu embalatge, en llocs protegits contra els impactes i la intemp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par 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ACCESSORIS PER A AIGERESPOProjecte del Servei d'Emergncu95 G EJ3DESGUASSOS I ACCESSORIS PER A APARELLS SANITARISPOProjecte del Servei d'Emergnc~B> G BJ42DOSIFICADORS DE SABETProjecte del Servei d'Emergncc'# G EJ42DOSIFICADORS DE SABPOProjecte del Servei d'Emergncc'# G BJ4ACCESSORIS I COMPLEMENTS DE BANYETProjecte del Servei d'Emergncn2. GH LVALX bre travessers separats no m\'e9s de 40 cm i en llocs protegits de cops i de la interp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par PLAQUES DE GUIX LAMINAT:\par UNE-EN 520:2005 Placas de yeso laminado. Definiciones. especificaciones y m\'e9todos de ensayo.\par UNE-EN 520:2005 ERRATUM:2006 Placas de yeso laminado. Definiciones. Especificaciones y m\'e9todos de ensayo.\par TRANSFORMATS DE PLACA DE GUIX LAMINAT:\par UNE-EN 13950:2006 Transformados de placa de yeso laminado con aislamiento t\'e9rmico ac\'fastico. Definiciones, especificaciones y m\'e9todos de ensayo.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Col\'b7locaci\'f3 i connexi\'f3 de desgu\'e0s o accessori a la xarxa d'evacuaci\'f3.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Soldats a tub de plom\par - Roscats a sif\'f3 de llaut\'f3\par - Connectats a tub de PVC\par Es consideren incloses dins d'aquesta unitat d'obra les operacions seg\'fcents:\par Soldats a tub de plom:\par - Neteja amb abrasiu de l'interior i exterior dels tubs\par - Acoblament dels tubs\par - Soldat\par - Prova de servei de la instal\'b7laci\'f3\par Connectats a tub de PVC:\par - Neteja amb abrasiu de l'interior i exterior dels tubs\par - Acoblament dels tubs amb adhesiu o mitjan\'e7ant junt el\'e0stic\par - Prova de servei de la instal\'b7laci\'f3\par Roscats a sif\'f3 de llaut\'f3:\par - Neteja amb abrasiu de l'interior dels tubs\par - Preparaci\'f3 de les unions amb cintes, pasta o estopa\par - Roscat dels tubs\par - Prova de servei de la instal\'b7laci\'f3\par CONDICIONS GENERALS:\par L'accessori instal\'b7lat ha de reunir les mateixes condicions exigides a l'element simple.\par Ha de ser accessible des del local en el que estigui instal.lat.\par Cal que quedi suficientment separat dels paraments que l'envolten, de manera que es pugui instal\'b7lar i manipular.\par Les unions no han de tenir fuites.\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Ha d'estar feta la prova d'instal\'b7laci\'f3.\par Dist\'e0ncia en vertical entre la v\'e0lvula de desgu\'e0s i la corona del sif\'f3: <= 60 cm\par Toler\'e0ncies d'instal\'b7laci\'f3:\parLVAL - Posici\'f3: La mateixa exigida al sanitari\par SOLDATS A UN RAMAL DE PLOM:\par La connexi\'f3 de sortida s'ha de fer per soldadura amb estany.\par CONNECTATS A UN RAMAL DE PVC:\par La connexi\'f3 de sortida s'ha de fer encolada amb adhesiu o encaixada amb junt el\'e0stic.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Abans de comen\'e7ar les feines, s\'92ha de fer un replanteig previ que ha de ser aprovat per la DF.\par El muntatge s\'92ha de fer seguint les instruccions del fabricant.\par S'ha de seguir l'ordre de treballs previst a la DT.\par Tots els elements s\'92han d\'92inspeccionar abans de la seva col\'b7locaci\'f3.\par Durant el proc\'e9s de col\'b7locaci\'f3 no s'han de produir desperfectes sobre els elements.\par Un cop acabades les tasques de muntatge es procedir\'e0 a la retirada de l\'92obra dels embalatges, retalls de tubs, etc.\par SOLDATS A UN RAMAL DE PLOM:\par Abans de fer l'acoblament per soldadura, s'ha de netejar l'interior i l'exterior del broquet fregant-lo amb paper abrasiu.\par CONNECTATS A UN RAMAL DE PVC:\par Abans de fer l'acoblament encolat, s'ha de netejar l'interior i l'exterior del broquet fregant-lo amb paper abrasiu, despr\'e9s s'ha d'humitejar amb un dissolvent adient i s'ha d'aplicar l'adhesiu per tal d'evitar la formaci\'f3 de bombolles.\par L'acoblament s'ha de fer sense moviments de torsi\'f3, despr\'e9s s'ha de netejar l'adhesiu acumulat a l'exterior.\par Si la uni\'f3 es fa mitjan\'e7ant un junt el\'e0stic, s'ha de netejar l'interior i l'exterior del broquet i despr\'e9s s'ha d'aplicar un lubricant adient, nom\'e9s a l'extrem bisellat del tub.\par L'acoblament s'ha de fer amb moviment longitudinal, despr\'e9s cal fer retrocedir el tub 1,5 cm aproximadament, per a facilitar les possibles dilatacions.\par ROSCATS:\par Abans de fer l'acoblament roscat, s'ha de netejar l'interior del broquet fregant-lo amb paper abrasiu.\par No s'han de col\'b7locar junts de material endurible.\par Les unions enroscades s'han de preparar a* LVAL: mb estopes, pastes o cintes d'estanquitat.\par L'enroscada, en el seu cas, s'ha de fer sense for\'e7ar ni malmetre la rosca.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Dispositius per a acoplar l'aparell sanitari a la xarxa d'evacuaci\'f3.\par S'han considerat els seg\'fcents elements:\par - Desgu\'e0s recte\par - Desgu\'e0s sif\'f2nic\par - Desgu\'e0s de pipa\par - Sif\'f2 registrable\par - Sif\'f2 de botella\par - V\'e0lvules equilibradores de pressi\'f3 per a connectar als baixants o ramals dels sistemes de desgu\'e0s\par - Sifons amb v\'e0lvula de ventilaci\'f3 per a desg\'fcassos d\'92aparells sanitaris\par DESG\'dcASSOS I SIFONS SENSE V\'c0LVULA DE VENTILACI\'d3\~:\par Les superf\'edcies interiors i exteriors han de ser llises, sense ranures, ampolles o qualevol altre defecte superficial que pugui alterar el funcionament del dispositiu.\par Les superficies revestides electrol\'edticament han de complir els requisits de la norma UNE-EN 248.\par Totes les peces han de resistir l\'92acci\'f3 de l\'92aigua residual dom\'e8stica en un interval de temperatures entre 20 i 95\'b0C.\par Les mides de les peces han de permetre la col\'b7locaci\'f3 correcte a l'aparell sanitari i la connexi\'f3 a la xarxa d'evacuaci\'f3.\par Les dimensions i formes compliran els requeriments de la norma UNE_EN 274.\par Cabal de desgu\'e0s per a Lavabo i bidet:\par - Desgu\'e0s: >= 0,6 l/s\par - Desgu\'e0s amb sif\'f3: >= 0,5 l/s\par - Sif\'f3: >= 0,6 l/s\par - Sobreeixidor: >= 0,25 l/s\par Estanquitat del desg\'fc\'e0s: No ha de tenir fuites\par Fuita m\'e0xima del desg\'fc\'e0s amb tap o v\'e0lvula: <= 1 l/h\par Les anteriors caracter\'edstiques s\'92han de determinar segons la norma UNE-EN 274-2.\par V\'c0LVULES EQUILIBRADORES DLVALE PRESSI\'d3 I SIFONS AMB VENTILACI\'d3:\par Ha d\'92estar dissenyat i constru\'eft segons les especificacions de la norma UNE-EN 12380.\par Cada producte ha d\'92anar marcat amb la seg\'fcent informaci\'f3:\par - N\'famero de la norma, es a dir, EN 12380\par - Identificaci\'f3 del fabricant\par - Di\'e0metre nominal\par - Els dos \'faltims d\'edgits de l\'92any de fabricaci\'f3\par - Han de portar el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Subministrament: En bossa de pl\'e0stic dins de la caixa protectora.\par DESG\'dcASSOS I SIFONS SENSE V\'c0LVULA DE VENTILACI\'d3\~:\par Les peces o l\'92envoltori ha de portar de forma indeleble i visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Refer\'e8ncia a la norma UNE-EN 274\par V\'c0LVULES EQUILIBRADORES DE PRESSI\'d3 I SIFONS AMB VENTILACI\'d3:\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par El s\'edmbol normalitzat CE marcat sobre el producte ha d\'92anar acompanyat de la seg\'fcent informaci\'f3 com a m\'ednim (ja sigui sobre el mateix producte, l\'92embalatge, o b\'e9 la informaci\'f3 comercial que l\'92acompanya):\par - El nom o la marca d\'92identificaci\'f3 del fabricant\par - Els dos \'faltims d\'edgits de l\'92any en que es va fer el marcatge\par - Refer\'e8ncia a la norma EN 12380\par - Les indicacions necess\'e0ries per a identificar les caracter\'edstiques del producte i el seu \'fas previst\par - La designaci\'f3 segons el sistema de designaci\'f3 de la norma EN 12380\par - La capacitat del flux d\'92aire (l/s)\par - L\'92interval de temperatures\par - El rendiment a temperatures per sota de cero graus cent\'edg LVAL rads\par\par Emmagatzematge: En el seu embalatge, en llocs protegits contra els impactes i la intemp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par DESG\'dcASSOS I SIFONS SENSE V\'c0LVULA DE VENTILACI\'d3\~:\par *UNE-EN 274-1:2002 Accesorios de desag\'fce para aparatos sanitarios. Parte 1: Requisitos.\par V\'c0LVULES EQUILIBRADORES DE PRESSI\'d3 I SIFONS AMB VENTILACI\'d3:\par UNE-EN 12380:2003 V\'e1lvulas equilibradoras de presi\'f3n para sistemas de desag\'fce. Requisitos, m\'e9todos de ensayo y evaluaci\'f3n de la conformidad.\par\pard\par }^X\ ` d  h  l  p  t xxx$$$$$|(,,,,Ą044ŒŒŒŒŒ8<0140000@@:53-(& @ w@?@EAF5ALR6BAZGTGEZ@@:53-(& ? ףp= A@??EAF5ALR6A012M000@@:53-(& 333333?V-o@?333333?EAF5ALR6A013M000@@:53-(& Q?9#J{#@?Q?EAF5ALR6B7J50090@@:53-(& q= ףp?ʡ @?q= ףp?EAF5ALR6B7J50010@@:53-(& ?N@??EAN5AL02BAN5AL03@@:53-(& ?Cl=@??K21A30UGA0140000@@:53-(& 333333?t@?333333?K2164771A0150000@@:53-(& 333333? rh@?333333?K2164771A0140000@@:53-(& ?Cl @??K21BU0ONA0140000@@:53-(& ?d;O???K21BU0ONA0124000@@:53-(& ?sh|????K21BU0ONA0134000@@:53-(& ?Cl @??K218U00PA0140000@@:53-(& ?/$???K21B1011C200S000@@:53-(& ?Cl @??K21B1011A0140000@@:53-(& ?\(\???K21B1011A0135000@@:53-(& ?S???K21B1011A0125000@@:53-(& 333333?t@?333333?K21615U2A0150000@@:53-(& 333333?-??333333?K21615U2C200B000@@:53-(& ?p= c"@??K216UR01A0140000@@:53-(& ffffff?"@?ffffff?K2163511A0140000@@:53-(& (\?0*U@?(\?K2161511A0140000@@:53-(& ?Cl @??K21A3011A0140000@@:53-(& 333333? rh@?333333?K21A2011A0140000@@:53-(& 333333? rh@?333333?K21A1011A0140000@@:53-(& ?p= c@??K2183801A0140000@@:53-(& ffffff?+@?ffffff?EJ46U015A012J000@@:53-(& ?\^@??EJ46U015BJ46U015@@:53-(& ?Q6@??EJ46U020A012J000@@:53-(& ?zGn@??EJ46U020BJ46U020@@:53-(& p= ף? h"??p= ף?ECZ3U004C2007000@@:53-(& p= ף? $(~9@?p= ף?ECZ3U004A012E000@@:53-(& @MbX??@EC1K1502B0A61500@@:53-(& ?Q^5@??EC1K1502A012E000@@:53-(& ?B@??EC1K1502BC1K1500@@:53-(& {Gz??W[@?{Gz?EC1K1502B0A81010@@:53-(& ffffff?+@?ffffff?EJ43U010A012J000@@:53-(& ?)\(=@??EJ43U010BJ43U010@@:53-(& ?(\D@??EJ239121BJ239121@@:53-(& y&1?Fx@?y&1?EJ239121A013J000@@:53-(& ? r$@??EJ239121A012J000@@:53-(& ?333333???EJ331151A013J000@@:53-(& ?V-@??EJ331151A012J000@@:53-(& ?(\B#@??EJ331151BJ331151@@:53-(& ?333333???EJ38B7DGA013J000@@:53-(& ?V-@??EJ38B7DGA012J000@@:53-(&LVAL( {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conjunt de perfils i elements de suspensi\'f3 autonivelladora, d'acer galvanitzat, per a la formaci\'f3 de cels rasos de plaques o lamel\'b7les, amb entramat vist o ocult.\par CARACTER\'cdSTIQUES GENERALS:\par Els perfils han de complir les caracter\'edstiques geom\'e8triques, dimensionals i de forma, que els siguin pr\'f2pies.\par No han de tenir marques de plecs, cops ni altres defectes en el recobriment del galvanitzat.\par Han de tenir els forats necessaris per a la seva suspensi\'f3 del sostre.\par Els elements de suspensi\'f3 han de permetre de regular l'al\'e7\'e0ria del pla del cel ras.\par Si l'entramat \'e9s ocult s'han d'incloure els separadors per a mantenir l'equidist\'e0ncia entre els perfils quan es col\'b7loquin.\par Si l'entramat \'e9s vist, la cara vista dels perfils ha d'anar acabada amb pintura de les caracter\'edstiques i del color exigits per la DF.\par Fletxa dels perfils (per a una llum de 120 cm i c\'e0rrega centrada de 10 kg): <= 0,33 cm\par Protecci\'f3 de la galvanitzaci\'f3: >= 275 g/m2\par Toler\'e0ncies:\par - Rectitud dels perfils: \'b1 2 mm/2 m\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Embalats de manera que s'asseguri la seva rectitud.\par Emmagatzematge: En posici\'f3 horitzontal, sobre superf\'edcies planes, sense contacte amb el terra i protegits de la brut\'edcia i d'impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa dLVALg{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Dispositius per a acoplar l'aparell sanitari a la xarxa d'evacuaci\'f3.\par S'han considerat els seg\'fcents elements:\par - Desgu\'e0s recte\par - Desgu\'e0s sif\'f2nic\par - Desgu\'e0s de pipa\par - Sif\'f2 registrable\par - Sif\'f2 de botella\par - V\'e0lvules equilibradores de pressi\'f3 per a connectar als baixants o ramals dels sistemes de desgu\'e0s\par - Sifons amb v\'e0lvula de ventilaci\'f3 per a desg\'fcassos d\'92aparells sanitaris\par DESG\'dcASSOS I SIFONS SENSE V\'c0LVULA DE VENTILACI\'d3\~:\par Les superf\'edcies interiors i exteriors han de ser llises, sense ranures, ampolles o qualevol altre defecte superficial que pugui alterar el funcionament del dispositiu.\par Les superficies revestides electrol\'edticament han de complir els requisits de la norma UNE-EN 248.\par Totes les peces han de resistir l\'92acci\'f3 de l\'92aigua residual dom\'e8stica en un interval de temperatures entre 20 i 95\'b0C.\par Les mides de les peces han de permetre la col\'b7locaci\'f3 correcte a l'aparell sanitari i la connexi\'f3 a la xarxa d'evacuaci\'f3.\par Les dimensions i formes compliran els requeriments de la norma UNE_EN 274.\par Cabal de desgu\'e0s per a Lavabo i bidet:\par - Desgu\'e0s: >= 0,6 l/s\par - Desgu\'e0s amb sif\'f3: >= 0,5 l/s\par - Sif\'f3: >= 0,6 l/s\par - Sobreeixidor: >= 0,25 l/s\par Estanquitat del desg\'fc\'e0s: No ha de tenir fuites\par Fuita m\'e0xima del desg\'fc\'e0s amb tap o v\'e0lvula: <= 1 l/h\par Les anteriors caracter\'edstiques s\'92han de determinar segons la norma UNE-EN 274-2.\par V\'c0LVULES EQUILIBRADORES DLVALE PRESSI\'d3 I SIFONS AMB VENTILACI\'d3:\par Ha d\'92estar dissenyat i constru\'eft segons les especificacions de la norma UNE-EN 12380.\par Cada producte ha d\'92anar marcat amb la seg\'fcent informaci\'f3:\par - N\'famero de la norma, es a dir, EN 12380\par - Identificaci\'f3 del fabricant\par - Di\'e0metre nominal\par - Els dos \'faltims d\'edgits de l\'92any de fabricaci\'f3\par - Han de portar el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Subministrament: En bossa de pl\'e0stic dins de la caixa protectora.\par DESG\'dcASSOS I SIFONS SENSE V\'c0LVULA DE VENTILACI\'d3\~:\par Les peces o l\'92envoltori ha de portar de forma indeleble i visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Refer\'e8ncia a la norma UNE-EN 274\par V\'c0LVULES EQUILIBRADORES DE PRESSI\'d3 I SIFONS AMB VENTILACI\'d3:\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par El s\'edmbol normalitzat CE marcat sobre el producte ha d\'92anar acompanyat de la seg\'fcent informaci\'f3 com a m\'ednim (ja sigui sobre el mateix producte, l\'92embalatge, o b\'e9 la informaci\'f3 comercial que l\'92acompanya):\par - El nom o la marca d\'92identificaci\'f3 del fabricant\par - Els dos \'faltims d\'edgits de l\'92any en que es va fer el marcatge\par - Refer\'e8ncia a la norma EN 12380\par - Les indicacions necess\'e0ries per a identificar les caracter\'edstiques del producte i el seu \'fas previst\par - La designaci\'f3 segons el sistema de designaci\'f3 de la norma EN 12380\par - La capacitat del flux d\'92aire (l/s)\par - L\'92interval de temperatures\par - El rendiment a temperatures per sota de cero graus cent\'edg LVAL rads\par\par Emmagatzematge: En el seu embalatge, en llocs protegits contra els impactes i la intemp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par DESG\'dcASSOS I SIFONS SENSE V\'c0LVULA DE VENTILACI\'d3\~:\par *UNE-EN 274-1:2002 Accesorios de desag\'fce para aparatos sanitarios. Parte 1: Requisitos.\par V\'c0LVULES EQUILIBRADORES DE PRESSI\'d3 I SIFONS AMB VENTILACI\'d3:\par UNE-EN 12380:2003 V\'e1lvulas equilibradoras de presi\'f3n para sistemas de desag\'fce. Requisitos, m\'e9todos de ensayo y evaluaci\'f3n de la conformidad.\par\pard\par }LVALe compliment obligatori.\par\pard\par }LVALh {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Aixetes i accessoris per a lavabos, de diferents tipus i de diferents di\'e0metres d'entrada i de sortida.\par Tots els elements s\'f3n de llaut\'f3 cromat, daurat o esmaltat.\par S'han considerat els elements seg\'fcents:\par - Aixeta\par - Bateria mescladora\par - Broc\par S'han considerat els seg\'fcents tipus d'aixetes:\par - Mescladora\par - Monocomandament\par - Temporitzada\par - Senzilla\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par No ha de tenir picades ni altres desperfectes. El revestiment ha de ser continu al llarg de tota la superf\'edcie.\par Ha de tenir un color uniforme i una textura llisa a tota la superf\'edcie.\par Els elements de llaut\'f3 cromat o daurat han d'estar recoberts exteriorment amb dues capes, una de n\'edquel i una altra de crom.\par Les peces interiors han de ser de materials resistents a la corrosi\'f3 i a les incrustacions calc\'e0ries.\par Els angles i les arestes han de ser arrodonits.\par Ha de complir les condicions requerides per la DF.\par Gruix del cos: >= LVAL 2 mm\par Gruix de la primera capa de recobriment: >= 5 micres\par Gruix de la segona capa de recobriment: >= 0,25 micres\par Resist\'e8ncia a la corrosi\'f3 del recobriment (UNE 37-551): No han d'apar\'e8ixer bombolles, exfoliacions, picades o desaparicions de recobriment\par Adher\'e8ncia del recobriment (UNE 37-551): No s'han de produir escames ni despreniments\par AIXETA O BATERIA:\par El mecanisme de comandament ha de permetre un accionament d'obertura, de tancament, de regulaci\'f3 de cabal (i de barreja d'aigua en l'aixeta mescladora o monocomandament), suau i prec\'eds.\par En l'aixeta mescladora, l'\'f2rgan de comandament de l'aigua calenta ha d'estar col\'b7locat a l'esquerra amb el distintiu vermell i el de l'aigua freda a la dreta amb el distintiu blau.\par En l'aixeta monocomandament, l'\'f2rgan de comandament ha d'indicar amb els distintius vermell i blau el sentit de gir per a obtenir aigua calenta o aigua freda.\par En l'aixeta senzilla, el comandament d'accionament ha de dur un distintiu blau per a l'aigua freda i un distintiu vermell per a l'aigua calenta.\par Cabal m\'ednim d'aigua a 3 bar (UNE 19-703): 0,2 l/s\par Estanquitat de l'aigua amb l'obturador tancat abans i despr\'e9s de la col\'b7locaci\'f3, a 16 bar (UNE 19-703): No s'han de produir fuites\par Estanquitat de l'aigua amb l'obturador obert i la boca tapada abans i despr\'e9s de la col\'b7locaci\'f3, a 4 bar (UNE 19-703): No s'han de produir fuites\par Resist\'e8ncia mec\'e0nica amb l'obturador tancat amb pressi\'f3 de 25 bar (UNE 19-703): No s'han de produir deformacions permanents\par Resist\'e8ncia a torsi\'f3 de l'\'f2rgan de maniobra (UNE 19-703): >= 6 N m\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En bossa de pl\'e0stic dins de la caixa protectora.\par Cada bossa o caixa ha de portar de forma indeleble i ben visible les dades seguents:\par - Nom del fabricant o marca comercial\par - Instruccions d'instal\'b7laci\'f3 i muntatge\par Emmagatzematge: En el seu embalatge, en ll LVAL ocs protegits contra els impactes i la intemp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL(5{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Tijes cil\'edndriques o c\'f2niques, amb filet de secci\'f3 triangular que dibuixa sobre la seva superf\'edcie una h\'e8lice cont\'ednua.\par S'han considerat els seg\'fcents tipus:\par - Visos galvanitzats\par - Visos per a fusta o tac de PVC\par - Visos per a conglomerats de fusta, de llaut\'f3\par - Visos per a plaques de cartr\'f3-guix, cadmiats o galvanitzats\par CARACTER\'cdSTIQUES GENERALS:\par El perfil de la rosca del vis ha d'estar en relaci\'f3 amb el seu di\'e0metre (UNE 17-008), i la llarg\'e0ria de la rosca, en relaci\'f3 amb la seva llarg\'e0ria (UNE 17-051).\par La seva superf\'edcie ha de ser llisa, sense fissures, rebaves ni d'altres defectes superficials.\par Els fils de la rosca no han de tenir defectes de material ni empremtes d'eines.\par Cementaci\'f3 del vis: > 0,1 mm\par ACABAT CADMIAT:\par El seu recobriment ha de ser llis, sense discontinu\'eftats ni exfoliacions i no ha de tenir taques ni imperfeccions superficials.\par ACABAT GALVANITZAT:\par El seu recobriment ha de ser llis, sense discontinu\'eftats ni exfoliacions i no ha de tenir taques ni imperfeccions superficials.\par Protecci\'f3 de galvanitzaci\'f3: >= 275 g/m2\par Puresa del zinc, en pes: >= 98,5%\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetats.\par Emmagatzematge: En llocs protegits de la pluja i la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de complimeLVALA{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Col\'b7locaci\'f3 de mirall.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Adherit sobre tauler de fusta\par - Amb fixacions mec\'e0niques al parament\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Adherit sobre tauler de fusta:\par - Neteja i preparaci\'f3 del suport\par - Aplicaci\'f3 de l'adhesiu i col\'b7locaci\'f3 del mirall\par - Neteja final\par Col\'b7locaci\'f3 amb fixacions mec\'e0niques:\par - Neteja del suport\par - Replanteig dels punts de fixaci\'f3\par - Col\'b7locaci\'f3 del mirall\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar col\'b7locat de manera que no quedi sotm\'e8s als esfor\'e7os produ\'efts per contraccions, dilatacions o deformacions del suport.\par El suport ha de quedar pla i ha d'estar ben aplomat.\par Ha de quedar ben fixat al suport.\par Un cop col\'b7locat no hi ha d'haver ratllades, escantonaments o d'altres defectes superficials a la cara vista ni a la posterior.\par Dist\'e0ncia entre els miralls: >= 1 mm\par ADHERIT SOBRE TAULER DE FUSTA:\par No s'han d'utilitzar adhesius que continguin \'e0cids lliures que puguin alterar la pintura de protecci\'f3 del mirall.\par FIXAT MEC\'c0NICAMENT SOBRE EL PARAMENT:\par Els elements de subjecci\'f3 han de portar una l\'e0mina el\'e0stica per tal d'impedir el contacte directe amb el mirall.\par Dist\'e0ncia dels forats de subjecci\'f3 al per\'edmetre: >= 5 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par En ambients humits la col\'b7locaci\'f3 s'ha de realitzar de manera que no es puguin produi LVAL" r condensacions sobre la cara posterior, facilitant la circulaci\'f3 de l'aire.\par La posada a l'obra no ha d'alterar les caracter\'edstiques de l'element.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par S'han de considerar les respectives dimensions d'acord amb els criteris seg\'fcents:\par - Llarg\'e0ria i ampl\'e0ria: M\'faltiples de 6 cm\par Cal prendre el m\'faltiple immediat superior en el cas que la dimensi\'f3 no ho sigui.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }jLVALaz{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Peces que serveixen per a fixar elements pressionant-los, sense perforar-los.\par S'han considerat els seg\'fcents tipus:\par - Grapes per a tubs\par - Grapes per a miralls\par CARACTER\'cdSTIQUES GENERALS:\par S'han de subministrar amb els tacs i els visos necessaris per a la seva col\'b7locaci\'f3 a l'obra.\par El disseny del tac ha de ser l'adient al suport.\par El vis ha d'anar protegit contra la corrosi\'f3.\par Els di\'e0metres del tac i el vis han de ser compatibles.\par GRAPES PER A TUBS:\par Grapa met\'e0l\'b7lica formada per una pe\'e7a semicircular amb una o dues aletes perforades que permetin el pas del vis de fixaci\'f3.\par El di\'e0metre nominal \'e9s el di\'e0metre exterior del tub a subjectar.\par GRAPES PER A MIRALLS:\par Grapa met\'e0l\'b7lica d'acer inoxidable o acer cromat amb una aleta m\'f2bil que permet un moviment paral\'b7lel a la paret de fixaci\'f3, esmorte\'eft per una molla.\par Despla\'e7ament de l'aleta: >= 1 cm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: S'ha de subministrar conjuntament el tac, el vis i la grapa en capses, on han de figurar les dades seg\'fcents:\par - Identificaci\'f3 del fabricant\par - Di\'e0metres\par - Unitats\par Emmagatzematge: En llocs protegits de la pluja i la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }SH  Y ,  RuqDy0?= ףp5@= ףp5@= ףp5@= ףp5@@ `ogPnnnnnnnn__A0126000Oficial 1a picapedrerOficial 1a picapedrerhA0126000EMA0126000Banc_GISA_Rehabilitaci_2008_vVEN.0?= ףp5@= ףp5@= ףp5@= ףp5@@ `ogPnnnnnnnn__A0126000Oficial 1a picapedrerOficial 1a picapedrerhA0126000EMA0126000Banc_GISA_Rehabilitaci_2008_vVEN.3OEE    0?HzG0@HzG0@HzG0@HzG0@@umnOrderColumnHnDescriptio__C1101200Compressor+dos martells pneumtics(@2hC1101200EQC1101200Banc_GISA_Rehabilitaci_2008_vVEN.3E;; 0?{Gz@{Gz@{Gz@{Gz@@PwoP@` __C200S000Equip tall oxiacetilnic5@2hC200S000EQC200S000Banc_GISA_Rehabilitaci_2008_vVEN.3;11 0?(\ @(\ @(\ @(\ @@@d  І4 4 4 4 4 4 4 4 __C200B000Talladora,disc de carborn.#@2hC200B000EQC200B000Banc_GISA_Rehabilitaci_2008_vVEN.3>44 0?\^@\^@\^@\^@`Z@i 35 mm de D, de d'acer inox__BJ46U015Barra mural fixa en angle p/bany adaptat,L=600 i 600mm,acer inox.s@!uBJ46U015ETVEN.2VEN.3( 0?zGn@zGn@zGn@zGn@`Z@m(Нp@TT__BJ46U020Barra mural doble abatible p/bany adaptat,L=800mm,acer inox.n@ uBJ46U020ETVEN.2VEN.3#       0?\(\@\(\@\(\@\(\@q@ELE_SIS_ID_gg__C2007000Polidora PolidorahC2007000EQVEN.2VEN.3 0? ףp= ? ףp= ? ףp= ? ףp= ?@=@__B0A61500Tac nil D<=5mm,+vis7@uB0A61500ETVEN.2VEN.3 0?Q^5@Q^5@Q^5@Q^5@Y@l p0p@LL__A012E000Oficial 1a vidrierOficial 1a vidrierhA012E000EMVEN.2VEN.3  0?B@B@B@B@`Z@__BC1K1500Mirall lluna incolora,g=5mm(@m2BC1K1500ETVEN.2VEN.3 0?)\X`@)\X`@)\X`@)\X`@`Z@__B0A81010Grapa metl.,p/fix.mir.&@cuB0A81010ETVEN.2VEN.3 LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Mirall format per una lluna incolora o de color, amb aplicaci\'f3, en una de les seves cares de diferents capes: plata reflectora, coure protector o pintures anticorrosives i d'acabat, superposades i unides \'edntimament.\par CARACTER\'cdSTIQUES GENERALS:\par No ha de tenir defectes superficials (de planimetria, de paral\'b7lelisme en les seves cares, ondulacions, incrustacions, ratlles, esquerdes, etc.).\par No ha de tenir defectes en la massa detectables a simple vista (d'homogene\'eftat, de vitrificaci\'f3, de recuita, inclusions gasoses, etc.).\par El mirall acabat no ha de tenir bosses ni taques produ\'efdes per l'adher\'e8ncia deficient de les parts components.\par Els vidres de capa s\'92han de classificar segons la norma UNE-EN 1096-1 en funci\'f3 de la posici\'f3 de la capa respecte a l\'92interior o l\'92exterior de l\'92edifici o de la cambra dels vidres a\'efllants.\par Els defectes admissibles que poden afectar a l\'92aspecte del vidre de capa s\'f3n:\par - Els defectes propis admissibles per al substrat vitri, que dependran en cada cas del tipus de vidre\par - Els defectes propis de la capa que en funci\'f3 de la seva localitzaci\'f3 es divideixen en defectes a la zona principal o defectes a la zona de la vora, essent la zona de la vora la franja delimitada pel rectangle exterior i un rectangle de costats paral.lels i centre com\'fa amb l\'92anterior amb les mides dels costats redu\'efdes un 5% a cada banda. Els defectes admissibles per a la capa s\'f3n:\par - Defectes d\'92uniformitat o taques de la capa: S\'92admeten en la mesuLVALra que no restin molestos visualment\par - Defectes de piquets/forats >3 mm: No s\'92admeten en cap zona\par - Defectes de piquets/forats >2 mm i =<3 mm: S\'92admeten en les dues zones si el seu n\'famero \'e9s =<1/m2\par - Agregats: No s\'92admeten en la zona principal i si en la zona de vora sempre i quan quedin fora de la zona de visi\'f3\par - Rascades >75 mm: No s\'92admeten en la zona principal i si en la zona de vora sempre i quan la seva separaci\'f3 sigui >50 mm\par - Rascades =<75 mm: S\'92admeten en les dues zones sempre i quan la seva densitat local no molesti la visi\'f3\par Toler\'e0ncies:\par - Gruix: \'b1 0,2 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Protegit de manera que no s'alterin les seves caracter\'edstiques.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par Productes per a usos en un conjunt envidrat que pret\'e9n espec\'edficament donar resist\'e8ncia al foc:\par - Sistema 1: Declaraci\'f3 CE de conformitat del fabricant i Certificat de conformitat CE del producte\par Productes per a usos sotmesos a regulaci\'f3 de reacci\'f3 al foc:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par Productes per a usos sotmesos a regulaci\'f3 de prestaci\'f3 al foc exterior:\par - Sistema 3: (productes que requereixen assaig): Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat per el laboratori notificat\par - Sistema 4: (productes considerats que compleixen sense assaig): Declaraci\'f3 CE de conformitat del fabricant\par Productes per a us com a envidrament antibala o antiexplossi\'f3:\par - Sistema 1: Declaraci\'f3 CE de conformitat del fabricant i Certificat de conformitat CE del producte\par Productes per a altres usos lligats a riscos de seguretat en us i sotmesos a talsLVAL regulacions:\par - Sistema 3: (productes que requereixen assaig): Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat per el laboratori notificat\par Productes per a usos relacionats amb la conservaci\'f3 d\'92energia i/o l\'92atenuaci\'f3 ac\'fastica:\par - Sistema 3: (productes que requereixen assaig): Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat per el laboratori notificat\par Productes per a usos diferents dels especificats:\par - Sistema 4: (productes considerats que compleixen sense assaig): Declaraci\'f3 CE de conformitat del fabricant\par Els vidres han de portar el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol. El s\'edmbol normalitzat CE s'ha d'acompanyar de la seg\'fcent informaci\'f3:\par - N\'famero d'identificaci\'f3 de l'organisme de certificaci\'f3 (nom\'e9s per als productes amb sistema de certificaci\'f3 1)\par - Nom, marca comercial i adre\'e7a registrada del fabricant\par - Els 2 \'faltims d\'edgits de lany en que es fixa el marcat\par - N\'famero de certificat de conformitat CE o del certificat de control en f\'e0brica, si procedeix\par - Refer\'e8ncia a la norma europea: EN 1096-4 per als vidres amb capa\par - Descripci\'f3 del producte: nom gen\'e8ric, material, i \'fas previst\par - Informaci\'f3 sobre les caracter\'edstiques essencials pertinents mostrada com:\par - Valors presentats com designaci\'f3 normalitzada\par - Valors declarats i quan procedeixi, nivell o classe per a cada caracter\'edstica essencial:\par - Resist\'e8ncia al foc\par - Reacci\'f3 al foc\par - Comportament davant del foc exterior\par - Resist\'e8ncia a la bala\par - Resist\'e8ncia a la explosi\'f3\par - Resist\'e8ncia a la efracci\'f3 (propietats de trencament i resist\'e8ncia a l'atac)\par - Resist\'e8ncia a l'impacte del cos penLVALdular (propietats de trencament segura i resist\'e8ncia a l'atac)\par - Resist\'e8ncia mec\'e0nica (canvis bruscs de temperatura)\par - Resist\'e8ncia mec\'e0nica (resist\'e8ncia al vent, neu, c\'e0rrega permanent i/o c\'e0rregues imposades)\par - A\'efllament al soroll aeri directe\par - Propietats t\'e8rmiques\par - Propietats de radiaci\'f3 (transmit\'e0ncia lluminosa i reflect\'e0ncia)\par - Propietats de radiaci\'f3 (caracter\'edstiques de la energia solar)\par - Caracter\'edstiques a les que s'aplica l'opci\'f3 \'93Prestaci\'f3 No Determinada\'94 (NPD)\par Emmagatzematge: Protegit contra les accions mec\'e0niques (cops, ratllades, sol directe, etc.) i contra les accions qu\'edmiques (impressions i alteracions d'adher\'e8ncia de les capes de recobriment produ\'efdes per la humitat).\par S'ha de guardar en estibes de 25 cm de gruix com a m\'e0xim i amb un pendent del 6% respecte de la vertical.\par Ha de quedar separat de les altres estibes mitjan\'e7ant intercaladors i recolzat sobre travessers de fusta o d'un material protector.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie necess\'e0ria subministrada a l'obra, amidada segons les especificacions de la DT.\par S'han de considerar les respectives dimensions d'acord amb els criteris seg\'fcents:\par - Llarg\'e0ria i ampl\'e0ria: M\'faltiples de 6 cm\par Cal prendre el m\'faltiple immediat superior en el cas que la dimensi\'f3 no ho sigui.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 1096-1:1999 Vidrio para la edificaci\'f3n. Vidrio de capa. Parte 1: definiciones y clasificaci\'f3n\par UNE-EN 1096-2:2001 Vidrio para la edificaci\'f3n. Vidrio de capa. Parte 2: Requisitos y m\'e9todos de ensayo para las capas de las clases A, B y S.\par UNE-EN 1096-3:2001 Vidrio para la edificaci\'f3n. Vidrio de capa. Parte 3: Requisitos y m\'e9todos de ensayo para las capas de las clases C y D.\par UNE-EN 1096-4:2005 Vidrio para la edificaci\'f3n. Vidrio de capaTLVALd. Parte 4: Evaluaci\'f3n de la conformidad/Norma de producto.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conjunt d'una pe\'e7a per a encastar (tac) i un cargol o un vis. El sistema de subjecci\'f3 del tac pot ser per adher\'e8ncia qu\'edmica o per expansi\'f3 produida per la deformaci\'f3 de la pe\'e7a en ser comprimida pel cargol.\par S'han considerat els seg\'fcents tipus:\par - Tac d'expansi\'f3 de nil\'f3 i vis d'acer\par - Tac d'expansi\'f3 d'acer, amb vis, volandera i femella del mateix material\par - Fixaci\'f3 mec\'e0nica formada per una base met\'e0l\'b7lica cargolada, vis d'acer, beina de PVC, volanderes d'estanquitat i tap de cautx\'fa\par - Tac qu\'edmic format per una ampolla amb resina, cargol, volandera i femella\par CARACTER\'cdSTIQUES GENERALS:\par El disseny del tac ha de ser l'adient al suport i als esfor\'e7os que ha de suportar.\par Els cargols no han de tenir imperfeccions (rebaves, emprentes, etc) que impedeixin cargolar els elements.\par El vis ha d'anar protegit contra la corrosi\'f3.\par Els di\'e0metres del tac i vis han de ser compatibles.\par El perfil de la femella ha de ser segons el seu di\'e0metre (UNE 17-008).\par Cementaci\'f3 del vis: > 0,1 mm\par TAC QU\'cdMIC:\par L'ampolla ha de ser de vidre i estanca.\par Ha de contenir un adhesiu de dos components: una resina de reacci\'f3 i un enduridor d'aplicaci\'f3 en fred.\par El cargol ha de ser d'acer zincat. Ha de dur una marca per tal de con\'e8ixer la seva profunditat d'\'fas. El cap de l'extrem lliure ha de ser compatible amb l'adaptador de la perforadora.\par Di\'e0metre de l'ampolla: 14 mm\par Temps d'enduriment segons temperatura ambient:\par > 20\'b0C: 10 mLVAL in\par 10\'b0C - 20\'b0C\~: 20 min\par 0\'b0C - 10\'b0C: 1 h\par - 5\'b0C - 0\'b0C: 5 h\par VOLANDERES:\par Di\'e0metre interior de la volandera:\par - Di\'e0metre del cargol 10 mm: 11 mm\par - Di\'e0metre del cargol 11 mm: 13 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: S'ha de subministrar conjuntament amb totes les peces necess\'e0ries per a la seva correcta col\'b7locaci\'f3 en capses, on han de figurar:\par - Identificaci\'f3 del fabricant\par - Di\'e0metres\par - Llarg\'e0ries\par - Unitats\par - Instruccions d'\'fas\par Emmagatzematge: En llocs protegits de la pluja i la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Polit del cantell de vidres i miralls per a poder deixar el vidre exempt.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de les{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Polit del cantell de vidres i miralls per a poder deixar el vidre exempt.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de les cares a polir\par - Polit i neteja final del vidre\par CONDICIONS GENERALS:\par Els cantells polits han de ser rectes, amb la secci\'f3 plana o arrodonida segons indiqui la DT.\par La secci\'f3 ha de ser constant al llarg del cantell.\par No han de tenir cops, esquerdes ni arestes tallants.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d'execuci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALCJ{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Conjunt d'operacions per obrir rases i pous de fonaments, o de pas d\'92instal\'b7lacions, realitzades amb mitjans mec\'e0nics o manuals, de forma cont\'ednua o realitzades per dames.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Situaci\'f3 dels punts topogr\'e0fics exteriors a l\'92excavaci\'f3\par - Replanteig de la zona a excavar i determinaci\'f3 de l\'92ordre d\'92execuci\'f3 de les dames si \'e9s el cas\par - Excavaci\'f3 de les terres\par - C\'e0rrega de les terres sobre cami\'f3, contenidor, o formaci\'f3 de cavallons a la vora de la rasa, segons indiqui la partida d\'92obra\par CONDICIONS GENERALS:\par Es considera terreny fluix, el capa\'e7 de ser foradat amb pala, que t\'e9 un assaig SPT < 20.\par Es considera terreny compacte, el capa\'e7 de ser foradat amb pic (no amb pala), que t\'e9 un assaig SPT entre 20 i 50.\par Es considera terreny de tr\'e0nsit, el capa\'e7 de ser foradat amb m\'e0quina o escarificadora (no amb pic), que t\'e9 un assaig SPT > 50 sense rebot.\par Es considera terreny no classificat, des del capa\'e7 de ser foradat amb pala, que t\'e9 un assaig SPT < 20, fins al capa\'e7 de ser foradat amb m\'e0quina o escarificadora (no amb pic), que t\'e9 un assaig SPT > 50 sense rebot.\par Es considera roca la que pot ser foradada amb compressor (no amb m\'e0quina), que t\'e9 un rebot a l'assaig SPT.\par L'element excavat ha de tenir la forma i les dimensions especificades en la DT, o en el seu defecte, les que determini la DF.\par El fons de LVALk6 6 M MMMMMMMM ɭ S  ȉ__ǓǓǓǓǓǓǓǓǓǓ[YYưŰŰŰŰŰŰŰŰŰŰŰŰŰŰŰŰŰŰŰŰŰŅZ/ŢĢĢHH W4¥3Caixa per edifici 1 5.5 12 .45 29.7 C#*D#*E#*F# Interruptor llums exteriors Interruptor llums exteriors 1.000 1.000 C#*D#*E#*F# Llums patis 4.000 4.000 C#*D#*E#*F# 2.000 2.000 0 C#*D#*E#*F# 15.000 15.000 C#*D#*E#*F# 50.000 50.000 C#*D#*E#*F# Extracci serveis 1.000 1.000 1.000 1.000 1.000 C#*D#*E#*F# VN 11.000 2.000 22.000 C#*D#*E#*F# 2.000 2.000 0 C#*D#*E#*F# 5.000 5.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 0 C#*D#*E#*F# C#*D#*E#*F# 16.000 16.000 0 C#*D#*E#*F# C#*D#*E#*F# 16.000 16.000 0 C#*D#*E#*F# C#*D#*E#*F# Part reformada costat arc de control 2.000 1.000 2.250 4.500 C#*D#*E#*F# Per AI.01 2.000 0.650 1.300 1.690 C#*D#*E#*F# 2.000 0.450 1.300 1.170 C#*D#*E#*F# AL.R1 1.000 11.000 11.000 C#*D#*E#*F# AL.2 1.000 1.000 1.000 C#*D#*E#*F# AL.2 1.000 5.000 5.000 C#*D#*E#*F# AL.1 1.000 1.000 1.000 C#*D#*E#*F# Part reformada per vidres costat arc de control 2 2 .75 3 C#*D#*E#*F# Part reformada costat arc de control 2 .7 2.25 1 3.15 C#*D#*E#*F# Part reformada servei adaptat 1 2.6 2.6 C#*D#*E#*F# Seguretat i salut 1.000 1.000 1.000 1.000 1.000 C#*D#*E#*F# Repassos guix 1.000 1.000 1.000 C#*D#*E#*F# AI.01 2 .65 2 2.6 C#*D#*E#*F# 2 .45 2.1 1.89 C#*D#*E#*F# A.1. Armari quadres elctrics 1 1 1 C#*D#*E#*F# P.1 1 5 5 C#*D#*E#*F# P'.1 1 1 1 C#*D#*E#*F# Part ampliaci maquinria 1 3.65 2.5 9.125 C#*D#*E#*F# Part reformada vestibul 1 2.45 4.25 10.4125 C#*D#*E#*F# Linia de vida 1 15 15 C#*D#*E#*F# Coberta nova 1 3.5 10.2 35.7 C#*D#*E#*F# 1 12.6 7.45 93.87 C#*D#*E#*F# Amb edifici existent 1.000 2.500 2.500 C#*D#*E#*F# Amb edifici existent 1.000 2.500 2.500 C#*D#*E#*F# Amb edifici existent 1 2.5 2.5 C#*D#*E#*F# Nova coberta 1 3 3 C#*D#*E#*F# Sobreeixidor 1 2 2 C#*D#*E#*F# Sobre solera 1 5.75 17.65 101.4875 C#*D#*E#*F# 1 1.9 10.95 20.805 C#*D#*E#*F# 1 4.75 4 19 C#*D#*E#*F# Per edifici ampliaci 1 10 12 120 C#*D#*E#*F# 1 19 2 38 C#*D#*E#*F# Pericons 1 2 2 C#*D#*E#*F# Arbres afectats ampliaci 1 4 4 C#*D#*E#*F# Per localitzaci col.lector clavegueram 5 5 C#*D#*E#*F# Sala biblioteca 1 13 13 C#*D#*E#*F# 1 4.1 4.1 C#*D#*E#*F# 1 2.4 2.4 C#*D#*E#*F# 1 10.6 10.6 C#*D#*E#*F# Secretaria 1 3.15 3.15 C#*D#*E#*F# 1 5.9 5.9 C#*D#*E#*F# 3 .4 1.2 C#*D#*E#*F# Aula informtica 1 4.95 4.95 C#*D#*E#*F# 1 .2 .2 C#*D#*E#*F# 1 1.1 1.1 C#*D#*E#*F# 1 5.25 5.25 C#*D#*E#*F# 1 .8 .8 C#*D#*E#*F# 1 .2 .2 C#*D#*E#*F# 3 .3 .9 C#*D#*E#*F# 1 2.9 2.9 C#*D#*E#*F# 1 3.65 3.65 C#*D#*E#*F# 1 4.1 4.1 C#*D#*E#*F# Sala reunions 1 2 2 C#*D#*E#*F# 1 5.05 5.05 C#*D#*E#*F# 1 5.6 5.6 C#*D#*E#*F# 1 3.5 3.5 C#*D#*E#*F# 1 .2 .2 C#*D#*E#*F# Despatx 1 1.8 1.8 C#*D#*E#*F# 1 3.45 3.45 C#*D#*E#*F# 1 5.7 5.7 C#*D#*E#*F# Rack 1 1.1 1.1 C#*D#*E#*F# 1 3.15 3.15 C#*D#*E#*F# 1 1.75 1.75 C#*D#*E#*F# 2 .25 .5 C#*D#*E#*F# 1 3.9 3.9 C#*D#*E#*F# Vestibul 1 2.7 2.7 C#*D#*E#*F# Pas 1 .6 .6 C#*D#*E#*F# 1 .5 .5 C#*D#*E#*F# 1 6.15 6.15 C#*D#*E#*F# 1 5.4 5.4 C#*D#*E#*F# 1 .9 .9 C#*D#*E#*F# 1 .2 .2 C#*D#*E#*F# 2 .3 .6 C#*D#*E#*F# 1 .65 .65 C#*D#*E#*F# 1 4 4 C#*D#*E#*F# sa a b"ŝD&?QR@zG_@Gzx@@@@EAVJLAM5Gelosia LAM.5, horitzontal alumini natural plata,forat o.280x225cm.@uEAVJLAM5POProjecte del'ampliaci i reforVEN.3 ysnl >&?Q!@K7A*@x&@V-2W@wY@@EAF3ALR1Finestra AL.R1 alumini lacat plata natural mate,trenc.pont trmic,1bat.,1fix,145x170&@ uEAF3ALR1POProjecte del'ampliaci i reforVEN.31''ysnl >&?Gz@t@-?^I @R@@@K21615U2Ender.punt. env cerm.,g=5/10cm,form.forat per porta,mitjans man.,crrega manual@uK21615U2POProjecte del'ampliaci i reforVEN.3.$$ysnl >&?q= ף"@p= c"@p= c"@U@@@K216UR01Enderroc env vidre emmotllat,10cm,m.man.,crrega manual@m2K216UR01POBanc_GISA_Rehabilitaci_2008_vVEN.3  ysnl >&?Q@"@"@S@@@K2163511Enderroc pared cerm.,g=10cm,mitjans man.,crrega manualy@ m2K2163511POBanc_GISA_Rehabilitaci_2008_vVEN.3ysnl >&?(\@0*U@0*U@Q@@@K2161511Enderroc env cerm.,g=5cm,mitjans man.,crrega manualu@ m2K2161511POBanc_GISA_Rehabilitaci_2008_vVEN.3  ysnl >&?RQ@Cl @Cl @bq@@K21A3011Arrencada full+bastim. porta int.,mitjans man.,crr.man.o@uK21A3011POReforma CAP 'El Castell' . CasVEN.3  ysnl >&?Q@ rh@ rh@ap@@K21A2011Arrencada full+bastim. balconera,mitjans man.,crr.man.j@uK21A2011POReforma CAP 'El Castell' . CasVEN.3  ysnl >&?Q@ rh@ rh@`p@@K21A1011Arrencada full+bastim. finest.,mitjans man.,crr.man.i@uK21A1011POReforma CAP 'El Castell' . CasVEN.3ysnl >&?(\@p= c@p= c@Wp@@K2183801Arrencada cel ras+entram.sup.,mitjans man.,crrega manualr@ m2K2183801POReforma CAP 'El Castell' . CasVEN.3ysnl >&? |@LJN{@LJN{@@PPAUSAN2P.a. d'abonament ntegre dajuts del ram de paleta a sanejament@paPPAUSAN2POReforma CAP 'El Castell' . CasVEN.3ysnl >&?)\`@+@\^@/,`@`Z@@EJ46U015Barra mural fixa en angle p/bany adaptat,L=600 i 600mm,acer inox.,col.fix.mec.@uEJ46U015POReforma CAP 'El Castell' . CasVEN.3+!!ysnl >BIϦϦϦL> 0 0 | |" " n n ˺ `  ʬ R D6Ƃ((tf XX¤JJ<< 5013E721BCD7<<<61/*N;L7A`/@Gz@   002E222B853@e HH<61/*jt)@(\{@_ID & 005E222B853v@e HH<61/*<?Hz:@_ID & 001E93615B0D@4$HH<61/*GztE@\(@ 5010E721BCD7@w HH<61/*L7A`a@Hzo@009E9Z4AB24@ qHH<61/*L7A`a@(\@ID007E7C21431y@HH<61/*@RQ.@ 002K21DU001#@HH<61/*@= ףp|@ 036E21R10104@HH<61/*-',@(\'@ AND L025K2192311@c HH<61/*@̬C@ 001K168Z005A@HH<61/*$5@Q2@ 003E2221852>@l HH<61/*c@{GZs@ 001E2211022Q@HH<61/*33333^@\(a@   018K2197821@HH<61/*;@Q+S@ 004K21AU00M@HH<61/*@q= ף2@ 023K21QU002-@^HH<61/*@Qea@ID035K21HU0112@^HH<61/*@Qe@ID034K21G2011*@^HH<61/*?zG@ 033K21G1011*@^HH<61/*@33333c@ID032K21EG011j@ ^HH<61/*@e@031K21EF011R@ ^HH<61/*@QU@ID030K21E1D11(@ ^HH<61/*?)\h<@ID022K21QU001/@^HH<61/*I +@Q@ID028K214211A@^HH<61/*= ףpMX@q= ףČ@ 027K2194621@^HH<61/*$CD@333333s@017K2194721$@^HH<61/* @HzGA@_ID & 024K218UA71@^HH<61/*&@{GL@ 021K2183721a@^HH<61/*\(\?q= ף0=@ 011K2148341B@^HH<61/*S㥛?Q@15 cm 006K2164771@^HH<61/*QPU@)\@ID020K21BU0ON@^HH<61/*?(\O>@ 019K21A30UG6@ ^HH<61/*)\h4@fffffVS@ID013K218U00P@^HH<61/*C@io@ID015K21B1011K@(HH<61/*@Gz)@ 010K21615U2\@$HH<61/*{Gz@)\(N@ AND L009K216UR01,@'HH<61/*K7A@A@l@ 008K2163511@ HH<61/*!rh}F@fffffn@ 007K2161511@ HH<61/*@= ףp&@ 016K21A3011r@)HH<61/*@ ףp= 1@ 003K21A2011s@;^HH<61/*9@a@itjans002K21A1011@HH<61/*"r@ ףp=@ 001K2183801k@HH<61/*>@LL@ 003ED111B71:@,HH<61/*@?)\`@   012EJ46U0155@HH<61/*aX\ ʹʹʹʹʹ` ͸ d  h  l  p pp t  xxxx$$$$$$$$$$$|(((((,,,ĄĄĄĄĄĄĄĄ0È48< 333333?ffffff@?333333?FJS1U050A013J000@@:53-(& 333333?$C@?333333?FJS1U050A012J000@@:53-(& ?p= c"@??K21QU002A0140000@@:53-(& 333333?/ݤ)@?333333?EC1GU000A012E000@@:53-(& ?GzG@??EC151C03BC151C00@@:53-(& ?Q^%@??EC151C03A012E000@@:53-(& ?d;O1@??EAN5AL02A0122000@@:53-(& ?Cl@??EAN5AL02A0140000@@:53-(& ?d;O1@??EAN5AL03A0122000@@:53-(& ?Cl@??EAN5AL03A0140000@@:53-(& ?N@??EAN5AL03BAN5AL02@@:53-(& @V@?@K214211AA0140000@@:53-(& ?= ףp5@??K214211AA0126000@@:53-(&  ףp= ?S!uq@? ףp= ?E2221852C1101200@@:53-(&  ףp= ?H}8g+@? ףp= ?E2221852A0150000@@:53-(& {Gz? ??{Gz?E2221852A0140000@@:53-(& Q?Q??Q?E2211022C1311120@@:53-(& Q?&†??Q?K2197821A0140000@@:53-(& 333333? rh@?333333?K21AU00MA0140000@@:53-(& ?(\•;@??K21QU001A0140000@@:53-(& 333333? rh@?333333?K218UA71A0140000@@:53-(& ? r@??K218UA71A0150000@@:53-(& ?V-2@??K21HU011A012H000@@:53-(& ?333333/@??K21HU011A013H000@@:53-(& ?3@??K21G2011A013H000@@:53-(& ?Q6@??K21G2011A012H000@@:53-(& Q?䃞ͪ??Q?K21G1011A012H000@@:53-(& Q?Q??Q?K21G1011A013H000@@:53-(& ?V-B@??K21EG011A012G000@@:53-(& ?333333?@??K21EG011A013G000@@:53-(& ?p= c"@??K21EG011A0140000@@:53-(& ?p= c"@??K21EF011A0140000@@:53-(& ?̌A@??K21EF011A013G000@@:53-(& ? rD@??K21EF011A012G000@@:53-(& @p= cR@?@K21E1D11A0140000@@:53-(& @@M@?@K21E1D11A013G000@@:53-(& @ ףp= Q@?@K21E1D11A012G000@@:53-(& ?p= c"@??K2194621A0140000@@:53-(& ?Cl@??K2194721A0140000@@:53-(& HzG?Pkw@?HzG?K2183721A0140000@@:53-(& (\?߾'@?(\?K2148341A0125000@@:53-(& (\?>W[?@?(\?K2148341C200S000@@:53-(& ?Qk8@??K2148341C1101200@@:53-(& @QL@?@K2148341A0150000@@:53-(& ?p= c2@??K2148341A0140000@@:53-(& 333333?RQ??333333?K2164771C2001000@@:53-(&LVAL {\rtf1\ansi \deff5\deflang1033{\fonttbl{\f5\fswiss\fcharset0\fprq2 Arial;}}{\colortbl;\red0\green0\blue0;\red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128;\red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\widctlpar \f5\fs18\lang1027 \snext0 Normal;}{\*\cs10 \additive Fuente de p\'e1rrafo predeter.;}}{\info{\title 1}{\author BEDEC}{\operator BEDEC}{\creatim\yr1998\mo11\dy16\hr19\min33}{\revtim\yr1998\mo11\dy16\hr19\min33}{\version1}{\edmins0}{\nofpages1}{\nofwords345}{\nofchars1967}{\*\company ITeC}{\vern57443}}\paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418 \ftnbj\aenddoc\hyphhotz425\hyphcaps0 \fet0\sectd \linex0\headery709\footery709\colsx709 {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5\pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \qj\widctlpar \f5\fs18\lang1027 {\fs16 \par }\pard \qj\widctlpar 1.- {\ul DEFINICIO I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par }\pard \qj\widctlpar {\fs16 \par \par DEFINICIO:\par Arrencada de paviments i enderroc de solera, amb c\'e0rrega manual o mec\'e0nica sobre cami\'f3 o contenidor.\par S'han considerat els seg\'fcents materials i mitjans de demolici\'f3:\par }\pard \qj\li770\widctlpar {\fs16 - Rajola cer\'e0mica o gres amb mitjans manuals\par - Material sint\'e8tic i capa d\rquote aniLVAL!vellaci\'f3 amb mitjans manuals\par - Terratzo i capa de sorra amb mitjans manuals\par - Solera de formig\'f3 a ma i amb martell picador\par - Esgla\'f3 a ma i amb martell picador\par }\pard \qj\widctlpar {\fs16 L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par }\pard \qj\li770\widctlpar {\fs16 - Preparaci\'f3 de la zona de treball\par - Enderroc de l'element amb els mitjans adients\par - Trossejament i apilada de la runa\par - C\'e0rrega de la runa sobre el cami\'f3\par }\pard \qj\widctlpar {\fs16 \par CONDICIONS GENERALS:\par }\pard \qj\widctlpar {\fs16 Els materials han de quedar suficientment trossejats i apilats per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposin i de les condicions de transport.\par }\pard \qj\widctlpar {\fs16 \par }\pard \qj\widctlpar 2.- {\ul CONDICIONS DEL PROCES D'EXECUCIO\par }\pard \qj\widctlpar {\fs16 \par CONDICIONS GENERALS:\par S'ha de seguir l'ordre de treballs previst a la D.T.\par La zona afectada per les obres ha de quedar convenientment senyalitzada\par Abans de comen\'e7ar l\rquote enderroc es neutralitzaran totes les instal\'b7lacions que puguin ser afectades.\par }\pard \qj\widctlpar {\fs16 El paviment s\rquote aixecar\'e0 abans de procedir a l\rquote enderroc de l\rquote element resistent en el qual est\'e0 col\'b7locat, sense afectar la capa de compressi\'f3 del sostre ni debilitar les voltes, bigues o biguetes.\par }\pard \qj\widctlpar {\fs16 Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par Quan s\rquote apreci\'ef alguna anomalia, es notificar\'e0 immediatament a la D.F.\par No es dipositar\'e0 runa damunt de les bastides.\par }\pard \qj\widctlpar {\fs16 No s\rquote acumular\'e0 runa en tanques, murs i suports propis que hagin de mantenir-se dempeus o d\rquote edificacions i elements aliens a l\rquote enderroc.\par }\pard \qj\widctlpar {\fs16 No s\rquote acumular\'e0 runa amb un pes superior als 100 Kg/m2 damunt de sostres, encara que estiguin en bon estat.\par  LVAL Un cop acabat l\rquote enderroc, el suport ha de quedar exempt de restes de morter i de paviment.\par }\pard \qj\widctlpar {\fs16 L'operaci\'f3 de c\'e0rrega s'ha de fer amb les precaucions necess\'e0ries per a aconseguir unes condicions de seguretat suficients.\par }\pard \qj\widctlpar {\fs16 S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par S'ha de trossejar la runa per tal de facilitar-ne la c\'e0rrega amb mitjans manuals.\par \par }\pard \qj\widctlpar 3.- {\ul UNITAT I CRITERIS D'AMIDAMENT\par }\pard \qj\widctlpar {\fs16 \par m2 de superf\'edcie amidada segons les especificacions de la D.T.\par \par }\pard \qj\widctlpar 4.- {\ul NORMATIVA DE COMPLIMENT OBLIGATORI\par }\pard \qj\widctlpar {\fs16 \par No hi ha normativa de compliment obligatori.\par \par }}ep6 m m J WUNQ`p_RI K21DENDERROCS I ARRENCADES D'ELEMENTS D'EVACUACIPOBanc_GISA_Rehabilitaci_2008_v|@< G CRE2MAQUINRIA PER A PODESEQReforma CAP 'El Castell' . Case)% G CREMAQUINRIA PER A OPERACIONS EN PLANTES EXISTENTSEQReforma CAP 'El Castell' . Cas~B> G CRMAQUINRIA PER A JARDINERIAEQReforma CAP 'El Castell' . Casg+' G C150MAQUINRIA PER A TRANSPORTS I ELEVACIEQReforma CAP 'El Castell' . Casu95 G C15MAQUINRIA PER A TRANSPORTS I ELEVACIEQReforma CAP 'El Castell' . Cast84 G E21RARRENCADA D'ELEMENTS DE JARDINERIAPOReforma CAP 'El Castell' . Casq51 G E21ENDERROCSPOReforma CAP 'El Castell' . CasW G K168CALES I FORATS EN REVESTIMENTSPOReforma CAP 'El Castell' . Casm1- G K16CALES I FORATSPOReforma CAP 'El Castell' . Cas\  G K1TREBALLS PREVIS I D'IMPLANTACIPOReforma CAP 'El Castell' . Cask/+ G E222EXCAVACIONS DE RASES I POUSPOBanc GISA Edificaci Obra Novaj.* G E2ENDERROCS, MOVIMENTS DE TERRES I GESTI DE RESIDUSPOBanc GISA Edificaci Obra Nova~B> G E22MOVIMENTS DE TERRESPOBanc GISA Edificaci Obra Novaa%! G E221EXCAVACIONS PER A REBAIX DEL TERRENYPOBanc GISA Edificaci Obra Novas73 G C131CARREGADORES EXCAVADORESEQBanc GISA Edificaci Obra Novag+' G K21HDESMUNTATGES I ARRENCADES D'INSTAL.LACIONS D'ENLLUMENATPOBanc_GISA_Rehabilitaci_2008_vJF G K21GDESMUNTATGES I ARRENCADES D'INSTAL.LACIONS ELCTRIQUESPOBanc_GISA_Rehabilitaci_2008_vIE G K21EDESMUNTATGES I ARRENCADES D'INSTAL.LACIONS DE CLIMATITZACI, CALEFACCI I VENTILACI MECNICAPOBanc_GISA_Rehabilitaci_2008_vpl G K21QDESMUNTATGES I ARRENCADES D'EQUIPAMENTS FIXOSPOReforma CAP 'El Castell' . Cas|@< G K219DESMUNTATGES I ARRENCADES DE PAVIMENTS I SOLERESPOBanc_GISA_Rehabilitaci_2008_vC? G K214DESMUNTATGES I ENDERROCS D'ESTRUCTURESPOBanc_GISA_Rehabilitaci_2008_vu95 G C11MAQUINRIA TRENCADORAEQBanc_GISA_Rehabilitaci_2008_vc'# G C110MAQUINRIA TRENCADORAEQBanc_GISA_Rehabilitaci_2008_vd($ G K21BDESMUNTATGE, ARRENCADES I DEMOLICIONS D'ELEMENTS DE SEGURETAT, PROTECCI I SENYALITZACIPOBanc_GISA_Rehabilitaci_2008_vkg G K216DESMUNTATGES I ENDERROCS DE TANCAMENTS I DIVISRIESPOBanc_GISA_Rehabilitaci_2008_vFB G K21ADESMUNTATGES I ARRENCADES DE TANCAMENTS I DIVISORIES PRACTICABLESPOReforma CAP 'El Castell' . CasTP G K218DESMUNTATGES, ARRENCADES I REPICATS DE REVESTIMENTSPOReforma CAP 'El Castell' . CasFB G K21ENDERROCS, ARRENCADES, REPICATS I DESMUNTATGESPOReforma CAP 'El Castell' . Cas|@< GLVALP${\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Enderroc, arrencada, repicat o desmuntatge de revestiments de paraments verticals o horitzontals, amb c\'e0rrega manual i mec\'e0nica sobre cami\'f3, o aplec per a posterior reutilitzaci\'f3.\par L'enderroc, el repicat i l'arrencada, pressuposen que el material resultant no te cap utilitat i ser\'e0 transportat a un abocador.\par El desmuntatge pressuposa que part o tot el material resultant tindr\'e0 una utilitat posterior, i ha de ser netejat, classificat, identificat amb marques que siguin reconeixibles amb posterioritat, i, si cal, croquitzada la seva posici\'f3 original.\par S'han considerat les unitats d'obra seg\'fcents:\par - Repicat superficial d'element de pedra natural, d'arrebossat, d'enguixat, o d\'92estucat amb mitjans manuals i c\'e0rrega manual de runa sobre cami\'f3 o contenidor\par - Arrencada d'enrajolat o d\'92aplacat, en parament vertical, amb mitjans manuals i c\'e0rrega manual de runa sobre cami\'f3 o contenidor\par - Enderroc de cel ras, o cel ras i de les instal\'b7lacions existents al seu interior , amb mitjans manuals i c\'e0rrega manual de runa sobre cami\'f3 o contenidor\par - Desmuntatge d'aplacat, amb mitjans manuals, neteja i aplec de materials per a la seva reutilitzaci\'f3 i carrega de runa sobre cami\'f3 o contenidor\par - Arrencada d'escopidor o coronament met\'e0l\'b7lic, cer\'e0mic o de pedra amb mitjans manuals i c\'e0rrega manual de runa sobre cami\'f3 o contenidor\par - Repicat de morters dels junts de parament de pedra, amb mitjans manuals i carrega de runa sobre cami\'f3 o contenidor\par - RepicaLVAL%t de revoltons, amb mitjans manuals i c\'e0rrega manual de runa sobre cami\'f3 o contenidor\par - Rascat de pintura en voltes, amb mitjans manuals i c\'e0rrega manual de runa sobre cami\'f3 o contenidor\par - Desmuntatge per a recuperaci\'f3 de rajoles de Val\'e8ncia sobre paraments, per a la seva posterior restauraci\'f3 i muntatge, amb mitjans manuals, d'una en una, protegint-les amb paper d'arr\'f2s, cola natural i paper de bombolles, c\'e0rrega manual de runa sobre cami\'f3 o contenidor\par - Enderroc de teginat, amb mitjans manuals i c\'e0rrega de runa sobre cami\'f3 o contenidor\par - Desmuntatge de teginat amb mitjans manuals, neteja i aplec de material per a la seva reutilitzaci\'f3 i carrega de runa sobre cami\'f3 o contenidor\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Enderrocs, repicat o arrencades:\par - Preparaci\'f3 de la zona de treball\par - Enderroc, repicat o arrencada de l'element amb els mitjans adients\par - Tall d'elements met\'e0l\'b7lics, guies, suports, etc.)\par - Trossejament i apilada de la runa\par - C\'e0rrega de la runa sobre el cami\'f3\par Desmuntatge:\par - Preparaci\'f3 de la zona de treball\par - Numeraci\'f3 de les peces i croquis de la seva posici\'f3, si cal\par - Desmuntatge per parts, i classificaci\'f3 del material\par - Neteja de les peces i c\'e0rrega per al transport al lloc d'aplec\par - C\'e0rrega i transport de la runa a l'abocador\par Determinaci\'f3 del grau de dificultat d\'92intervenci\'f3 a les unitats d\'92obra on intervenen restauradors:\par - Valorar de 0 a 3 els seg\'fcents aspectes:\par - Degradaci\'f3 de l\'92element a tractar\par - Resist\'e8ncia al tractament\par - Dificultat d\'92acc\'e9s a l\'92element a tractar\par - Sumar aquests factors i assignar el grau de dificultat amb el seg\'fcent criteri:\par - Suma 0 a 3: Grau de dificultat baix\par - Suma 4 a 6: Grau de dificultat mitj\'e0\par - Suma 7 a 9: Grau de dificultat alt\par ENDERROC, REPICAT O ARRENCADA:\par Els materiLVAL&als han de quedar suficientment trossejats i apilats per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposin i de les condicions de transport.\par La base del element eliminat no ha d'estar danyada pel proc\'e9s de treball.\par Un cop acabats els treballs, la base ha de quedar neta de restes de material.\par DESMUNTATGE:\par El material ha d'estar classificat i identificada la seva situaci\'f3 original.\par El material ha d'estar emmagatzemat en condicions adients, per tal que no es faci malb\'e9.\par Les estructures de fusta han d'estar protegides de la pluja, el sol i les humitats. Han d'estar separades del terra.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par S'ha de seguir l'ordre de treballs previst a la DT.\par S'ha de demolir en general, en ordre invers al que es va seguir per a la seva construcci\'f3.\par Els elements no estructurals (revestiments, divisions, tancaments, etc.), s'han de demolir abans que els elements resistents als que estiguin units, sense afectar la seva estabilitat.\par L'element per a enderrocar no ha d'estar sotm\'e8s a l'acci\'f3 d'elements estructurals que li transmetin c\'e0rregues.\par Cal verificar en tot moment l'estabilitat dels elements que no es demoleixin.\par La part per a enderrocar no ha de tenir instal\'b7lacions en servei (aigua, gas, electricitat, etc.).\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par La zona afectada per les obres ha de quedar convenientment senyalitzada.\par S'han de senyalar els elements que hagin de conservar-se intactes, segons s'indiqui en la DT o, en el seu defecte, per la DF.\par Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par S'ha d'evitar la formaci\'f3 de pols, pel que cal regar les parts que s'hagin de demolir i carregar.\par Durant els treballs es permet que l'operari treballi sobre l'element, si la seva ampl\'e0ria \'e9s >LVAL 35 cm i la seva al\'e7\'e0ria \'e9s <= 2 m.\par En acabar la jornada no s'han de deixar trams d'obra amb perill d'inestabilitat.\par Si es preveuen despla\'e7aments laterals de l'element, cal apuntalar-lo i protegir-lo per tal d'evitar-ne l'esfondrament.\par No s'han de deixar elements en voladiu sense apuntalar.\par En cas d'imprevistos (terrenys inundats, olors de gas, etc.) o quan l'enderrocament pugui afectar les construccions ve\'efnes, s'han de suspendre les obres i avisar a la DF.\par La runa s'ha d'abocar cap a l'interior del recinte, sense que es produeixin pressions perilloses sobre l'estructura per acumulaci\'f3 de material.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ARRENCADA D'ESCOPIDOR O CORONAMENT:\par m de llarg\'e0ria realment arrencat, d\'92acord amb la DT.\par ARRENCADA, ENDERROC, O DESMUNTATGE O REPICAT DE REVESTIMENTS DE PARAMENTS O SOSTRES:\par m2 de superf\'edcie realment executat d'acord amb les indicacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *Orden de 10 de febrero de 1975 por la que se aprueba la Norma Tecnol\'f3gica de la Edificaci\'f3n: NTE-ADD/1975 Acondicionamiento del terreno. Desmontes. Demoliciones\par\pard\par }  @ @  @ @ @ @QO@88886J68>6666A:QO@88886LO@88886A8QO@88886O6D68F:8A9QODSf:B:J68::666֫QODSf:B:J68:D666֪QODSf:B:J68<D666֩QODSf:B:J68>6666֨QODSf:B:L6<88@66֭QODSf:B:LODSf:B6֤QODSf:B:LOs<LF66֧QODSf:B:LOv<LF66֬QODSf:B:M8<8@686֦QODSf:B:M8<<J6[6֥QODSf6666~uQODSf:h<8:bJJJ KQQ>:h<8:J68:U666 IQQ>:h<8:J68<U666 HQQ>:h<8:LQ>:h<86 GQQ>:h<8:LQs><666 JQQ@:h8@JJ68:U666 :TQQ@:h8@JJ68<U666 :QQQ@:h8@JLQ@:h8@6 :RQQ@:h8@JLQs@:666 :SQQB8F6>:J68:U666 :NQQB8F6>:J68<U666 :MQQB8F6>:L6H88666 :PQQB8F6>:LDM[86>6 :OQQO@``v<J68:U6665QQO@``v<J68<U666 DQQO@``v<LQO@``v< EQQO@``v<M8@6UH66 CQQOJO8:8J68:U666 :>QQOJO8:8J68<U666 :=QQOJO8:8LQOJO8:8 :?QQOJO<68J68:U666 :AQQOJO<68J68<U666 :BQQOJO<68LQOJO<68 :@QQOJOF8J68:U666 :FQQOJO>F8J68<U666 :GQQOJO>F8LQOJO>F8 :EQQOJ`OD8J68:U666 :;QQOJ`OD8J68<U666 ::L8LSs@J>L6 7QS@J>:L8LSv@J>L6 8QS@J@66 QS@JBBL8J68:`666 AQS@JBBL8J68<`666 BQS@JBBL8L6JD8B66 : QS@JBBL8LS@JBB66 CQS@JBBL8LSs@JBL6 @QS@JBBL8LSv@JBL6 DQS@JDBL8J68:`666 FQS@JDBL8J68<`666 EQS@JDBL8L6JD8D66 GQS@JDBL8LS@JDB66 HQS@JDBL8LSs@JDL6 IQS@JDBL8LSv@JDL6 JQS@JFBL8J68:`666 MQS@JFBL8J68<`666 KQS@JFBL8L6JD8H66 LQS@JFBL8LS@JFB66 PQS@JFBL8LSs@JFL6 OQS@JFBL8LSv@JFL6 NQS@JJBL8J68:`666 /QS@JJBL8J68<`666 0QS@JJBL8L6JD8M66 QQS@JJBL8LS@JJB66 2QS@JJBL8LSs@JJL6 3QS@JJBL8LSv@JJL6 1QS@JLJL8J68:`666 7QS@JLJL8J68<`666 9QS@JLJL8L6JD8Q66 8QS@JLJL8LS@JLJ66 4QS@JLJL8LSs@JLL6 5QS@JLJL8LSv@JLL6 6QS@JLm8>J68:`666 QS@JLm8>J68<`666 LVALz){\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Enderroc d\'92elements de fusteria, amb c\'e0rrega manual sobre cami\'f3 o contenidor.\par S'han considerat els seg\'fcents elements:\par - Arrencada de fulla i bastiment\par - Desmuntatge de persiana de llibret\par - Desmuntatge de fulla, bastiment i accessoris\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Arrencada o desmuntatge de l'element amb els mitjans adients\par - Trossejament i apilada de l'element arrencat\par - Aplec dels elements desmuntats\par - C\'e0rrega dels elements arrencats sobre el cami\'f3\par CONDICIONS GENERALS:\par Els materials arrencats han de quedar suficientment trossejats i apilats per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposin i de les condicions de transport.\par Quan s\'92apreci\'ef alguna anomalia, es notificar\'e0 immediatament a la DF.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'ha de seguir l'ordre de treballs previst a la DT.\par No s\'92ha de depositar runa sobre les bastides.\par No s\'92acumular\'e0 runa en tanques, murs i suports propis que hagin de mantenir-se a peu dret o en edificacions i elements aliens a l\'92enderroc.\par No s\'92acumular\'e0 runa amb un pes superior als 100 kg/m2 damunt de sostres, encara que estiguin en bon estat.\par Si l\'92arrencada o desmuntatge solsament afecta a la fusteria i al bastiment, no s\'92ha de malmetre el forat d\'92obra de l\'92element que s\'92arrenca.\par Quan s\'92arrenqui la fusteria en plantes infLVAL*eriors a la que s\'92est\'e0 enderrocant, no s\'92afectar\'e0 l\'92estabilitat de l\'92element estructural on estigui situada, i es disposaran, en les obertures que donin al buit, proteccions provisionals.\par Durant l'arrencada d\'92elements de fusta, s\'92arrencaran o doblegaran les puntes i claus.\par Els vidres es desmuntaran sense trossejar-los per que no puguin produir talls o lesions.\par Si s\'92arrenquen o desmunten elements de fusteria situats en un tancament exterior, l\'92edifici ha de quedar envoltat d\'92una tanca d\'92al\'e7\'e0ria >2 m, situada a una dist\'e0ncia de l\'92edifici i de la bastida > 1,5 m i convenientment senyalitzada.\par S\'92han de col\'b7locar proteccions com xarxes, lones, aix\'ed com una pantalla inclinada r\'edgida que sobresurti de la fa\'e7ana una dist\'e0ncia >2 m.\par En finalitzar la jornada, no han de romandre elements de les edificacions en estat inestable que el vent, les condicions atmosf\'e8riques o b\'e9 altres causes en puguin provocar l\'92enderroc.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par DESMUNTATGE:\par Durant el proc\'e9s de desmuntatge no s'han de malmetre els elements a reutilitzar.\par Si en el conjunt de peces a desmuntar hi hagu\'e9ssin elements m\'f2bils (finestrons, paravents, etc,), aquests s'han d'immobilitzar.\par Es disposar\'e0 d'una superf\'edcie ampla i arrecerada per l'aplec del material a reutilitzar.\par S'evitaran les caigudes o cops subjectant els elements que s'hagin de desmuntar amb eslingues suaus i fent-les descendir amb politges.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'element realment arrencat o desmuntat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normaLVALtiva de compliment obligatori.\par\pard\par }LVALB,{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Excavacions amb finalitats diverses, que tenen com a resultat el rebaix del terreny.\par S'han considerat els tipus seg\'fcents:\par - Neteja i esbrossada del terreny\par - Excavaci\'f3 per a buidada de soterrani\par - Excavaci\'f3 per m\'e8todes arqueol\'f2gics\par - Excavaci\'f3 de roca a cel obert amb morter expansiu\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Excavaci\'f3 per esplanaci\'f3, buidat de soterrani o caixa de paviment:\par - Preparaci\'f3 de la zona de treball\par - Situaci\'f3 dels punts topogr\'e0fics\par - Excavaci\'f3 de les terres\par - C\'e0rrega de les terres sobre cami\'f3 o contenidor, en el seu cas\par Neteja i esbrossada del terreny:\par - Preparaci\'f3 de la zona de treball\par - Situaci\'f3 dels punts topogr\'e0fics\par - Protecci\'f3 dels elements que s\'92han de conservar\par - Retirada de la capa superficial del terreny (10-15 cm) amb la vegetaci\'f3 i la brossa\par - C\'e0rrega dels materials sobre cami\'f3\par Excavaci\'f3 per m\'e8todes arqueol\'f2gics:\par - Preparaci\'f3 de la zona de treball\par - Situaci\'f3 de les refer\'e8ncies topogr\'e0fiques externes\par - Excavaci\'f3 manual per nivells\par - Passar pel sed\'e0s la terra excavada i classificar les restes\par - Aixecament de croquis i fotografies dels elements d\'92inter\'e8s apareguts\par Excavaci\'f3 de roca amb morter expansiu:\par - Preparaci\'f3 de la zona de treball\par - Situaci\'f3 de les refer\'e8ncies topogr\'e0fiques externes\par - Perforaci\'f3 de la roca d'acord amb un pla de treball preestablert\parLVAL1 - Introducci\'f3 del morter a les perforacions\par - Trossejat de les restes amb martell trencador\par - C\'e0rrega de la runa sobre cami\'f3 o contenidor\par CONDICIONS GENERALS:\par Es considera terreny fluix, el capa\'e7 de ser foradat amb pala, que t\'e9 un assaig SPT < 20.\par Es considera terreny compacte, el capa\'e7 de ser foradat amb pic (no amb pala), que t\'e9 un assaig SPT entre 20 i 50.\par Es considera terreny de tr\'e0nsit, el capa\'e7 de ser foradat amb m\'e0quina o escarificadora (no amb pic), que t\'e9 un assaig SPT > 50 sense rebot.\par Es considera terreny no classificat, des del capa\'e7 de ser foradat amb pala, que t\'e9 un assaig SPT < 20, fins al capa\'e7 de ser foradat amb m\'e0quina o escarificadora (no amb pic), que t\'e9 un assaig SPT > 50 sense rebot.\par Es considera roca la que pot ser foradada amb compressor (no amb m\'e0quina), que t\'e9 un rebot a l'assaig SPT.\par NETEJA I ESBROSSADA DEL TERRENY:\par S\'92ha de retirar la capa superficial del terreny i qualsevol material existent (brossa, arrels, runa, escombraries, etc.), que puguin destorbar el desenvolupament de treballs posteriors.\par L'\'e0mbit d'actuaci\'f3 ha de quedar limitat pel sector de terreny destinat a l'edificaci\'f3 i la zona influenciada pel proc\'e9s de l'obra.\par S'ha de deixar una superf\'edcie adequada per al desenvolupament dels treballs posteriors, lliure d'arbres, de plantes, de deixalles i d'altres elements existents, sense fer malb\'e9 les construccions, els arbres, etc., que s'han de conservar.\par Els forats existents i els que resultin de les operacions d'esbrossada (extracci\'f3 d'arrels, etc.), han de quedar reblerts amb les terres de la mateixa qualitat que el s\'f2l i amb el mateix grau de compactaci\'f3.\par S'han de conservar en zona a part les terres o els elements que la DF determini.\par S'han de traslladar a un abocador autoritzat tots els materials que la DF no hagi acceptat com a \'fatils.\par EXCAVACINS PER A ESPLANACI\'d3, REBAIX DEL TERRENY O BUIDAT DE SOTERRANI:\par L'eLVALN.{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Enderroc de parets interiors, de tancament i envans, amb mitjans manuals i c\'e0rrega manual i mec\'e0nica sobre cami\'f3 o contenidor.\par S'han considerat els seg\'fcents materials i mitjans de demolici\'f3:\par - Paret d\'92obra de f\'e0brica de cer\'e0mica \par - Envans i paredons d\'92obra de cer\'e0mica \par - Plaques de formig\'f3 prefabricades de 24 cm de gruix\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Enderroc de l'element amb els mitjans adients\par - Trossejament i apilada de la runa\par - C\'e0rrega de la runa sobre el cami\'f3\par CONDICIONS GENERALS:\par L\'92edifici ha de quedar tancat per una tanca d\'92al\'e7\'e0ria superior a 2 m, situada a una distancia superior a 1,5 m de l\'92edifici i de la bastida i convenientment senyalitzada.\par S\'92han de col\'b7locar proteccions com xarxes, lones, aix\'ed com una pantalla inclinada r\'edgida que sobresurti de la fa\'e7ana una distancia de 2 m com a m\'ednim.\par En el cas de que hi hagi materials combustibles es disposar\'e0, com a m\'ednim, d\'92un extintor manual contra incendis.\par Si durant l\'92enderroc es detecten esquerdes en les edificacions ve\'efnes, s\'92han de col\'b7locar testimonis per a observar els possibles efectes de l\'92enderroc i dur a terme l\'92apuntalament en cas necessari.\par Els materials han de quedar suficientment trossejats i apilats amb la finalitat de facilitar la seva c\'e0rrega, en funci\'f3 dels mitjans de que es disposi i de les condicions de transport.\par Un coLVAL/p acabades les tasques d\'92enderroc, la base ha de quedar neta de restes de material.\par Al acabar l\'92enderroc es far\'e0 una revisi\'f3 general de les parts que hagin de quedar dretes i de les edificacions ve\'efnes per a observar les lesions que hagin pogut sortir.\par Mentre es du a terme la consolidaci\'f3 definitiva es conservaran les contencions, els apuntalaments, les bastides i les tanques.\par Quan s\'92apreci\'ef alguna anomalia en els elements col\'b7locats o en el seu funcionament, es notificar\'e0 immediatament a la DF.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par S'ha de seguir l'ordre de treballs previst a la DT.\par S'ha de demolir en general, en ordre invers al que es va seguir per a la seva construcci\'f3.\par La runa s'ha d'abocar cap a l'interior del recinte, sense que es produeixin pressions perilloses sobre l'estructura per acumulaci\'f3 de material.\par No es depositar\'e0 runa damunt de les bastides.\par No s\'92acumular\'e0 runa en tanques, murs i suports propis que hagin de mantenir-se a peu dret o en edificacions i elements aliens a l\'92enderroc.\par No s\'92acumular\'e0 runa amb un pes superior als 100 kg/m2 damunt de sostres, encara que estiguin en bon estat.\par En finalitzar la jornada, no han de romandre elements de les edificacions en estat inestable que el vent, les condicions atmosf\'e8riques o b\'e9 altres causes en puguin provocar l\'92enderroc.\par Es protegiran de la pluja, mitjan\'e7ant lones o pl\'e0stics, les zones que puguin ser afectades per l\'92aigua.\par La part per a enderrocar no ha de tenir instal\'b7lacions en servei (aigua, gas, electricitat, etc.).\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par En cas d'imprevistos (terrenys inundats, olors de gas, etc.) o quan l'enderrocament pugui afectar les coLVAL0nstruccions ve\'efnes, s'han de suspendre les obres i avisar a la DF.\par S'ha d'evitar la formaci\'f3 de pols, pel que cal regar les parts que s'hagin de demolir i carregar.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par S'ha de trossejar la runa per tal de facilitar-ne la c\'e0rrega amb mitjans manuals.\par PARET DE 12 A 35 CM DE GRUIX:\par S\'92han de contrarestar i anul\'b7lar les components horitzontals d\'92arcs i voltes.\par Si es preveuen despla\'e7aments laterals de l'element, cal apuntalar-lo per tal d'evitar-ne l\'92esfondrament.\par Si les parets s\'f3n de tancament, s\'92enderrocaran les que no s\'f3n estructurals despr\'e9s d\'92haver enderrocat el sostre superior i abans d\'92enderrocar les bigues i pilars del nivell en el qual es treballa.\par Les agulles i els arcs de les obertures no es trauran fins haver alleugerit la c\'e0rrega que hi ha al seu damunt.\par Abans d\'92enderrocar els arcs, s\'92han d\'92equilibrar les empentes laterals i s\'92apuntalaran sense tallar els tirants fins el seu enderroc.\par En acabar la jornada, no es deixaran sense travar murs d\'92al\'e7\'e0ria superior a set vegades el seu gruix.\par ENVANS I PAREDONS:\par S\'92han d\'92enderrocar de dalt a baix, en cada planta, abans d\'92enderrocar el sostre superior.\par Si el sostre superior hagu\'e9s cedit, no es trauran els envans sense apuntalar pr\'e8viament el sostre.\par PLAQUES DE FORMIG\'d3 PREFABRICADES:\par S\'92enderrocaran un nivell per sota del que s\'92est\'e0 enderrocant, despr\'e9s de treure els vidres.\par Es podr\'e0 desmuntar la totalitat dels tancaments prefabricats quan no es debilitin els elements estructurals, disposant-se en aquest cas, proteccions provisionals en les obertures.\par Les plaques s\'92han de tallar en bandes paral\'b7leles a l\'92armadura principal, de pes no m\'e9s gran  LVAL a l\'92adm\'e8s per la grua.\par Si es preveuen despla\'e7aments laterals de l'element, cal apuntalar-lo per tal d'evitar-ne l\'92esfondrament.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ENDERROC D\'92ELEMENT DE TANCAMENT O DIVISORI:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par ENDERROC PUNTUAL:\par unitat mesurada segons especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *Orden de 10 de febrero de 1975 por la que se aprueba la Norma Tecnol\'f3gica de la Edificaci\'f3n: NTE-ADD/1975 Acondicionamiento del terreno. Desmontes. Demoliciones\par\pard\par }LVAL3xcavaci\'f3 per a caixes de paviments s'aplica en superf\'edcies petites o mitjanes i amb una profunditat exactament definida, amb lleugeres dificultats de maniobra de m\'e0quines o camions.\par S'ent\'e9n que el rebaix es fa en superf\'edcies mitjanes o grans, sense problemes de maniobrabilitat de m\'e0quines o de camions.\par S'ent\'e9n que la buidada de soterrani es fa en terrenys amb dos o m\'e9s costats fixos on \'e9s possible la maniobrabilitat de m\'e0quines o de camions sense gran dificultat.\par El fons de l'excavaci\'f3 s'ha de deixar pla, anivellat o amb la inclinaci\'f3 prevista.\par S'han de deixar els talussos perimetrals que fixi la DF.\par L'aportaci\'f3 de terres per a correccions del nivell ha de ser m\'ednima, de la mateixa terra existent i amb la mateixa compacitat.\par La qualitat del terreny al fons de l'excavaci\'f3 requereix l'aprovaci\'f3 expl\'edcita de la DF.\par Les terres que determini la DF s'han de conservar en una zona a part. La resta s'ha de transportar a un abocador autoritzat.\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig: \'b1 100 mm\par - Nivells: + 10 mm, - 50 mm\par - Planor: \'b1 40 mm/m\par - Angle del tal\'fas: \'b1 2\'b0\par EXCAVACIO PER M\'c8TODES ARQUEOL\'d2GICS:\par S'han de conservar tots els elements constructius o restes dels mateixos que indiqui el programa d'actuacions arqueol\'f3giques, i els que, durant el proc\'e9s d'excavaci\'f3, determini el director de les excavacions arqueol\'f3giques.\par S'han de deixar els talussos perimetrals que fixi la DF.\par Cal confeccionar una mem\'f2ria amb una descripci\'f3 de les feines fetes amb les seg\'fcents dades com a m\'ednim:\par - Registre estratigr\'e0fic \'edntegre de les restes excavades\par - El registre gr\'e0fic tant de les estructures com de la seq\'fc\'e8ncia estratigr\'e0fica del jaciment, amb indicaci\'f3 de les cotes de fond\'e0ria, que s\'92han d\'92especificar en relaci\'f3 a una cota zero determinada respecte el nivell del mar\par - El siglatge del material arqueol\'f2gic moble.\parLVAL-J" K ] ]  ȋdǒŤKsAmTauler aglomerat de fibres de fusta i resines sinttiques Tauler aglomerat de fibres de fusta i resines sinttiques d'alta densitat, sense revestir, hidrfug, de 19 mm de gruixCorr vibratori autopropulsat, de 8 a 10 tAccessori genric per a tub de PVC de D=160 mmElement de muntatge per a tub de PVC de D=160 mmPic vibrant amb placa de 30x33 cmBastiment de base per a vidriera Al.2, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Morter per a ram de paleta, classe M 7,5 (7,5 N/mm2), a granel, de designaci (G) segons norma UNE-EN 998-2Ma calat, de 290x140x75 mm, cares vistes, categoria I, HD, segons la norma UNE-EN 771-1Mesclador continu amb sitja per a morter preparat a granelClau d'acer galvanitzat de 3x50 mm, amb junt de plomPea per a minvell de planxa d'acer galvanitzat de 0,7 mm de gruix, de 40 cm de desenvolupament, com a mxim, amb 3 plecsMorter de ciment prtland amb filler calcari CEM II/B-L i sorra de pedra grantica amb 200 kg/m3 de ciment, amb una proporci en volum 1:8 i 2 N/mm2 de resistncia a compressi, elaborat a l'obra amb formigonera de 165 lMorter mixt de ciment prtland amb filler calcari CEM II/B-L, cal i sorra de pedra grantica amb 380 kg/m3 de ciment, amb una proporci en volum 1:0,5:4 i 10 N/mm2 de resistncia a compressi, elaborat a l'obra amb formigonera de 165 lBloc de morter de ciment, foradat, llis, de 400x200x200 mm, per a revestir, categoria I, segons norma UNE-EN 771-3Planxa de poliestir extrut (XPS) UNE-EN 13164 de 60 mm de gruix i resistncia a compressi >= 300 kPa, resistncia trmica >= 2,15 m2K/W, amb la superfcie llisa i amb cantell mitjamossaOxiasfalt en sacs tipus OA 90/40 d'aplicaci en calentLmina de betum modificat no protegida LBM (SBS) 24-FP amb armadura de feltre de polister de 130 g/m2Palet de riera de dimetre 16 a 32 mmFormig cel.lular sense granulat, de densitat 300 kg/m3Morter de ciment prtland amb filler calcari CEM II/B-L i sorra de pedra grantica amb 250 kg/m3 de ciment, amb una proporci en volum 1:6 i 5 N/mm2 de resistncia a compressi, elaborat a l'obra amb formigonera de 165 lTotxana de 290x140x100 mm, categoria I, LD, segons la norma UNE-EN 771-1Lmina de betum modificat amb autoprotecci mineral LBM (SBS) 40/G-FP amb armadura de feltre de polister de 130 g/m2 i acabat de color estndardTac qumic de dimetre 12 mm, amb cargol, volandera i femellaLinia de vida sistema travspring o equivalent formada per conjunt d'ancoratges d'extrem amb anella rpida, absorvidor d'energia tot d'acer inoxidable, suport intermig d'cuproalumi,i cable fiador d'acer galvanitzat de d.8 mm.Bunera de goma termoplstica, de 100 mm de dimetre, amb tapa antigrava metl.licaTub de coure R250 (semidur) de 54 mm de dimetre nominal i de gruix 1,5 mm, segons la norma UNE-EN 1057Geotxtil format per feltre de polipropil no teixit, lligat mecnicament de 140 a 190 g/m2Formig HA-25/B/20/IIa de consistncia tova, grandria mxima del granulat 20 mm, amb >= 275 kg/m3 de ciment, apte per a classe d'exposici IIaPlanxa de poliestir expandit elastificat de 10 mm de gruixMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 cm D: 4 - 4 mm B 500 T 6 x 2,2 m, segons UNE 36092Malla electrosoldada de barres corrugades d'acer ME 30x15 cm, D:4-4 mm, B 500 T, 6x2,2 m, segons UNE 36092Planxa de poliestir extrut (XPS) UNE-EN 13164 de 40 mm de gruix i resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, amb la superfcie llisa i amb cantell encadellatPala carregadora mitjana sobre pneumtics, de 117 kWCompressor amb dos martells pneumticsEquip i elements auxiliars per a tall oxiacetilnicTalladora amb disc de carborndumLVAL4 - El reportatge fotogr\'e0fic en blanc/negre i diapositiva color dels aspectes generals i dels detalls significatius del jaciment\par - An\'e0lisi de mostres de terres o d\'92altres elements per analitzar, si s\'92escau\par Cal que el material arqueol\'f2gic moble trobat estigui net i siglat.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par No s'ha de treballar quan plou, neva o fa vent superior als 60 km/h.\par En cas d'imprevistos (terrenys inundats, olors de gas, restes de construccions, etc.) s'han de suspendre els treballs i avisar la DF.\par Si cal fer rampes per accedir a la zona de treball, han de tenir les caracter\'edstiques seg\'fcents:\par - Ampl\'e0ria: >= 4,5 m\par - Pendent:\par - Trams rectes: <= 12%\par - Corbes: <= 8%\par - Trams abans de sortir a la via de llarg\'e0ria >= 6 m: <= 6%\par - El tal\'fas ha de ser fixat per la DF.\par EXCAVACINS PER A ESPLANACI\'d3, REBAIX DEL TERRENY O BUIDAT DE SOTERRANI:\par Les terres s'han d'extreure de dalt a baix, sense soscavar-les.\par No s'han d'acumular terres o materials a la vora de l'excavaci\'f3.\par S'han d'extreure les terres o els materials amb perill de desprendiment.\par S'ha d'impedir l'entrada d'aig\'fces superficials. Cal preveure un sistema de desgu\'e0s a fi d'evitar l'acumulaci\'f3 d'aigua dins de l'excavaci\'f3.\par EXCAVACI\'d3 PER A BUIDADA DE SOTERRANI:\par No s'ha de treballar simult\'e0niament en zones superposades.\par S'ha de fer per franges horitzontals, d'al\'e7\'e0ria no superior a 3 m.\par EXCAVACIO PER M\'c8TODES ARQUEOL\'d2GICS:\par En tot moment s'ha de garantir l'estabilitat dels talussos i de les restes constructives especialment si es treballa a la seva base.\par EXCAVACI\'d3 AMB MORTER EXPANSIU:\par Cal fer un programa de les perforacions i del proc\'e9s del reblert amb morter i extracci\'f3 de la roca.\par En fer les perforacions, cal verificar que no es produeixen danys a estructures properes. Si es don\'e9s aquest cas, cal evitar l'\'fas de barrines pe0LVAL@rcussores i fer els forats exclusivament per rotaci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par NETEJA I ESBROSSADA:\par m2 de superf\'edcie realment executada, amidada segons les especificacions de la DT.\par No inclou la tala d'arbres.\par EXCAVACI\'d3:\par m3 de volum excavat segons les especificacions de la DT, amidat com a difer\'e8ncia entre els perfils transversals del terreny aixecats abans de comen\'e7ar les obres i els perfils te\'f2rics assenyalats als pl\'e0nols, amb les modificacions aprovades per la DF.\par No s'ha d'abonar l'exc\'e9s d'excavaci\'f3 que s'hagi produ\'eft sense l'autoritzaci\'f3 de la DF, ni la c\'e0rrega i el transport del material ni els treballs que calguin per a reomplir-lo.\par Inclou la c\'e0rrega, allisada de talussos, esgotaments per pluja o inundaci\'f3 i quantes operacions faci falta per a una correcta execuci\'f3 de les obres.\par Tamb\'e9 estan inclosos en el preu el manteniment dels camins de comunicaci\'f3 entre el desmunt i les zones on han d'anar les terres, la seva creaci\'f3, i la seva eliminaci\'f3, si s'escau.\par Tan sols s'han d'abonar els esllavissaments no provocats, sempre que s'hagin observat totes les prescripcions relatives a excavacions, entibacions i voladures.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural de cimientos DB-SE-C.\par\pard\par }LVALnt obligatori.\par\pard\par }LVALS ,7{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Enderroc o desmuntatge d'elements estructurals, amb mitjans mec\'e0nics, amb c\'e0rrega manual i mec\'e0nica sobre cami\'f3.\par L'enderroc i l'arrencada, pressuposen que el material resultant no te cap utilitat i ser\'e0 transportat a un abocador.\par El desmuntatge pressuposa que part o tot el material resultant tindr\'e0 una utilitat posterior, i ha de ser netejat, classificat, identificat amb marques que siguin reconeixibles amb posterioritat, i, si cal, croquitzada la seva posici\'f3 original.\par S'han considerat els tipus seg\'fcents:\par - Ma\'e7oneria\par - Obra cer\'e0mica\par - Formig\'f3 en massa\par - Formig\'f3 armat\par - Fusta\par - Fosa\par - Acer\par - Morter\par Determinaci\'f3 del grau de dificultat d\'92intervenci\'f3 a les unitats d\'92obra on intervenen restauradors:\par - Valorar de 0 a 3 els seg\'fcents aspectes:\par - Degradaci\'f3 de l\'92element a tractar\par - Resist\'e8ncia al tractament\par - Dificultat d\'92acc\'e9s a l\'92element a tractar\par - Sumar aquests factors i assignar el grau de dificultat amb el seg\'fcent criteri:\par - Suma 0 a 3: Grau de dificultat baix\par - Suma 4 a 6: Grau de dificultat mitj\'e0\par - Suma 7 a 9: Grau de dificultat alt\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Enderrocs:\par - Preparaci\'f3 de la zona de treball\par - Enderroc de l'element amb els mitjans adients\par - Tall d'armadures i elements met\'e0l\'b7lics\par - Trossejament i apilada de la runa\par - C\'e0rrega de la runa sobre el cami\'f3\par DesmLVAL8untatges:\par - Preparaci\'f3 de la zona de treball\par - Numeraci\'f3 de les peces i croquis de las seva posici\'f3\par - Col\'b7locaci\'f3 de cindris o apuntalaments, si cal\par - Neteja de les peces i c\'e0rrega per al transport al lloc d'aplec\par - C\'e0rrega de la runa sobre el cami\'f3\par CONDICIONS GENERALS:\par Les restes de la demolici\'f3 han de quedar suficientment trossejades i apilades per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposi i de les condicions de transport.\par Els materials han de quedar apilats i emmagatzemats en funci\'f3 de l'\'fas a que es destinin (transport a abocador, reutilitzaci\'f3, eliminaci\'f3 en obra, etc.).\par DESMUNTATGE:\par El material ha de ser classsificat i identificada la seva situaci\'f3 original.\par El material ha d'estar emmagatzemat en condicions adients, per tal que no es faci malb\'e9. Les pedres amb treballs escult\'f2rics i els carreus han d'estar separats entre s\'ed, i del terra per elements de fusta.\par Les estructures de fusta han d'estar protegides de la pluja, el sol i les humitats. Han d'estar separades del terra.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par S'ha de seguir l'ordre de treballs previst a la DT.\par El contractista ha d'elaborar un programa de treball que ha de ser aprovat per la DF abans d'iniciar els treballs, on s'ha d'especificar, com a m\'ednim:\par - M\'e8tode d'enderroc i fases\par - Estabilitat de les construccions en cada fase, apuntalaments necessaris\par - Estabilitat i protecci\'f3 de les construccions i elements de l'entorn i els que s'han de conservar\par - Manteniment i substituci\'f3 provisional dels serveis afectats per els treballs\par - Mitjans d'evacuaci\'f3 i especificaci\'f3 de les zones d'abocament dels productes d'enderroc\par - Cronograma dels treballs\par - Pautes de control i mesures de seguretat i salut\par S'ha de demolir en general, en ordre invers al que es va seguir per a lLVAL9a seva construcci\'f3.\par S'ha de demolir de dalt a baix, per tongades horitzontals, de manera que la demolici\'f3 es faci pr\'e0cticament al mateix nivell.\par Els elements no estructurals (revestiments, divisions, tancaments, etc.), s'han de demolir abans que els elements resistents als que estiguin units, sense afectar la seva estabilitat.\par L'element per a enderrocar no ha d'estar sotm\'e8s a l'acci\'f3 d'elements estructurals que li transmetin c\'e0rregues.\par Cal verificar en tot moment l\'92estabilitat dels elements que no es demoleixen.\par La part per a enderrocar no ha de tenir instal\'b7lacions en servei (aigua, gas, electricitat, etc.).\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par La zona afectada per les obres ha de quedar convenientment senyalitzada.\par S'han de senyalar els elements que hagin de conservar-se intactes, segons s'indiqui en la DT o, en el seu defecte, per la DF.\par L'execuci\'f3 dels treballs no han de produir desperfectes, mol\'e8sties o perjudicar les construccions, bens o persones de l'entorn.\par S'ha d'evitar la formaci\'f3 de pols, pel que cal regar les parts que s'hagin de demolir i carregar.\par Durant els treballs es permet que l'operari treballi sobre l'element, si la seva ampl\'e0ria \'e9s > 35 cm i la seva al\'e7\'e0ria \'e9s <= 2 m.\par En acabar la jornada no s'han de deixar trams d'obra amb perill d'inestabilitat.\par Si es preveuen despla\'e7aments laterals de l'element, cal apuntalar-lo i protegir-lo per tal d'evitar-ne l'esfondrament.\par No s'han de deixar elements en voladiu sense apuntalar.\par En cas d'imprevistos (terrenys inundats, olors de gas, etc.) o quan l'enderrocament pugui afectar les construccions ve\'efnes, s'han de suspendre les obres i avisar a la DF.\par La runa s'ha d'abocar cap a l'interior del recinte, sense que es produeixin pressions perilloses sobre l'estructura per acumulaci\'f3 de material.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necesNLVAL^s\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par S'ha de complir la normativa vigent en mat\'e8ria mediambiental, de seguretat i salut i d'emmagatzematge i transport de productes de construcci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ENDERROC D\'92EDIFICACIONS:\par m3 de volum realment enderrocat, amidat com a difer\'e8ncia entre els perfils aixecats abans de comen\'e7ar l'enderroc i els aixecats al finalitzar l'enderroc, aprovats per la DF.\par ENDERROC O DESMUNTATGE DE BIGA, BIGUETA O PILAR DE PEDRA, MA\'d3, FORMIG\'d3 O FOSA, ENDERROC DE MURS, DESMUNTATGE DE MUR DE CARREUS, D'ARCS DE PEDRA, DE LLINDA DE PEDRA, ENDERROC DE REBLERT DE VOLTES O DESMUNTATGE DE CARREUS ORNAMENTALS:\par m3 de volum realment executat amidat segons les especificacions de la DT.\par ENDERROC O DESMUNTATGE D'ELEMENT ESTRUCTURAL DE FUSTA, LLINDA DE F\'c0BRICA CER\'c0MICA, DESMUNTATGE D'ELEMENT LINIAL AMB MOTLLURA DE PEDRA O ARC NERVAT DE PEDRA:\par m de llarg\'e0ria realment executat amidat d'acord amb les indicacions de la DT.\par ENDERROC O DESMUNTATGE DE MUR D'ENTRAMAT DE PAREDAT I FUSTA, ENDERROC DE SOSTRE, DE VOLTA CER\'c0MICA, ENDERROC DE REBLERT D'ENTREBIGAT, LLOSANA VOLADA, D'ESCALA, DESMUNTATGE DE VOLTA DE CARREUS, DESMUNTATGE DE TRACERIES O D'ARCS AMB TRACERIES I OBERTURA DE FINESTRES TAPIADES:\par m2 de superf\'edcie realment executada, amidada segons les especificacions de la DT.\par DESMUNTATGE D'ENCAVALLADA:\par m2 de superf\'edcie determinada pel per\'edmetre de l'encavallada.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *Orden de 10 de febrero de 1975 por la que se aprueba la Norma Tecnol\'f3gica de la Edificaci\'f3n: NTE-ADD/1975 Acondicionamiento del terreno. Desmontes. Demoliciones\par\pard\par }LVALb(;{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Productes en pols preparats b\'e0sicament amb pedra de guix, i eventualment addicions per a modificar les caracter\'edstiques d'adormiment, resist\'e8ncia, adher\'e8ncia, retenci\'f3 d'aigua, densitat o altres.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar homologat d'acord amb el RD 1312/1986 o disposar d'una certificaci\'f3 de conformitat a normes segons l'ordre 14-1-1991.\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par S'ha de poder utilitzar directament, pastant-los amb aigua.\par No ha de tenir grumolls ni principis d'aglomeraci\'f3.\par Caracter\'edstiques qu\'edmiques:\par +-----------------------------------------------+\par \'a6 Caracter\'edstiques \'a6 TIPUS \'a6\par \'a6 \'a6---------------------------\'a6\par \'a6 qu\'edmiques \'a6 YG \'a6 YF \'a6 E-30 \'a6\par \'a6-------------------\'a6--------\'a6--------\'a6---------\'a6\par \'a6 Aigua combinada \'a6 <= 6% \'a6 <= 6% \'a6 <= 7% \'a6\par \'a6-------------------\'a6--------\'a6--------\'a6---------\'a6\par LVAL<\'a6 \'cdndex de puresa \'a6 \'a6 \'a6 \'a6\par \'a6 (contingut te\'f2ric \'a6 >= 75% \'a6 >= 80% \'a6 >= 90% \'a6\par \'a6 total en sulfat \'a6 \'a6 \'a6 \'a6\par \'a6 de cal\'e7 i aigua) \'a6 \'a6 \'a6 \'a6\par \'a6-------------------\'a6--------\'a6--------\'a6---------\'a6\par \'a6 Sulfat c\'e0lcic \'a6 - \'a6 - \'a6 >= 85% \'a6\par \'a6 semihidratat \'a6 \'a6 \'a6 \'a6\par \'a6-------------------\'a6--------\'a6--------\'a6---------\'a6\par \'a6 pH \'a6 >= 6 \'a6 >= 6 \'a6 >= 6 \'a6\par +-----------------------------------------------+\par Finura de la m\'f2lta:\par +-------------------------------------------+\par \'a6 FINURA DE \'a6 TIPUS \'a6\par \'a6 \'a6---------------------------\'a6\par \'a6 LA M\'d2LTA \'a6 YG \'a6 YF \'a6 E-30 \'a6\par \'a6---------------\'a6--------\'a6--------\'a6---------\'a6\par \'a6 Rotaci\'f3 tam\'eds \'a6 - \'a6 - \'a6 <= 0% \'a6\par \'a6 0,8 UNE 7-050 \'a6 \'a6 \'a6 \'a6\par \'a6---------------\'a6--------\'a6--------\'a6---------\'a6\par \'a6 Rotaci\'f3 tam\'eds \'a6 <= 50% \'a6<= 15% \'a6= 5% \'a6\par \'a6 0,2 UNE 7-050 \'a6 \'a6 \'a6 \'a6\par +-------------------------------------------+\par Resist\'e8ncia mec\'e0nica a flexotracci\'f3:\par - Guix YG: >= 2,0 N/mm2\par - Guix YF: >= 2,5 N/mm2\par - Escaiola E-30 o E-30/L: >= 3,0 N/mm2\par Temps en passar d'estat l\'edquid a pl\'e0stic:\par - Guix YG, YF, escaiola E-30: <= 8 minuts\par - Escaiola E-30/L: <= 20 minuts\par Duraci\'f3 de l'estat pl\'e0stic:\par - Guix YG, YF, escaiola E-30: >= 10 minuts\par - Escaiola E-30/L: >= 30 minuts\par Les caracter\'edstiques anteriors s'han de determinar d'acord amb all\'f2 que es descriu en la RY-85.\par ADHESIUS A BASE DE GUIX PER A PLAQUES DE GUIX LAMINAT I TRANSFORMATS DE PLAQUES DE GUIX LAMINAT:\par Els adhesius a bLVAL=ase de guix per a la fixaci\'f3 de les plaques de guix laminat o els transformats de plaques de guix laminat s\'92han de designar de la seg\'fcent manera:\par - Mitjan\'e7ant l\'92expressi\'f3 \'93adhesivo a base de yeso para transformados de placas de yeso laminado con aislamiento t\'e9rmico/ac\'fastico o placas de yeso laminado\'94\par - Refer\'e8ncia a la norma EN 14496\par Els adhesius a base de guix per a la fixaci\'f3 de les plaques de guix laminat o els transformats de plaques de guix laminat han d\'92anar marcats de manera clara e indeleble, ja sigui sobre la pr\'f2pia placa, o b\'e9 sobre l\'92embalatge, l\'92albar\'e0 o el certificat subministrat amb el producte amb les seg\'fcents indicacions:\par - Refer\'e8ncia a la norma europea EN 14496\par - Nom, marca comercial o altres mitjans d\'92identificaci\'f3 del fabricant\par - Data de fabricaci\'f3 i/o data de caducitat\par - Identificaci\'f3 del producte segons el sistema de designaci\'f3 esmentat anteriorment\par - Ha de portar, en lloc visible, el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: en sacs, de manera que no s'alterin les seves caracter\'edstiques.\par Al sac hi ha de figurar les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Designaci\'f3 d'acord amb la norma RY-85\par - Pes net\par ADHESIUS A BASE DE GUIX PER A PLAQUES DE GUIX LAMINAT I TRANSFORMATS DE PLAQUES DE GUIX LAMINAT:\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par +---------------------------------------------------------------------------------+\par \'a6 Producte \'a6 \'das previst \'a6 Caracter\'edstiques \'a6 Sistema \'a6\par \'a6------------------------------------------------------------LVAL>---------------------\'a6\par \'a6 Adhesius a \'a6 En tots els usos subjectes a espe- \'a6 Reacci\'f3 al foc \'a6 3/4 \'a6\par \'a6base de guix\'a6 cificacions de reacci\'f3 al foc \'a6-------------------------------\'a6\par \'a6 p/plaques \'a6 \'a6 Altres \'a6 4 \'a6\par \'a6guix laminat\'a6--------------------------------------------------------------------\'a6\par \'a6i transform.\'a6 Per a situacions i usos no mencio- \'a6 \'a6 \'a6\par \'a6plaques guix\'a6 nats anteriorment \'a6 Tots \'a6 4 \'a6\par \'a6 laminat \'a6 \'a6 \'a6 \'a6\par +---------------------------------------------------------------------------------+\par El s\'edmbol normalitzat del marcatge CE (segons la directiva 93/68/CE) s\'92ha d\'92estampar sobre l\'92embalatge de manera visible (o si no \'e9s possible, sobre o la documentaci\'f3 comercial que acompanya al producte) i ha d\'92anar acompanyat de la seg\'fcent informaci\'f3 com a m\'ednim:\par - Nom, logotip o adre\'e7a declarada del fabricant\par - Les dues \'faltimes xifres de l\'92any de la impressi\'f3 del marcatge\par - Refer\'e8ncia a la norma europea EN 14496\par - Descripci\'f3 del producte: nom gen\'e8ric, material, dimensions i \'fas previst\par - Informaci\'f3 sobre les caracter\'edstiques essencials que han de declarar-se de la seg\'fcent manera:\par - Valors declarats, i quan procedeixi, nivell o classe\par - Resist\'e8ncia a l\'92esfor\'e7 tallant\par - Reacci\'f3 al foc\par - Permeabilitat al vapor d\'92aigua\par - Resist\'e8ncia a flexi\'f3\par - Altres valors que de`penen del sistema i que ha de declarar el fabricant en la seva documentaci\'f3 sobre l\'92\'fas previst\par - Prestaci\'f3 No determinada (PND) per a aquelles caracter\'edstiques en les que sigui aplicable\par - Com alternativa la desib LVALr gnaci\'f3 normalitzada\par Emmagatzematge: En lloc sec, protegit de la intemp\'e8rie i sense contacte directe amb el terra, de manera que no s'alterin les seves condicions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Orden de 31 de mayo de 1985 por la que se aprueba el Pliego general de condiciones para la Recepci\'f3n de Yesos y escayolas en las obras de construcci\'f3n RY-85.\par ADHESIUS A BASE DE GUIX PER A PLAQUES DE GUIX LAMINAT I TRANSFORMATS DE PLAQUES DE GUIX LAMINAT:\par UNE-EN 14496:2006 Adhesivos a base de yeso para transformados de placa de yeso laminado con aislante t\'e9rmico/ac\'fastico y placas de yeso laminado. Definiciones, especificaciones y m\'e9todos de ensayo.\par\pard\par }LVAL :@{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Demolici\'f3 d'elements de vialitat, arrencada de paviments o soleres o desmuntatge de paviments.\par L'enderroc i l'arrencada, pressuposen que el material resultant no te cap utilitat i ser\'e0 transportat a un abocador.\par El desmuntatge pressuposa que part o tot el material resultant tindr\'e0 una utilitat posterior, i ha de ser netejat, classificat, identificat amb marques que siguin reconeixibles amb posterioritat, i, si cal, croquitzada la seva posici\'f3 original.\par S'han considerat els elements seg\'fcents:\par - Vorada col\'b7locada sobre terra o formig\'f3\par - Rigola de formig\'f3 o de panots col\'b7locats sobre formig\'f3\par - Paviment de formig\'f3, panots, llambordins o mescla bituminosa\par - Paviment de rajola cer\'e0mica, pedra natural, llambordins o c\'f2dols\par - Material sint\'e8tic i capa d'anivellaci\'f3\par - Terratzo i capa de sorra\par - Solera de formig\'f3\par - Esgla\'f3\par - Revestiment d'esgla\'f3\par - Recrescut de morter de ciment\par - S\'f2col de fusta, cer\'e0mic o de pedra\par Determinaci\'f3 del grau de dificultat d\'92intervenci\'f3 a les unitats d\'92obra on intervenen restauradors:\par - Valorar de 0 a 3 els seg\'fcents aspectes:\par - Degradaci\'f3 de l\'92element a tractar\par - Resist\'e8ncia al tractament\par - Dificultat d\'92acc\'e9s a l\'92element a tractar\par - Sumar aquests factors i assignar el grau de dificultat amb el seg\'fcent criteri:\par - Suma 0 a 3: Grau de dificultat baix\par - Suma 4 a 6: Grau de dificultat mitj\'e0\par - Suma 7 a 9: Grau LVALAde dificultat alt\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Enderrocs o arrencades:\par - Preparaci\'f3 de la zona de treball\par - Demolici\'f3 de l'element amb els mitjans adients\par - Trossejament i apilada de la runa\par - C\'e0rrega de runa sobre cami\'f3\par Desmuntatge:\par - Preparaci\'f3 de la zona de treball\par - Numeraci\'f3 de les peces i croquis de la seva posici\'f3, si cal\par - Desmuntatge per parts, i classificaci\'f3 del material\par - Neteja de les peces i c\'e0rrega per al transport al lloc d'aplec\par - C\'e0rrega i transport de la runa a l'abocador\par CONDICIONS GENERALS:\par Els materials han de quedar suficientment trossejats i apilats per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposin i de les condicions de transport.\par Els materials han de quedar apilats i emmagatzemats en funci\'f3 de l'\'fas a que es destinin (transport a abocador, reutilitzaci\'f3, eliminaci\'f3 en obra, etc.).\par Un cop acabats els treballs, la base ha de quedar neta de restes de material.\par DESMUNTATGE:\par El material ha d'estar classificat i identificada la seva situaci\'f3 original.\par El material ha d'estar emmagatzemat en condicions adients, per tal que no es faci malb\'e9.\par Les estructures de fusta han d'estar protegides de la pluja, el sol i les humitats. Han d'estar separades del terra.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par S'ha de seguir l'ordre de treballs previst a la DT.\par El contractista ha d'elaborar un programa de treball que ha de ser aprovat per la DF abans d'iniciar els treballs, on s'ha d'especificar, com a m\'ednim:\par - M\'e8tode d'enderroc i fases\par - Estabilitat de les construccions en cada fase, apuntalaments necessaris\par - Estabilitat i protecci\'f3 de les construccions i elements de l'entorn i els que s'han de conservar\par - Manteniment i substituci\'f3 provisional dels serveis afectats per els trebalLVALBls\par - Mitjans d'evacuaci\'f3 i especificaci\'f3 de les zones d'abocament dels productes d'enderroc\par - Cronograma dels treballs\par - Pautes de control i mesures de seguretat i salut\par La part per a enderrocar no ha de tenir instal\'b7lacions en servei (aigua, gas, electricitat, etc.).\par El paviment no ha de tenir conductes d\'92instal\'b7laci\'f3 en servei a la part per arrencar, s'han de desmuntar els aparells d\'92instal\'b7laci\'f3 i de mobiliari existents, aix\'ed com qualsevol element que pugui destorbar la feina.\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par La zona afectada per les obres ha de quedar convenientment senyalitzada.\par L'execuci\'f3 dels treballs no han de produir desperfectes, mol\'e8sties o perjudicar les construccions, bens o persones de l'entorn.\par S'ha d'evitar la formaci\'f3 de pols, pel que cal regar les parts que s'hagin de demolir i carregar.\par En cas d'imprevistos (terrenys inundats, olors de gas, etc.) o quan l'enderrocament pugui afectar les construccions ve\'efnes, s'han de suspendre les obres i avisar a la DF.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par Els materials d\'92aplec i posterior reaprofitament s\'92han de situar en una zona amplia i arrecerada.\par S'ha de complir la normativa vigent en mat\'e8ria mediambiental, de seguretat i salut i d'emmagatzematge i transport de productes de construcci\'f3.\par ARRENCADA DE PAVIMENTS SITUATS SOBRE SOSTRES:\par El paviment s'aixecar\'e0 abans de procedir a l'enderroc de l'element resistent en el qual est\'e0 col\'b7locat, sense afectar la capa de compressi\'f3 del sostre ni debilitar les voltes, bigues o biguetes.\par No es dipositar\'e0 runa damunt de les bastides.\par No s'acumular\'e0 runa en tanques, murs i suports pr\'f2pies que hagin de mLVALantenir-se dempeus o d'edificacions i elements aliens a l'enderroc.\par No s'acumular\'e0 runa amb un pes superior a 100 kg/m2 damunt dels sostres, en cap cas.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ENDERROC D'ESGLA\'d3, ARRENCADA DE REVESTIMENT D'ESGLA\'d3, DE S\'d2COL, DE VORADA O RIGOLA:\par m de llarg\'e0ria realment enderrocada, segons les especificacions de la DT.\par ENDERROC DE SOLERA LLEUGERAMENT ARMADA, ARRENCADA I DESMUNTATGE DE PAVIMENT, ARRENCADA DE RECRESCUT:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par ENDERROC DE SOLERA DE FORMIG\'d3 EN MASSA:\par m3 de volum amidat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par *Orden FOM/1382/2002 de 16 de mayo, por la que se actualizan determinados art\'edculos del pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes relativos a la construcci\'f3n de explanaciones, drenajes y cimentaciones.\par *Orden de 10 de febrero de 1975 por la que se aprueba la Norma Tecnol\'f3gica de la Edificaci\'f3n: NTE-ADD/1975 Acondicionamiento del terreno. Desmontes. Demoliciones\par\pard\par }LVAL(D{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials amb finalitats diverses per a col\'b7laborar i complementar l'elaboraci\'f3 de junts i segellats.\par S'han considerat els tipus seg\'fcents:\par - Cinta de cautx\'fa cru\par - Cinta de paper resistent per a junts de plaques de cart\'f3-guix\par - Cinta refor\'e7ada amb dues l\'e0mines met\'e0l\'b7liques per a cantonera de plaques de cart\'f3-guix\par - Emprimaci\'f3 pr\'e8via per a segellats\par IMPRIMACI\'d3 PR\'c8VIA PER A SEGELLATS:\par No ha de produir defectes o alteracions f\'edsiques o qu\'edmiques en el material segellador.\par Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa. Ha de fluir i anivellar-se correctament i deixar una capa uniforme despr\'e9s de l'assecatge.\par CINTA DE CAUTX\'da CRU:\par Cinta autoadhesiva a base de cautx\'fa no vulcanitzat sense dissolvents, per a junts en sistemes d'impermeabilitzaci\'f3 amb membranes.\par CINTES PER A JUNTS DE CART\'d3-GUIX:\par Ampl\'e0ria: >= 5 cm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CINTA:\par Subministrament: En rotlles de diferents mides.\par Emmagatzematge: En llocs protegits de la intemp\'e8rie i de manera que no s'alterin les seves caracter\'edstiques.\par IMPRIMACI\'d3 PR\'c8VIA PER A SEGELLATS:\par Subministrament: Cada env\'e0s ha de tenir impreses les dades seg\'fcents:\par - Identificaci\'f3 del fabricant\par - Nom comercial del producte\par - Identificaci\'f3 del producte\par - Pes net o volum del producte\par - Data de caducitat\par - Instruccions d'\'fas\par - Limitacions de temperatura\par - Toxicitat i i LVAL nflamabilitat\par Emmagatzematge: El producte s'ha d'emmagatzemar en un env\'e0s tancat herm\'e8ticament, en lloc sec. S'ha de protegir de les gelades.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }"e  ^ !ƚ@@L&?Q}@L7A`2@@l g@yY@@EAF3ALR3Finestra AL.R3 alumini lacat plata natural mate,trenc.pont trmic,2bat.,1fix,195x170(@uEAF3ALR3POProjecte del'ampliaci i reforVEN.31''ysnl >&?\(@L7A`2@ђ@l g@xY@@EAF3ALR2Finestra AL.R2 alumini lacat plata natural mate,trenc.pont trmic,2bat.,1fix,175x170)@uEAF3ALR2POProjecte del'ampliaci i reforVEN.31''ysnl >&?Q@ rh@ rh@dp@@K21AU00MArrencada bastim. mosquitera.,mitjans man.,crr.man.e@uK21AU00MPOProjecte del'ampliaci i reforVEN.3ysnl >&?q= ף"@p= c"@p= c"@s@@K21QU002Desmuntatge i retirada d'armari de taulers de fibres fusta , amb mitjans man.crr.@!uK21QU002POProjecte del'ampliaci i reforVEN.3/%%ysnl >&?QeA@S@@S@@q@@K21HU011Arrencada llum superf.,mitjans man.,crr.man.@uK21HU011POProjecte del'ampliaci i reforVEN.3 ysnl >&?QE@\(E@\(E@pr@@K21G2011Arrencada punt.tubs+acces.instal. elctrica superf.,mitjans man.,crr.man.@uK21G2011POReforma CAP 'El Castell' . CasVEN.3'ysnl >&?zG@Nё\C@Nё\C@o@@K21G1011Arrencada quadre elc. superf.,mitjans man.,crr.man.i@uK21G1011POBanc_GISA_Rehabilitaci_2008_vVEN.3ysnl >&?33333S@+/S@+/S@n@@K21EG011Arrencada unitat int.,suports sist.aire.cond. tipus consola,mitjans man.,crr.man.@uK21EG011POBanc_GISA_Rehabilitaci_2008_vVEN.3/%%ysnl >&?U@NbX9LU@NbX9LU@l@@K21EF011Arrencada unitat ext.,suports sist.aire.cond.,mitjans man.,crr.man.@uK21EF011POBanc_GISA_Rehabilitaci_2008_vVEN.3!ysnl >&?(\i@ףp= i@ףp= i@j@@K21E1D11Arrencada instal.laci aire cond.,conductes,p/unit.100m2 sup.inst.,mitjans man.,crr.man.@uK21E1D11POBanc_GISA_Rehabilitaci_2008_vVEN.36,,ysnl >&?)\h<@(\•;@(\•;@r@@K21QU001Desmuntatge i retirada mostrador de taulers de fibres fusta , amb mitjans man.crr.@ uK21QU001POReforma CAP 'El Castell' . CasVEN.30&&ysnl >&?ףp= W]@\(|\@\(|\@N@@K214211ADesmunt.,mur,maon.,m.man.,neteja,aplec,crrega manual@m3K214211APOBanc_GISA_Rehabilitaci_2008_vVEN.3  ysnl >LVAL(Q{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Cel ras realitzat amb plaques de diferents materials suspeses del sostre.\par S'han considerat els materials seg\'fcents:\par - Plaques d\'92escaiola\par - Plaques de fibres minerals o vegetals\par - Plaques de guix laminat\par - Plaques met\'e0l\'b7liques\par - Lamel\'b7les de PVC o met\'e0l\'b7liques\par S'han considerat els tipus de cel ras seg\'fcents:\par - Per a revestir, sistema fix\par - De cara vista, sistema fix\par - De cara vista, sistema desmuntable amb entramat vist\par - De cara vista, sistema desmuntable amb entramat ocult\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Sistema fix i suspensi\'f3 amb filferro galvanitzat:\par - Replanteig del nivell del cel ras\par - Fixaci\'f3 dels tirants de filferro al sostre\par - Col\'b7locaci\'f3 de les plaques\par Sistema fix i entramat de perfils:\par - Replanteig dels eixos de la trama de perfils\par - Col\'b7locaci\'f3 i suspensi\'f3 dels perfils de la trama\par - Col\'b7locaci\'f3 de les plaques\par - Segellat dels junts\par Sistema desmuntable i suspensi\'f3 amb barra roscada:\par - Replanteig dels eixos de la trama de perfils\par - Col\'b7locaci\'f3 dels perfils perimetrals d'entrega als paraments i suspensi\'f3 de la resta de perfils de la trama\par - Col\'b7locaci\'f3 de les plaques\par CONDICIONS GENERALS:\par El conjunt acabat ha de ser estable i indeformable.\par Ha de formar una superf\'edcie plana i ha d'estar al nivell previst.\par Si les plaques s\'f3n de cara vista, en el revestiment acabat no hi ha d'haver peces esquerdades, trencades, eLVAL<@H{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Arrencades i desmuntatges d'equipaments fixos, mobiliari i elements de suport obsolets.\par S'han considerat les unitats d'obra seg\'fcents:\par - Arrencada d'element met\'e0l\'b7lic collat en parament, amb mitjans manuals i c\'e0rrega manual de runa sobre cami\'f3 o contenidor\par - Desmuntatge de campana de 350/800 kg de pes, com a m\'e0xim i a una al\'e7\'e0ria de 15 m, com a m\'e0xim, amb mitjans manuals i mec\'e0nics i aplec de materials per a la seva reutilitzaci\'f3, sense incloure embalatges\par - Desmuntatge d'element d'equipament fix o m\'f2bil, de 500/1000 kg de pes, com a m\'e0xim i a una al\'e7\'e0ria de 5/25 m, com a m\'e0xim, amb mitjans manuals i mec\'e0nics i aplec de materials per a la seva reutilitzaci\'f3, sense incloure embalatges\par - Desmuntatge d'element de petit equipament (es pot manipular entre dues persones) a una al\'e7\'e0ria de 5 m, com a m\'e0xim, amb mitjans manuals, aplec de materials per a la seva reutilitzaci\'f3, sense incloure embalatges o c\'e0rrega sobre cami\'f3 o contenidor\par - Desmuntatge de mobiliari amb mitjans manuals, aplec de materials per a la seva reutilitzaci\'f3, sense incloure embalatges o sobre cami\'f3 o contenidor\par - Desmuntatge de mobiliari amb mitjans manuals, trasllat interior amb mitjans mec\'e0nics a una al\'e7\'e0ria de 5 m, com a m\'e0xim, aplec de materials per a la seva reutilitzaci\'f3, sense incloure embalatges o c\'e0rrega sobre cami\'f3 o contenidor\par - Protecci\'f3 amb film de polietil\'e8 transparent d'imatge escult\'f2rica de fusta, desmuntatge i aplec per a lLVALIa seva reutilitzaci\'f3\par - Desmuntatge de maquin\'e0ria de rellotge a 20 m d'al\'e7\'e0ria i aplec de material per a la seva reutilitzaci\'f3 o restauraci\'f3\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Operacions de preparaci\'f3\par - Desconnexi\'f3 de la xarxa d'alimentaci\'f3, i protecci\'f3 dels terminals, si es el cas\par - Desmuntatge o arrencada dels elements\par - Neteja de la superf\'edcie de les restes de runa\par - C\'e0rrega, transport i desc\'e0rrega a les zones autoritzades d'abocament de la runa i dels materials aprofitables al lloc d'aplec o reparaci\'f3\par CONDICIONS GENERALS:\par Els materials arrencats han de quedar suficientment trossejats i apilats per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposin i de les condicions de transport.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha de seguir l'ordre de treballs previst a la DT.\par La xarxa d'alimentaci\'f3 el\'e8ctrica ha d'estar fora de servei.\par Els elements s\'92han de desmuntar amb les eines apropiades.\par Els elements grans i pesats s'han de subjectar i manipular pels punts d'ancoratge disposats per a aquest fi. Si aquests punts es van retirar durant el muntatge, aleshores es tornaran a muntar.\par Es far\'e0 servir la maquin\'e0ria adequada per a la manipulaci\'f3 dels elements a desmuntar, com ara grues, cistelles, etc.\par L'extrem de la part de la xarxa que no es retira ha de quedar convenientment protegit.\par La zona afectada per les obres ha de quedar convenientment senyalitzada.\par Cal prendre les mesures de precauci\'f3 necess\'e0ries per aconseguir unes condicions de seguretat suficients.\par S'han de senyalar els elements que hagin de conservar-se intactes, segons s'indiqui en la DT o en el seu defecte, la DF.\par Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par En cas d'imprevistos (olors de gas, etc.) o quan les operacions que es realitzin puguin afectar les construccions ve\'efnes,~LVAL s'han de suspendre les obres i avisar a la DF.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par El transport s'ha de realitzar en un vehicle adequat, per al material que es desitgi transportar, prove\'eft dels elements que calen per al seu despla\'e7ament correcte.\par Durant el transport s'ha de protegir el material perqu\'e8 no es produeixin p\'e8rdues en el trajecte.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ARRENCADA D'ELEMENT MET\'c0L\'b7LIC, DESMUNTATGE DE CAMPANA, DESMUNTATGE D'EQUIPAMENT FIX O M\'d2BIL, DESMUNTATGE D\'92IMATGE ESCULT\'d2RICA, O DESMUNTATGE DE MAQUIN\'c0RIA DE RELLOTGE:\par Unitat de quantitat realment desmuntada, incl\'f2s l\'92enderroc dels suports i bancades si \'e9s el cas, amidat segons les especificacions de la DT.\par DESMUNTATGE DE MOBILIARI:\par m3 de volum aparent realment desmuntat o traslladat, segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALPl'excavaci\'f3 ha de quedar anivellat.\par El fons de l'excavaci\'f3 no ha de tenir material engrunat o fluix i les esquerdes i els forats han de quedar reblerts.\par Els talussos perimetrals han de ser els fixats per la DF.\par Els talussos han de tenir el pendent especificat a la DT.\par La qualitat de terreny del fons de l'excavaci\'f3 requereix l'aprovaci\'f3 expl\'edcita de la DF.\par Toler\'e0ncies d'execuci\'f3:\par - Dimensions: \'b1 5%, \'b1 50 mm\par - Planor: \'b1 40 mm/m\par - Replanteig: < 0,25%, \'b1 100 mm\par - Nivells: \'b1 50 mm\par - Aplomat o tal\'fas de les cares laterals: \'b1 2\'b0\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par S'han d'eliminar els elements que puguin entorpir els treballs d'execuci\'f3 de la partida.\par S'ha de seguir l'ordre dels treballs previst per la DF.\par Abans de comen\'e7ar els treballs, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par Hi ha d'haver punts fixos de refer\'e8ncia exteriors a la zona de treball, als quals s'hi han de referir totes les lectures topogr\'e0fiques.\par Si cal fer rampes per accedir a la zona de treball, han de tenir les caracter\'edstiques seg\'fcents:\par - Ampl\'e0ria: >= 4,5 m\par - Pendent:\par - Trams rectes: <= 12%\par - Corbes: <= 8%\par - Trams abans de sortir a la via de llarg\'e0ria >= 6 m: <= 6%\par - El tal\'fas ha de ser fixat per la DF.\par La finalitzaci\'f3 de l\'92excavaci\'f3 de pous o rases per a fonaments o de lloses de fonamentaci\'f3, s\'92ha de fer just abans de la col\'b7locaci\'f3 del formig\'f3 de neteja, per mantenir la qualitat del sol.\par Si aix\'f2 no fos possible, es deixar\'e0 una capa de 10 a 15 cm sense excavar fins al moment en que es pugui formigonar la capa de neteja.\par Cal extreure les roques suspeses, les terres i els materials amb perill de cH  |T0?Gz?Gz?Gz?Gz?@Z@__B7Z24000Emulsi bituminosa, tipus EDEmulsi bituminosa, tipus EDkgB7Z24000ETVEN.2VEN.3#       0?Q8 @Q8 @Q8 @Q8 @@@ncia a compressi100 kPa, res__B7C21430Planxa (XPS),g=40mm,resist.compress.>=100kPa,res.trmica >=1,45m2K/W,llisa,cantell encadellat@2m2B7C21430ETVEN.2VEN.3F<<22222......$  0?Q@Q@Q@Q@p@ . Case)% GB> G__CRE23000Motoserra MotoserrahCRE23000EQVEN.2VEN.3 0?`F@`F@`F@`F@p@GRA_Taula='Famil__C1503000Cami grua Cami gruahC1503000EQVEN.2VEN.3 0?Q^M@Q^M@Q^M@Q^M@p@PШX ` __C1315020Retroexcavadora mitjanaRetroexcavadora mitjanahC1315020EQVEN.2VEN.3   0?(\D@(\D@(\D@(\D@@dH tttttttt__C1315010Retroexcavadora petitaRetroexcavadora petitahC1315010EQC1315010Banc GISA Edificaci Obra NovaVEN.3QGG    0?@K@@K@@K@@K@@dx,,,,,,,,__C1311120Pala carregadora s/,mitjana,s/,pneumtics 117kW6@2hC1311120EQC1311120Banc GISA Edificaci Obra NovaVEN.3RHH    0?Q6@Q6@Q6@Q6@@  mV NIndir de si l'am__A012H000Oficial 1a electricistaOficial 1a electricistahA012H000EMA012H000Banc_GISA_Rehabilitaci_2008_vVEN.3SII    0?3@3@3@3@@<~<~<~<~<~<~<~<~<~<~<~<~<~<~__A013H000Ajudant electricistaAjudant electricistahA013H000EMA013H000Banc_GISA_Rehabilitaci_2008_vVEN.3MCC 0?3@3@3@3@@__A013G000Ajudant calefactorAjudant calefactorhA013G000EMA013G000Banc_GISA_Rehabilitaci_2008_vVEN.3I?? 0?Q6@Q6@Q6@Q6@@__A012G000Oficial 1a calefactorOficial 1a calefactorhA012G000EMA012G000Banc_GISA_Rehabilitaci_2008_vVEN.3OEE    LVALCM{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Arrencada i desmuntatge, c\'e0rrega i transport a abocador, magatzem o lloc de nova col\'b7locaci\'f3 d\'92elements d'instal\'b7lacions de climatitzaci\'f3, calefacci\'f3 i ventilaci\'f3 mec\'e0nica.\par S\'92han considerat les unitats d\'92obra seg\'fcents:\par - Desmuntatge de calderes\par - Arrencada de radiador\par - Arrencada de tubs de calefacci\'f3\par - Arrencada d'unitat exterior d'aire condicionat\par - Arrencada d'unitat interior d'aire condicionat\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Operacions de preparaci\'f3\par - Desmuntatge o arrencada dels elements\par - Enderroc dels fonaments si es el cas\par - Neteja de la superf\'edcie de les restes de runa\par - C\'e0rrega, transport i desc\'e0rrega a les zones autoritzades d'abocament de la runa i dels materials de rebuig generats i condicionament de l\'92abocador\par - C\'e0rrega, transport al magatzem o lloc de nova utilitzaci\'f3 dels materials que indica la DT, desc\'e0rrega i classificaci\'f3\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par S'ha de seguir l'ordre de treballs previst a la DT.\par La xarxa ha d'estar fora de servei.\par Si la xarxa o l'element a desmuntar cont\'e9 fluids, aquests s'han de buidar.\par Els elements s\'92han de desmuntar amb les eines apropiades.\par Es tindr\'e0 especial cura amb els elements que s'han de tornar a muntar en un altre lloc.\par Els elements grans i pesats s'han de subjectar i manipular pels punts d'ancoratge dispoLVALNsats per a aquest fi. Si aquests punts es varen retirar durant el muntatge, aleshores es tornaran a muntar.\par Es far\'e0 servir la maquin\'e0ria adequada per a la manipulaci\'f3 dels elements a desmuntar, com ara grues, cistelles, etc.\par Qualsevol conducci\'f3 que empalmi amb l'element ha de quedar obturada. Si es tracta d'un element el\'e8ctric, l'extrem de la part de la xarxa que no es retira ha de quedar convenientment protegit.\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par La zona afectada per les obres ha de quedar convenientment senyalitzada.\par Cal prendre les mesures de precauci\'f3 necess\'e0ries per aconseguir unes condicions de seguretat suficients i evitar danys a les construccions pr\'f2ximes.\par S'han de senyalar els elements que hagin de conservar-se intactes, segons s'indiqui en la DT o en el seu defecte, la DF.\par Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par S'ha d'evitar la formaci\'f3 de pols, pel que cal regar les parts que s'hagin de demolir i carregar.\par Durant els treballs es permet que l'operari treballi sobre l'element, si la seva ampl\'e0ria \'e9s > 35 cm i la seva al\'e7\'e0ria \'e9s <= 2 m.\par En cas d'imprevistos (olors de gas, etc.) o quan les operacions que es realitzin puguin afectar les construccions ve\'efnes, s'han de suspendre les obres i avisar a la DF.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par El transport s'ha de realitzar en un vehicle adequat, per al material que es desitgi transportar, prove\'eft dels elements que calen per al seu despla\'e7ament correcte.\par Durant el transport s'ha de protegir el material perqu\'e8 no es produeixin p\'e8rdues en el trajecte.\par En cas d\'92utilitzaci\'f3 d\'92abocador, el contractista no podr\'e0 abocar matLVALOerial procedent de l\'92obra sense que pr\'e8viament estigui aprovat l\'92abocador per la DF i per la comissi\'f3 de seguiment mediambiental, en el cas que estigui constitu\'efda.\par En cas de demolici\'f3 o retirada de materials que continguin amiant i pr\'e8viament a l\'92inici de les feines, l\'92empresa encarregada d\'92executar-les haur\'e0 d\'92establir un pla de treball que ha de ser aprovat per l\'92autoritat de treball.\par Quan t\'e8cnicament sigui possible, l\'92amiant o els materials que el continguin han de ser retirats abans de comen\'e7ar les operacions de demolici\'f3.\par En els treballs amb risc d\'92amiant s\'92han de prendre les mesures de protecci\'f3 individuals i col\'b7lectives establertes a l\'92Ordre de 31 d\'92octubre de 1984.\par Per tal de garantir un nivell baix d\'92emissions de fibres d\'92amiant respirables, s\'92han d\'92utilitzar eines de tall lent i eines amb aspiradors de pols d\'92acord amb l\'92establert a la UNE 88411.\par Les zones de treball on existeixi risc d\'92exposici\'f3 a l\'92amiant han d\'92estar clarament delimitades i senyalitzades.\par Els residus que continguin amiant s\'92han de recollir i traslladar fora del lloc de treball, el m\'e9s aviat possible, en recipients tancats que imipideixin l\'92emissi\'f3 de fibres d\'92amiant a l\'92ambient.\par Aquests recipients han d\'92anar senyalitzats amb etiquetes d\'92advert\'e8ncia de perill.\par S'ha de complir la normativa vigent en mat\'e8ria mediambiental, de seguretat i salut i d'emmagatzematge i transport de productes de construcci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ARRENCADA O DESMUNTATGE D\'92INSTAL\'b7LACI\'d3 O COMPONENTS DE CLIMATITZACI\'d3, CALEFACCI\'d3 O VENTILACI\'d3:\par Unitat d\'92element realment desmuntat, incl\'f2s l\'92enderroc dels suports i fonaments si es el cas, amidat segons les especificacions de la DT.\par ARRENCADA DE TUB DE CALEFACCI\'d3:\par m linial de tub realment arrencat, amidat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIME LVAL NT OBLIGATORI\par\par Orden de 31 de octubre de 1984 por la que se aprueba el Reglamento sobre trabajos con riesgo de amianto.\par Orden de 7 de enero de 1987 por la que se establecen normas complementarias del Reglamento sobre trabajos con riesgo de amianto.\par Orden de 26 de julio de 1993 por la que se modifican los art\'edculos 2, 3 y 13 de la orden de 31 de octubre de 1984 por la que se aprueba el reglamento sobre trabajos con amianto y el art\'edculo 2 de la Orden de 7 de enero de 1987 por la que se establecen normas complementarias al citado Reglamento\par *UNE 88411:1987 Productos de amiantocemento. Directrices para su corte y mecanizado en obra.\par\pard\par }LVALVdespreniment.\par Cal extreure del fons de l\'92excavaci\'f3 qualsevol element susceptible de formar un punt de resist\'e8ncia local diferent de la resta, com ara roques, restes de fonaments, bosses de material tou, etc, i rebaixar el fons de l\'92excavaci\'f3 per tal que la sabata tingui un recolzament homogeni.\par No s'han d'acumular terres o materials a la vora de l'excavaci\'f3.\par No s'ha de treballar simult\'e0niament en zones superposades.\par S'ha d'estrebar sempre que consti al projecte i quan ho determini la DF. L'estrebada ha de complir les especificacions fixades al seu plec de condicions.\par S'han d'estrebar els terrenys engrunats i quan, en fond\'e0ries superiors a 1,30 m, es doni algun dels casos seg\'fcents:\par - S'hagi de treballar a dins\par - Es treballi en una zona immediata que pugui resultar afectada per una possible esllavissada\par - Hagi de quedar oberta en acabar la jornada de treball\par Tamb\'e9 sempre que, per altres causes (c\'e0rregues ve\'efnes, etc.) ho determini la DF.\par S'ha de preveure un sistema de desgu\'e0s per tal d'evitar acumulaci\'f3 d'aigua dins l'excavaci\'f3.\par S'ha d'impedir l'entrada d'aig\'fces superficials.\par Si apareix aigua en l'excavaci\'f3 s'han de prendre les mesures necess\'e0ries per esgotar-la.\par Els esgotaments s\'92han de fer sense comprometre l\'92estabilitat dels talussos i les obres ve\'efnes, i s\'92han de mantenir mentre durin els treballs de fonamentaci\'f3. Caldr\'e0 verificar en terrenys argilosos, si cal fer un sanejament del fons de l\'92excavaci\'f3.\par Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par En cas d'imprevistos (terrenys inundats, olors de gas, restes de construccions, etc.) s'han de suspendre els treballs i avisar la DF.\par No s'ha de rebutjar cap material obtingut de l'excavaci\'f3 sense l'autoritzaci\'f3 expressa de la DF.\par S'ha d'evitar la formaci\'f3 de pols, pel que cal regar les parts que s'hagin de carregar.\par L'operaci\'f3 de c\'e0rrega s'ha de fer amb leLVALscantonades ni tacades.\par En les plaques de guix laminat, no hi ha d\'92haver defectes apreciables en les l\'e0mines de paper.\par Si el sistema \'e9s fix, sense entramat, les plaques han d'anar penjades al sostre mitjan\'e7ant filferros galvanitzats i estopa enguixada.\par Toler\'e0ncies d'execuci\'f3:\par - Planor: \'b1 2 mm/m\par - Nivell: \'b1 10 mm\par SUPORT MITJAN\'c7ANT ENTRAMAT DE PERFILS:\par Si el sistema \'e9s desmuntable, s'ha de col\'b7locar un perfil fixat a les parets, a tot el per\'edmetre.\par Si el sistema \'e9s fix, tots els junts, les arestes de cantonades i els racons han d'estar segellats degudament amb m\'e0stic per a junts.\par S'han de col\'b7locar els punts de fixaci\'f3 suficients per tal que la fletxa dels perfils de l'entramat sigui l'exigida.\par Separaci\'f3 entre punts de suspensi\'f3: <= 1250 mm\par Fletxa m\'e0xima dels perfils de l'entramat: <= 1/360 de la llum\par Toler\'e0ncies d'execuci\'f3:\par - Alineaci\'f3 dels perfils: \'b1 2 mm/2 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d'execuci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures <= 1 m2: No es dedueixen\par - Obertures > 1 m2: Es dedueix el 100%\par Aquests criteris inclouen l'acabament espec\'edfic dels acords a les vores, sense que comporti l'\'fas de materials diferents d'aquells que normalment conformen la unitat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *NTE-RTP/1973 Revestimientos de Techos: PLACAS\par\pard\par }MY  @ @ @ @ @ @ @\:8>F<>8J68>6666\:8>F<>8J68@6666\:8>F<>8M8868:66\:8>F<>8M:66k666\:8B8@88J68>6666\:8B8@o:J68@6666"\:8B8@o:M:66L666!\:8B<@88J68>6666\:8B>DD8J68>6666<\:8B>DD8J68@6666=\:8B>DD8M:668666\:8Boi68J68>6666\:8F6666\:8F6666\:8FO>L:J686q686 .\:8FO>L:J686q6@6 -\:8FO>L:J686q866 ,\:8FO>L:J68>6666 /\:8Fo66fJ68>6666*\:8FoJD8J68>6666,\:8FoJD8J68@6666+\:8H:<88J68>6666`\:8H:<88J68@6666`\:8H:<88M8868:66`\:8H:<88M8<8@686`\:8H>B:8J68>6666\:8H>D:8J68>6666 \:8HDF:8J68>6666<\:8HMM88J68>6666 \:8HMM88J68@6666 \:8HMM88M8868:66 \:8J8688J68>6666\:8J:688J68>6666\:8J<688J68>6666\:8J<6oUJ68>6666?\:8Jo66`J68>6666;\:8L8688J68:@666#\:8L8688J68<@666$\:8L8688J68>6666%\:8L8688M:66k666&\:8L<688J68:@666\5\:8L<688J68<@666\6\:8L<688J68>6666\4\:8L<688M:66k666\3\:8Lo6dbJ68:>666:\:8Lo6dbJ68<>6669\:8Lo6dbJ68>6666;\:8O<@88J68>6666a\:8Oo668J68>6666`\:8Q8O88J68:U666\:8Q8O88J68<U666\:8Q8O88J68>6666\:8QJ6M:J68:U666 :\:8QJ6M:J68:`666 :\:8QJ6M:J68<U666 : \:8QJ6M:J68<`666 :\:8QU688J68<U666\:8QU688J68>6666\:8U8688J68:W666\:8U8688J68<W666\:8U:688J68:W666\:8U:688J68<W666 \:8Wo688J68:W666(\:8Wo688J68<W666'\:8ho668J68>66660\:8ho66:J68>66663\:8x:DB6J68@6666/\:8x:DB6M:66L6660\>@iQ666J68:8666 \>@iQ666L6H6D866\@xi8UMoJ68::666\@xi8UMoJ68>6666\@xi8UMoL6SU<[J<\@xi8UMoO6DD8688\D[@86fLJ68:D666Q%\D[@86fLJ68>6666Q&\D[@86fLL6D8>666Q'\D[@86fLL6H6D866Q(\FDF8886J68:8666\FDF8886J68>6666\FDF8886L6888666\FDF8886Mx8D:666\FDF888SJ68:8666\FDF888SJ68>6666\FDF888SL6888666\FDF888SMx8D:666\HL<8:D\J68:D666 =\HL<8:D\J68>6666 >\HL<8:D\L6U8HJ6> ?\HL<8:D\LHMx:666 @\HL<8:D\O6D6J>O8 <\HL<o668LHMx:666 A\HL@o668J68:D666 ;\HL@o668J68>6666Qu\HL@o668L6U8of68Qv\HL@o668LHMx:666Qw\HL@o668O6D68H88 :LVALUFT{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Arrencada, desmuntatge i enderroc, c\'e0rrega i transport a abocador, magatzem o lloc de nova col\'b7locaci\'f3 d\'92elements d\'92instal\'b7lacions de gas, el\'e8ctriques, lampisteria o d\'92enllumenat.\par S'han considerat les unitats d'obra seg\'fcents:\par - Arrencada de tubs i accessoris d\'92instal\'b7laci\'f3 de gas, el\'e8ctrica i lampisteria\par - Arrencada de llum superficial\par - Desmuntatge de llum superficial\par - Desmuntatge de fanal\par - Desmuntatge de bra\'e7 mural\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Operacions de preparaci\'f3\par - Desconnexi\'f3 de la xarxa d'alimentaci\'f3, i protecci\'f3 dels terminals, en el seu cas\par - Desmuntatge o arrencada dels elements\par - Enderroc dels fonaments si es el cas\par - Neteja de la superf\'edcie de les restes de runa\par - C\'e0rrega, transport i desc\'e0rrega a les zones autoritzades d'abocament de la runa i dels materials de rebuig generats i condicionament de l\'92abocador\par - C\'e0rrega, transport al magatzem o lloc de nova utilitzaci\'f3 dels materials que indica la DT, desc\'e0rrega i classificaci\'f3\par CONDICIONS GENERALS:\par Els materials han de quedar apilats i emmagatzemats en funci\'f3 de l'\'fas a que es destinin (transport a abocador, reutilitzaci\'f3, eliminaci\'f3 en obra, etc.).\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par S'ha de seguir l'ordre de treballs previst a la DT.\par La xarxa ha d\'92estar fora de servei.\par Si la xarxaLVALU o l\'92element a desmuntar cont\'e9 fluids, aquests s\'92han de buidar.\par Els elements s\'92han de desmuntar amb les eines apropiades.\par Es tindr\'e0 especial cura amb els elements que s\'92han de tornar a muntar en un altre lloc.\par Els elements grans i pesats s\'92han de subjectar i manipular pels punts d\'92ancoratge disposats per a aquest fi. Si aquests punts es varen retirar durant el muntatge, aleshores es tornaran a muntar.\par Es far\'e0 servir la maquin\'e0ria adequada per a la manipulaci\'f3 dels elements a desmuntar (grues, cistelles, etc.).\par Qualsevol conducci\'f3 que empalmi amb l'element ha de quedar obturada. Si es tracta d\'92un element el\'e8ctric, l\'92extrem de la part que no es retira ha de quedar convenientment protegit.\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par La zona afectada per les obres ha de quedar convenientment senyalitzada.\par Cal prendre les mesures de precauci\'f3 necess\'e0ries per aconseguir unes condicions de seguretat suficients i evitar danys a les construccions pr\'f2ximes.\par S'han de senyalar els elements que hagin de conservar-se intactes, segons s'indiqui en la Documentaci\'f3 T\'e8cnica o en el seu defecte, la DF.\par Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par S'ha d'evitar la formaci\'f3 de pols, pel que cal regar les parts que s'hagin de demolir i carregar.\par En cas d'imprevistos (olors de gas, etc.) o quan les operacions que es realitzin puguin afectar les construccions ve\'efnes, s'han de suspendre les obres i avisar a la DF.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par El transport s'ha de realitzar en un vehicle adequat, per al material que es desitgi transportar, prove\'eft dels elements que calen per al seu despla\'e7ament correLVALcte.\par Durant el transport s'ha de protegir el material perqu\'e8 no es produeixin p\'e8rdues en el trajecte.\par En cas d\'92utilitzaci\'f3 d\'92abocador, el contractista no podr\'e0 abocar material procedent de l\'92obra sense que pr\'e8viament estigui aprovat l\'92abocador pel Director d\'92Obra i per la comissi\'f3 de seguiment mediambiental, en el cas que estigui constitu\'efda.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ARRENCADA DE TUBS D\'92INSTAL\'b7LACI\'d3 O RETIRADA DE CABLES:\par m linial de tub realment arrencat, amidat segons les especificacions de la DT.\par ARRENCADA D\'92INSTAL\'b7LACIONS EL\'c8CTRIQUES O D\'92ENLLUMENAT:\par Unitat d\'92element realment desmuntat, incl\'f2s l\'92enderroc dels suports i fonaments si es el cas, amidat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALs precaucions necess\'e0ries per a aconseguir unes condicions de seguretat suficients.\par S'ha de complir la normativa vigent en mat\'e8ria mediambiental, de seguretat i salut i d'emmagatzematge i transport de productes de construcci\'f3.\par Les terres s'han de treure de dalt a baix sense soscavar-les.\par L'aportaci\'f3 de terres per a correcci\'f3 de nivells ha de ser la m\'ednima possible, de les mateixes existents i de compacitat igual.\par S'ha de tenir en compte el sentit d'estratificaci\'f3 de les roques.\par S'han de mantenir els dispositius de desgu\'e0s necessaris, per tal de captar i reconduir els corrents d'aigua interns, en els talussos.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum excavat segons les especificacions de la DT, amidat com a difer\'e8ncia entre els perfils transversals del terreny aixecats abans de comen\'e7ar les obres i els perfils te\'f2rics assenyalats als pl\'e0nols, amb les modificacions aprovades per la DF.\par No s'ha d'abonar l'exc\'e9s d'excavaci\'f3 que s'hagi produ\'eft sense l'autoritzaci\'f3 de la DF, ni la c\'e0rrega i el transport del material ni els treballs que calguin per a reomplir-lo.\par Inclou la c\'e0rrega, allisada de talussos, esgotaments per pluja o inundaci\'f3 i quantes operacions faci falta per a una correcta execuci\'f3 de les obres.\par Tamb\'e9 estan inclosos en el preu el manteniment dels camins de comunicaci\'f3 entre el desmunt i les zones on han d'anar les terres, la seva creaci\'f3, i la seva eliminaci\'f3, si s'escau.\par Tan sols s'han d'abonar els esllavissaments no provocats, sempre que s'hagin observat totes les prescripcions relatives a excavacions, entibacions i voladures.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par OBRES D\'92EDIFICACI\'d3:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural de cimientos DB-SE-C.\par\pard\par } LX\ ` d  ˼˼˼˼˼˼˼˼h  @Gz~P@?@D6111011A0126000@@:53-(& @Gz~P@?@D6111011A0126000@@:53-(& @Gz~P@?@D6111011A0126000@@:53-(& @Gz~P@?@D6111011A0126000@@:53-(& @Gz~P@?@D6111011A0126000@@:53-(& @Gz~P@?@D6111011A0126000@@:53-(& @Gz~P@?@D6111011A0126000@@:53-(& @Gz~P@?@D6111011A0126000@@:53-(& @Gz~P@?@D6111011A0126000@@:53-(& @Gz~P@?@D6111011A0126000@@:53-(& ?QK=@??D6111011A0136000@@:53-(& ?%C3@??D0391311A0150000@@:53-(& ?)\(???D0391311C1705600@@:53-(& ?S2@??D0391311B0512401@@:53-(& RQ?'=@?RQ?D0391311B0312020@@:53-(& ?9v?E@??D0701911B0512401@@:53-(& Gz?6[ =@?Gz?D0701911B0312020@@:53-(& ?B`"???D0701911B0111000@@:53-(& ?Hz3@??D0701911A0150000@@:53-(& ffffff?7A`??ffffff?D0701911C1705600@@:53-(& k@9k@?k@D0771011B7Z24000@@:53-(& p= ף?TN>@?p= ף?D0771011B0312020@@:53-(& @HzC@?@D0771011A0150000@@:53-(& ?)\(@??D0771011C1705600@@:53-(&LVALHY{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Arrencada, desmuntatge i enderroc, c\'e0rrega i transport a abocador, magatzem o lloc de nova col\'b7locaci\'f3 d\'92elements d\'92instal\'b7lacions de gas, el\'e8ctriques, lampisteria o d\'92enllumenat.\par S'han considerat les unitats d'obra seg\'fcents:\par - Arrencada de llum superficial\par - Desmuntatge de llum superficial\par - Desmuntatge de fanal\par - Desmuntatge de bra\'e7 mural\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Operacions de preparaci\'f3\par - Desconnexi\'f3 de la xarxa d'alimentaci\'f3, i protecci\'f3 dels terminals, en el seu cas\par - Desmuntatge o arrencada dels elements\par - Enderroc dels fonaments si es el cas\par - Neteja de la superf\'edcie de les restes de runa\par - C\'e0rrega, transport i desc\'e0rrega a les zones autoritzades d'abocament de la runa i dels materials de rebuig generats i condicionament de l\'92abocador\par - C\'e0rrega, transport al magatzem o lloc de nova utilitzaci\'f3 dels materials que indica la DT, desc\'e0rrega i classificaci\'f3\par CONDICIONS GENERALS:\par Els materials han de quedar apilats i emmagatzemats en funci\'f3 de l'\'fas a que es destinin (transport a abocador, reutilitzaci\'f3, eliminaci\'f3 en obra, etc.).\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par S'ha de seguir l'ordre de treballs previst a la DT.\par La xarxa ha d\'92estar fora de servei.\par Si la xarxa o l\'92element a desmuntar cont\'e9 fluids, aquests s\'92han de buidar.\par Els elements s\'92hLVALZan de desmuntar amb les eines apropiades.\par Es tindr\'e0 especial cura amb els elements que s\'92han de tornar a muntar en un altre lloc.\par Els elements grans i pesats s\'92han de subjectar i manipular pels punts d\'92ancoratge disposats per a aquest fi. Si aquests punts es varen retirar durant el muntatge, aleshores es tornaran a muntar.\par Es far\'e0 servir la maquin\'e0ria adequada per a la manipulaci\'f3 dels elements a desmuntar (grues, cistelles, etc.).\par Qualsevol conducci\'f3 que empalmi amb l'element ha de quedar obturada. Si es tracta d\'92un element el\'e8ctric, l\'92extrem de la part que no es retira ha de quedar convenientment protegit.\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par La zona afectada per les obres ha de quedar convenientment senyalitzada.\par Cal prendre les mesures de precauci\'f3 necess\'e0ries per aconseguir unes condicions de seguretat suficients i evitar danys a les construccions pr\'f2ximes.\par S'han de senyalar els elements que hagin de conservar-se intactes, segons s'indiqui en la Documentaci\'f3 T\'e8cnica o en el seu defecte, la DF.\par Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par S'ha d'evitar la formaci\'f3 de pols, pel que cal regar les parts que s'hagin de demolir i carregar.\par En cas d'imprevistos (olors de gas, etc.) o quan les operacions que es realitzin puguin afectar les construccions ve\'efnes, s'han de suspendre les obres i avisar a la DF.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par El transport s'ha de realitzar en un vehicle adequat, per al material que es desitgi transportar, prove\'eft dels elements que calen per al seu despla\'e7ament correcte.\par Durant el transport s'ha de protegir el material perqu\'e8 no es produeixin p\'e8rdues x LVAL en el trajecte.\par En cas d\'92utilitzaci\'f3 d\'92abocador, el contractista no podr\'e0 abocar material procedent de l\'92obra sense que pr\'e8viament estigui aprovat l\'92abocador pel Director d\'92Obra i per la comissi\'f3 de seguiment mediambiental, en el cas que estigui constitu\'efda.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ARRENCADA DE TUBS D\'92INSTAL\'b7LACI\'d3 O RETIRADA DE CABLES:\par m linial de tub realment arrencat, amidat segons les especificacions de la DT.\par ARRENCADA D\'92INSTAL\'b7LACIONS EL\'c8CTRIQUES O D\'92ENLLUMENAT:\par Unitat d\'92element realment desmuntat, incl\'f2s l\'92enderroc dels suports i fonaments si es el cas, amidat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }DLVALTTarragona, abril de 2011 L'autor del projecte Xavier Roman Bov Arqte.  LVAL3 ̰ X  Q P Z qGh>=v(c**`Z  ¶~Costat ALlinda en entrada edifici Llinda en entrada edifici 1 2.5 2.5 C#*D#*E#*F# Costat AL.R6 1 2.6 2.6 C#*D#*E#*F# Costat AL.2 1 2.25 2.25 C#*D#*E#*F# En pati porxo ( per reparaci entrega edifici nou) 1 2 9 18 C#*D#*E#*F# Llinda per vidriera AL.1 1 10.3 10.3 C#*D#*E#*F# Part ampliaci marxapeus AL.1 1 10.3 10.3 C#*D#*E#*F# marxapeus instal.lacions 1 3.6 3.6 C#*D#*E#*F# Part reformada empit ara sortida emergncia 1 2 2 C#*D#*E#*F# Part reformada empit ara sortida emergncia 1 1.8 .9 1.62 C#*D#*E#*F# Sota finestra connexi dos parts 1 2.2 .7 1.54 C#*D#*E#*F# 1.000 1.000 1.000 1.000 1.000 C#*D#*E#*F# 8.000 8.000 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# TUB 225.000 225.000 0 C#*D#*E#*F# 8.000 40.000 320.000 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# Planta baixa 1.000 1.000 C#*D#*E#*F# 8.000 8.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 8.000 8.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 2.000 2.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# Exteriors 1.000 1.000 C#*D#*E#*F# 1.000 1.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# Planta baixa 1.000 1.000 C#*D#*E#*F# Consergeria 1.000 1.000 1.000 C#*D#*E#*F# 1.000 1.000 1.000 C#*D#*E#*F# pb 1.000 1.000 1.000 0 C#*D#*E#*F# Extintors 8.000 8.000 C#*D#*E#*F# Soritdes-recorreguts 4.000 4.000 0 C#*D#*E#*F# 7.000 7.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 1.000 1.000 1.000 1.000 1.000 C#*D#*E#*F# 25.000 1.100 27.500 0 C#*D#*E#*F# 25.000 1.100 27.500 0 C#*D#*E#*F# Planta baixa 3.000 1.000 3.000 C#*D#*E#*F# Exteriors 1.000 1.000 1.000 C#*D#*E#*F# Consergeria 1.000 1.000 1.000 C#*D#*E#*F# Cuina 1.000 1.000 1.000 C#*D#*E#*F# Planta Baixa 1.000 1.000 1.000 C#*D#*E#*F# Planta Baixa 2.000 1.000 2.000 C#*D#*E#*F# Exteriors 3.000 1.000 3.000 C#*D#*E#*F# Exteriors 1.000 1.000 1.000 C#*D#*E#*F# Exteriors 1.000 1.000 1.000 C#*D#*E#*F# Regleta endoll schucko rack 1.000 1.000 C#*D#*E#*F# Rack principal 13.000 1.000 13.000 C#*D#*E#*F# Rack aula informtica 4.000 1.000 4.000 C#*D#*E#*F# 4.000 1.000 4.000 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# Caixa repartidora planta baixa 2.000 2.000 C#*D#*E#*F# control 2.000 25.000 50.000 0 C#*D#*E#*F# 13.000 13.000 C#*D#*E#*F# 13.000 1.000 13.000 C#*D#*E#*F# Extracci serveis 1.000 1.000 C#*D#*E#*F# C#*D#*E#*F# AL.R6 1.000 1.000 1.000 C#*D#*E#*F# AL.R5 1.000 1.000 1.000 C#*D#*E#*F# AL.r4 1.000 1.000 1.000 C#*D#*E#*F# AL.R2 1.000 4.000 4.000 C#*D#*E#*F# Part reformada zona de treball 1 12.7 9.85 125.095 C#*D#*E#*F# 1 3.3 2.6 8.58 C#*D#*E#*F# 1 .45 1.45 .6525 C#*D#*E#*F# vestibul 1 7.9 2.4 18.96 C#*D#*E#*F# recepci-administraci 1 3.4 4.85 16.49 C#*D#*E#*F# pas a servei adaptat 1 1.7 1.5 2.55 C#*D#*E#*F# servei adaptat 1 2 2.65 5.3 C#*D#*E#*F# aula de formaci 1 5.9 6.3 37.17 C#*D#*E#*F# espai silenci 1 5.7 4.95 28.215 C#*D#*E#*F# 1 3.35 6.7 22.445 C#*D#*E#*F# rack 1 1.85 2.7 4.995 C#*D#*E#*F# magatzem 1 1.85 .9 1.665 C#*D#*E#*F# pas 1 1.1 5 5.5 C#*D#*E#*F# Part ampliaci zona treball 1 1 3 3.6 10.8 C#*D#*E#*F# zona treball 2 1 3 3.6 10.8 C#*D#*E#*F# zona informtica 1 7.4 13.2 97.68 C#*D#*E#*F# LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Placa de fibres vegetals unides per un conglomerant, fonoabsorbent o no amb la cara vista rugosa, per a utilitzar en cel ras desmuntable.\par CARACTER\'cdSTIQUES GENERALS:\par La cara vista ha de ser plana, sense pols, efloresc\'e8ncies ni d'altres defectes.\par Ha de ser incombustible i ha d'estar protegida de l'atac dels insectes i del podriment.\par Els angles i les arestes vistes han de ser rectes.\par La forma d'expressi\'f3 de les mesures {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Placa de fibres vegetals unides per un conglomerant, fonoabsorbent o no amb la cara vista rugosa, per a utilitzar en cel ras desmuntable.\par CARACTER\'cdSTIQUES GENERALS:\par La cara vista ha de ser plana, sense pols, efloresc\'e8ncies ni d'altres defectes.\par Ha de ser incombustible i ha d'estar protegida de l'atac dels insectes i del podriment.\par Els angles i les arestes vistes han de ser rectes.\par La forma d'expressi\'f3 de les mesures sempre ha de ser: Llarg\'e0ria x ampl\'e0ria.\par Toler\'e0ncies:\par - Planor: \'b1 1 mm\par - Rectitud d'arestes: \'b1 1 mm\par - Angles. Variacions cotg: <= 1/500\par - Llarg\'e0ria: \'b1 1/1000%\par - Ampl\'e0ria: \'b1 1/1000%\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Embalades, de manera que no s'alterin les seves caracter\'edstiques.\par A l'embalatge ha de figurar de forma indeleble i ben visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Dimensions i tipus de placa\par - Distintius de qualitat, si en t\'e9\par Emmagatzematge: En llocs secs, protegides de la intemp\'e8rie i dels impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }$LVAL@o g C C  d t tG #####ƓQQAAīī,öÀÀ]###UUPart reformada. servei homes 1 SAla clima 2.000 SAla clima 2.000 2.000 0 C#*D#*E#*F# 20.000 20.000 0 C#*D#*E#*F# C#*D#*E#*F# 10.000 10.000 0 C#*D#*E#*F# C#*D#*E#*F# Vestibul 1 1 1 C#*D#*E#*F# Sala biblioteca 1 1 1 C#*D#*E#*F# Porta posterior 1 1 1 C#*D#*E#*F# Part reformada portella d'accs cambra sanitria 2 .9 .8 1.44 C#*D#*E#*F# Ajudes a sanejament 1.000 1.000 1.000 C#*D#*E#*F# Previsi 1 1 1 C#*D#*E#*F# Al costat AL..2/AL:3 1 6.8 .9 6.12 C#*D#*E#*F# Tester muret baix 1 .6 .6 .6 .216 C#*D#*E#*F# Interior muret tancament lateral 1 .8 6.1 4.88 C#*D#*E#*F# Reposici paviment entrada 1 3.5 2.3 8.05 C#*D#*E#*F# Reposici vorera devant tanca lateral 1 .8 2 1.6 C#*D#*E#*F# Part vorera costat est 1 .8 3 2.4 C#*D#*E#*F# Devant entrada 1 3.5 2.3 8.05 C#*D#*E#*F# Porta tanca lateral S3 1 1 1 C#*D#*E#*F# Tanca sobre muret tanca lateral S3 1 6.1 1 1 6.1 C#*D#*E#*F# Aplacat sobre muret de tancament 1.000 6.100 0.900 5.490 C#*D#*E#*F# Aplacat sobre muret de tancament 1 6.1 .9 5.49 C#*D#*E#*F# Paret muret tancament lateral 1 .8 6.1 4.88 C#*D#*E#*F# Replenat muret tanca lateral 1 6.1 .8 .09 .4392 C#*D#*E#*F# Per sabates costat muret 60x45 q=7,71kg/m 1 7 7.71 1.05 56.6685 C#*D#*E#*F# Per sabata muret costat est 1 7 .45 1 3.15 C#*D#*E#*F# Exterior per cancel.la 1 2.4 2.4 5.76 C#*D#*E#*F# Exterior afectat ampliaci 1 1.75 15.8 27.65 C#*D#*E#*F# 1 1 14.8 14.8 C#*D#*E#*F# .5 5 14.8 37 C#*D#*E#*F# 1 1.5 8 12 C#*D#*E#*F# Muret exterior per cancel.la 1 2.7 .5 .25 .3375 C#*D#*E#*F# Mur exterior afectat ampliaci 1 2.1 .4 .65 .546 C#*D#*E#*F# 1 9.6 .4 .65 2.496 C#*D#*E#*F# 1 12.65 .4 .65 3.289 C#*D#*E#*F# 1 1.3 .4 .65 .338 C#*D#*E#*F# Paret secretaria 1 3.2 2.95 9.44 C#*D#*E#*F# Entre armaris 1 .6 2.6 1.56 C#*D#*E#*F# Armaris secretaria 1 2 2 C#*D#*E#*F# Instal.laci enllumenat 1 4 4 C#*D#*E#*F# Inst. elctrica 1 4 4 C#*D#*E#*F# Quadre elctric 1 1 1 C#*D#*E#*F# Mquina rack 1.000 1.000 1.000 C#*D#*E#*F# Mquina secretaria 1.000 1.000 1.000 C#*D#*E#*F# Mquina rack 1 1 1 C#*D#*E#*F# Mquina secretaria 1 1 1 C#*D#*E#*F# Vidriera entrada biblioteca 1 1 1 C#*D#*E#*F# Conductes AC. 1 3 3 C#*D#*E#*F# Mostrador secretaria 1 1 1 C#*D#*E#*F# Previsi per anivellament secretaria-biblioteca 1 2 8.1 16.2 C#*D#*E#*F# entrada a magatzem 1 2.6 1.5 3.9 C#*D#*E#*F# magatzem 1 1.95 2.65 5.1675 C#*D#*E#*F# 1 1.3 .2 .26 C#*D#*E#*F# sala reunions-despatx 1 2 2.5 5 C#*D#*E#*F# 1 2 5 10 C#*D#*E#*F# Part connexi amb part nova coronament empit 1 1.8 1.8 C#*D#*E#*F# dintell finetra 1 1.8 1.8 C#*D#*E#*F# Sala biblioteca 1 8.35 1.7 14.195 C#*D#*E#*F# 1 4.1 1.7 6.97 C#*D#*E#*F# 1 4.1 1.7 6.97 C#*D#*E#*F# 1 8.45 1.7 14.365 C#*D#*E#*F# Aula informtica 1 1.95 1.7 3.315 C#*D#*E#*F# Sala reunions 1 5 1.7 8.5 C#*D#*E#*F# 1 5.35 1.7 9.095 C#*D#*E#*F# Despatx 1 3.4 1.7 5.78 C#*D#*E#*F# 1 5.1 1.7 8.67 C#*D#*E#*F# Rack 1 1.9 1.7 3.23 C#*D#*E#*F# Vestibul 1 2.45 1.7 4.165 C#*D#*E#*F# Llinda per connexi part nova 1 1.75 .7 .2 .245 C#*D#*E#*F# Empit paret connexi amb part nova 1 1.75 .7 .15 .18375 C#*D#*E#*F# Laterals matxons porta emergncia 2 .3 2.25 .15 .2025 C#*D#*E#*F# Magatzem 1 1.95 2.6 5.07 C#*D#*E#*F# 1 2.85 2.6 7.41 C#*D#*E#*F# 1 1.95 2.6 5.07 C#*D#*E#*F# 1 1.1 2.6 2.86 C#*D#*E#*F# QH T v ) )ʭ9sy0?l@l@l@l@@@@@__BAF7AL03Balconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi [@ -uBAF7AL03ETVEN.3VEN.3KAA77777333333)' 0?P@P@P@P@@@@__BAF7AL02Balconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi <@uBAF7AL02ETVEN.3VEN.3KAA77777333333)' 0?333333?333333?333333?333333?Z@l(P)**+P,p#0$̠̠__B0A61600Tac nil D=6-8mm,+vis.@=uB0A61600ETVEN.2VEN.3 0?(\?(\?(\?(\?Z@tre 46 i 55 mm d'amplria"ظ̠̠__B6B11200Muntant planxa acer galv.params.vert.,ampl.=46-55mmf@=mB6B11200ETVEN.2VEN.3 0?= ףp=?= ףp=?= ףp=?= ףp=?Z@ntre 46 i 55 mm d'amplria"̠̠__B6B12200Canal planxa acer galv.params.horitz.,ampl.=46-55mmg@=mB6B12200ETVEN.2VEN.3 0?Q?Q?Q?Q?q@ de guix laminat"̠̠̠̠̠̠̠__B6BZ1A10Banda acstica autoadhesiva fins a 50 mm. d'amplria per a junts de plaques de guix laminat]@=mB6BZ1A10ETVEN.2VEN.3B88.....******  0?????@ mxim"T__B7CZ1400Tac+suport nil p/fix.mat.all.,g<=40mmS@=uB7CZ1400ETB7CZ1400Banc GISA Edificaci Obra NovaVEN.3J@@ 0?@@@@r@c, de 120x60 cm"iddenDescriptio__B8442100Placa gx. l. cel ras g=10mm acab.vinlic,120x60 cm\@=m2B8442100ETVEN.2VEN.3 0?@@@@r@r a cel ras de plaques de 60x120__B84ZA0B0Entramat metl.lic vist,susp.barra roscada,p/cel ras plaqu.,60x120cmp@=m2B84ZA0B0ETVEN.2VEN.3-##  0?.@.@.@.@@@iruta de fusta ablom__B843U253Placa de cel ras de fibres vegetals fonoabsorbents, acabat fibra vegetal de viruta de fusta ablomera@=m2B843U253ETVEN.2VEN.3MCC99999555555+' 0?= ףp=@= ףp=@= ףp=@= ףp=@@m jPkll`f0g__B84ZA3B0Entramat metl.lic vist lacat,susp.barra roscada,preu mitj,p/cel ras plaqu.,60x120cm@=m2B84ZA3B0ETB84ZA3B0Banc GISA Edificaci Obra NovaVEN.3zpp444**&&&&&&  LϬϬϬϬϬϬϬϬϬϬϬX\ ` d  ̼ ˼h  l  p  ttttttttt xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx$|(ŀ,,,,,,0È4ŒŒ8883333?Sc*@?333333?E89ACBJ0A012D000@@:53-(& ?@@??KY03U000C200C000@@:53-(& ?zGd@??FJS1U050BJS1U050@@:53-(& -?@j"@?-?E93615B0B064300C@@:53-(& 333333? rh&@?333333?E826UTESA0140000@@:53-(& RQ?e`TR'??RQ?E826UTESB05A2202@@:53-(& ?d;O1@??E826UTESA0127000@@:53-(& ˡE@8ܘ0 @?ˡE@E826UTESB0711020@@:53-(& ?(\u$@??E721BCD7B712A0Z0@@:53-(& 333333?V-o@?333333?E721BCD7A0137000@@:53-(& 333333?5^I ??333333?E721BCD7B7Z24000@@:53-(& RQ?H= @?RQ?ECZ3U003A012E000@@:53-(& ?\@??EC1GU154BC1GU154@@:53-(& ffffff?^I -@?ffffff?EC1GU154A012E000@@:53-(& ?\(Z@??EC1GU000BC1GU000@@:53-(& 333333? rh@?333333?E93A6570A0140000@@:53-(& p= ף?l g@?p= ף?E93A6570B0652050@@:53-(& I +?Af??I +?E93A6570B7C2P100@@:53-(& ?MbX9???E93A6570C2003000@@:53-(& {Gz?1%??{Gz?E7B111D0A0127000@@:53-(& {Gz?St$??{Gz?E7B111D0A0137000@@:53-(& ?5^I ???E7B111D0B7B111D0@@:53-(& y&1?m??y&1?E9Z4AB24A0124000@@:53-(& y&1?䠄??y&1?E9Z4AB24A0134000@@:53-(& ZӼ?£#??ZӼ?E9Z4AB24B0A14200@@:53-(& ?-[닄???E9Z4AB24D0B341C4@@:53-(& {Gz?1%??{Gz?E7A1220NA0127000@@:53-(& {Gz?St$??{Gz?E7A1220NA0137000@@:53-(& @Cl@?@E7A1220NB7Z24000@@:53-(& Q?xz,C??Q?E7C21431A0122000@@:53-(& Q?&†??Q?E7C21431A0140000@@:53-(& ?-!@??E7C21431B7C21430@@:53-(& ?Cl@??K21DU001A0140000@@:53-(& ?p= c2@??E21R1010A0140000@@:53-(& ?= ףp5@??E21R1010A0121000@@:53-(& ?Q@??E21R1010CRE23000@@:53-(& ?`F@??E21R1010C1503000@@:53-(& ?"~7@??E21R1010C1315020@@:53-(& @HzG@@?@K2192311C1101200@@:53-(& @HzS@?@K2192311A0150000@@:53-(& ? r @??K2192311C1315010@@:53-(& ?Cl@??K2192311A0140000@@:53-(& {Gz? ??{Gz?K168Z005A0140000@@:53-(& 333333?y&1@?333333?K168Z005C1315010@@:53-(& ? r@??E2221852C1315010@@:53-(&ЬX\ ` ``````````````````````````````````````````````````````` d  h  l  p  t x$|(,0È48< MbP?p>?P??MbP?ED352355B0111000@@:53-(& -C6j?֋hW??-C6j?ED352355B0512401@@:53-(& %u?#4 @?%u?ED352355B064300C@@:53-(& DJ?g,N@?DJ?ED352355D070A4D1@@:53-(& @= ףpE@?@ED352355A0122000@@:53-(& sh|C@^2#@?sh|C@ED352355B0F1D2A1@@:53-(&  ףp= @d`TU@? ףp= @K21D3511A0140000@@:53-(& RQ?٬\m??RQ?ECZ3U003C2007000@@:53-(& q= ףp?z6@?q= ףp?E812U112A0149000@@:53-(& ?9v???E812U112B0521200@@:53-(& ~jt???~jt?E812U112D07J1100@@:53-(&  rh?E_AQ$@? rh?E812U412A0129000@@:53-(& y&1?}k,??y&1?E812U412D07J1100@@:53-(& ?9v???E812U412B0521200@@:53-(&  rh?N @? rh?E812U412A0149000@@:53-(& Q?58EGr @?Q?E65A4545A012M000@@:53-(&  ףp= ? ?? ףp= ?E65A4545A013M000@@:53-(& Q?ʡE??Q?E65A4545B0A4A400@@:53-(& @??@E65A4545B0A61600@@:53-(& K7A` @4 @?K7A` @E65A4545B6B11200@@:53-(& p= ף?37??p= ף?E65A4545B6B12200@@:53-(& RQ?48EG??RQ?E65A4545B6BZ1A10@@:53-(& 333333? rh@?333333?E8J35B7UA0140000@@:53-(& 333333?Sc@?333333?E8J35B7UA0122000@@:53-(& -C6j?WCK??-C6j?E8J35B7UD0701461@@:53-(& RQ?O@?RQ?E8J35B7UBOGAU2E7@@:53-(& = ףp=?a4??= ףp=?E844U001B7JZ00E1@@:53-(&  ףp= ?7d@? ףp= ?E844U001A0127000@@:53-(& {Gz?St$??{Gz?E844U001A0137000@@:53-(& ?A`"???E844U001B0527030@@:53-(&  ףp= ?ё\C?? ףp= ?E844U001B0A44000@@:53-(& = ףp=?G??= ףp=?E844U001B7J500ZZ@@:53-(& (\?Gz@?(\?E844U001B0CC1000@@:53-(& {Gz? ??{Gz?E844U001A0140000@@:53-(& {Gz?1%??{Gz?E844U001A0122000@@:53-(& ?-!@??E844U001B7C21430@@:53-(& @333333??@E844U001B7CZ1400@@:53-(& )\(?ZB>Y@?)\(?E84421AAA0127000@@:53-(& Q????Q?E84421AAA0137000@@:53-(& (\?A`"@?(\?E84421AAB8442100@@:53-(& ?@??E84421AAB84ZA0B0@@:53-(& ?= ףp=@??E843U253B84ZA3B0@@:53-(& Q?@ǘ??Q?E843U253A0140000@@:53-(& q= ףp?鷯@?q= ףp?E843U253A012M000@@:53-(& ?333330@??E843U253B843U253@@:53-(&LVALeJc{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Cales en revestiments o estructures per a descobrir la base o l'estat de l'element, o extreure mostres per a analitzar.\par S'han considerat els seg\'fcents elements :\par - Cala d'inspecci\'f3 en armadura en pilar o biga de formig\'f3 amb mitjans manuals i c\'e0rrega manual de runa sobre contenidor\par - Cala d'inspecci\'f3 en paret de pedra natural amb mitjans manuals, per a recollida de mostra\par - Estudi de l'estat i extensi\'f3 de les pintures murals mitjan\'e7ant un nombre aproximat de 10 cales de 10x10 cm de dimensi\'f3 promig, practicades sobre el parament amb l'eliminaci\'f3 de les capes pr\'e8vies a la capa pict\'f2rica, amb mitjans manuals, retirada de la runa i neteja final\par - Estudi de l'estat i extensi\'f3 de les pintures murals mitjan\'e7ant un nombre aproximat de 10 cales de 10x10 cm de dimensi\'f3 promig, practicades sobre voltes amb l'eliminaci\'f3 de les capes pr\'e8vies a la capa pict\'f2rica, amb mitjans manuals, retirada de la runa i neteja final\par - Cala en cel ras per a inspecci\'f3 d'estructura, amb mitjans manuals\par - Cala en revestiment de guix per inspecci\'f3 de diferents capes i material de base amb mitjans manuals\par - Cala en revestiment de morter per inspecci\'f3 diferents capes i material de base amb mitjans manuals\par - Cala en paviment de rajoles de fins a 50x50 cm, i retirada de la subbase fins a descobrir l'estructura inferior, amb mitjans manuals\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de laLVALd zona de treball\par - Determinaci\'f3 del lloc on s'han de fer les cales\par - Execuci\'f3 de la cala amb els mitjans adients\par - Trossejament i apilada de la runa\par - C\'e0rrega de la runa sobre cami\'f3 o contenidor\par - Confecci\'f3 d'informe amb les dades obtingudes\par CONDICIONS GENERALS:\par La cala ha d'estar feta als llocs indicats a la DT, amb les modificacions acceptades expressament per la DF.\par Les mides de la cala han de ser suficients per poder inspeccionar l'estructura interior.\par Si cal introduir una persona parcialment, aquestes mides seran de 60x60 cm com m\'ednim.\par No hi ha d'haver elements estructurals afectats.\par Els materials han de quedar suficientment trossejats i apilats per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposin i de les condicions de transport.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha de seguir l'ordre de treballs previst a la DT.\par La zona afectada per les obres ha de quedar convenientment senyalitzada\par La part per a enderrocar no ha de tenir instal\'b7lacions en servei.\par El paviment no ha de tenir conductes d'instal\'b7laci\'f3 en servei a la part per arrencar. S'han de desmuntar els aparells d'instal\'b7laci\'f3 i de mobiliari existents, aix\'ed com qualsevol element que pugui destorbar la feina.\par Abans de comen\'e7ar l\'92enderroc es neutralitzaran totes les instal\'b7lacions que puguin ser afectades.\par Els estudis per a determinaci\'f3 de l'estat i extensi\'f3 de pintures murals, els han de fer restauradors i ajudants de restauradors, amb titulaci\'f3 reconeguda oficialment.\par Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par S'ha d'evitar la formaci\'f3 de pols.\par Quan s\'92apreci\'ef alguna anomalia, es notificar\'e0 immediatament a la DF.\par En cas d'imprevistos ( olors de gas, etc.) o quan l'enderrocament pugui afectar les construccions, s'han de suspendre les obres i avisar a la DF.\par No es dipositar\'e0 runa damunt de les basLVALtides.\par No s\'92acumular\'e0 runa en tanques, murs i suports propis que hagin de mantenir-se a peu dret o d\'92edificacions i elements aliens a l\'92enderroc.\par No s\'92acumular\'e0 runa amb un pes superior als 100 Kg/m2 damunt de sostres, encara que estiguin en bon estat.\par L'operaci\'f3 de c\'e0rrega s'ha de fer amb les precaucions necess\'e0ries per a aconseguir unes condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par S'ha de trossejar la runa per tal de facilitar-ne la c\'e0rrega amb mitjans manuals.\par Els materials d'aplec i posterior reaprofitament es col\'b7locaran en una zona ampla i arrecerada.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat amidat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }wU  @ @ @ @ QH6666`WQH6666 =QHL<o:DbL6U8HJ6@ QHL<o:DbO6D68>B8 ?QHOO8::sJ68:D666QHOO8::sJ68<D666QHOO8::sJ68>6666QHOO8::sL6@J:86<QHOO8::sL6D88686QHOO8::sL6SWF8D:QHQ88:8>J68::666 QHQ88:8>J68>6666 QHQ88:8>L6888666 QHQ88:8>L6<8:@66 QHQ88:8>L6@8:>68 QHQ88:8>LHQ88:66 QHQ88:8>O666֏QHf:omJiJ68:D666^QHf:omJiJ68<D666]QHf:omJiLHf:omJi\QHoBo66@J68:D666֖QHoBo66@L6D88686֕QHoBo66@LHoBo66@֔QHx:8866J68:F6661QHx:8866J68>66660QHx:8866M:66D666/QHx:8866M:66D666/QHx:8866M:66D666/QHx:8866M:66D666/QHx:8866M:66D666/QHx:8866M:66D666/QHx:J866M:66H666(QHx:J866M:66H666(QHx:J866M:66H666(QHx:J866M:66H666(QHx:J866M:66H666(QHx>JJ8FJ68:>666/QHx>JJ8FJ68<>6660QHx>JJ8FL6J8>:661QHx>JJ8FO6L<>8JL:>J68:>666`'QHx>JL:>J68<>666`&QHx>JL:>L6J8>:66`%QHx>JL:>O6L<>8M>`$QJbJo8FBLJbJo8FB֘QJhOLf8JLJhOLf8JHQM8\8@6:J68:Q666 QM8\8@6:L6JB8@66 QM8\8@6:L6JF8686 QM8\8@6:LM8\8@66 QMx<o66>J68:Q666QMx<o66>M:66D666QO888L:8J68:[666!QO888L:8J68<[666"QO888L:8LO8<8:HLQO888L:8LOs<L:66QO888L:8LOv<L:66 QO888LD8J68:[666QO888LD8J68<[666QO888LD8LO8<8DHLQO888LD8LOs<LD66QO888LD8LOv<LD66QO8@LBD8J68:D666QO8@LBD8J68<D666QO8@LBD8LO8<8BDLA?QO8@LBD8LO8x::66A>QO8@LBD8LOs<LB66A6666QO<@<<@@L6888666QO<@<<@@L6@8:>68QO<@<<@@L6B><66MQO<@<<@@L6S8O:J8QO<@<<@@LOO8QO<@O<@@J68::666QO<@O<@@J68>6666QO<@O<@@L6888666QO<@O<@@L6@8:>68 QO<@O<@@L6B><66M QO<@O<@@L6S8O:J8 QO<@O<@@O6D6J>O8 QO@88886J68::666A;LVALePi{\rtf1\ansi\ansicpg1252\uc0\deff1{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fswiss\fcharset0\fprq0 Arial;} {\f2\fmodern\fcharset0\fprq1 Courier New;} {\f3\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f1\fs20 Normal;}{\*\cs10\additive Default Paragraph Font;}{\s16\f1\fs24 [Normal];}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\s16\plain\f2\fs24 1.DEFINICI\loch\f2\hich\f2 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\plain\f1\fs18 DEFINICI\loch\f1\hich\f1 \'d3: \par Paviments de formig\'f3 vibrat o de formig\'f3 lleuger d'argila expandida, acabats amb lliscat afegint ciment p\'f2rtland o pols de quars.\par S'han considerat les col.locacions del formig\'f3 seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Amb estenedora de formig\'f3\par - Amb regle vibratori\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par En l'estesa amb estenedora:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col.locaci\'f3 d'elements de guiat de les m\'e0quines\par - Col.locaci\'f3 del formig\'f3\par - Realitzaci\'f3 de la textura superficial\par - Protecci\'f3 del formig\'f3 i cura\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 En l'estesa amb regle vibratori:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Preparaci\'LVAL\[h{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Arrencada d\'92arbres, arrels i part a\'e8ria, amb c\'e0rrega manual o mec\'e0nica sobre cami\'f3 o contenidor.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Tala de les branques \par - Tall del tronc\par - Arrencada de la soca i arrels principals\par - Trossejament i apilada de les branques i arrels\par - C\'e0rrega sobre el cami\'f3 o contenidor de banques, arrels i brossa resultant\par - Reblert del clot amb terres adequades\par CONDICIONS GENERALS:\par Els materials han de quedar suficientment trossejats i apilats per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposin i de les condicions de transport.\par Els materials han de quedar apilats i emmagatzemats en funci\'f3 de l'\'fas a que es destinin (transport a abocador, reutilitzaci\'f3, eliminaci\'f3 en obra, etc.).\par Un cop acabats els treballs, la base ha de quedar neta de restes de material.\par El forat de la soca ha d\'92estar reblert amb terres adequades, compactades amb el mateix grau que les del voltant.\par No han de quedar soterrades al terreny arrels de di\'e0metre superior a 10 cm.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par Nom\'e9s s\'92han d\'92arrancar els arbres que indicats a la DT.\par El contractista ha d'elaborar un programa de treball que ha de ser aprovat per la DF abans d'iniciar els treballs, on s'ha d'especificar, com a m\'ednim:\par - M\'e8tode de treball i fases\par LVAL- Apuntalaments necessaris\par - Estabilitat i protecci\'f3 de les construccions i elements de l'entorn i els que s'han de conservar\par - Manteniment i substituci\'f3 provisional dels serveis afectats per els treballs\par - Mitjans d'evacuaci\'f3 i especificaci\'f3 de les zones d'abocament dels productes resultants\par - Cronograma dels treballs\par - Pautes de control i mesures de seguretat i salut\par S'han de talar primer les branques laterals, deixant net el tronc.\par S\'92ha de garantir que la caiguda del tronc no afectar\'e0 a cap construcci\'f3 o servei p\'fablic.\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par La zona afectada per les obres ha de quedar convenientment senyalitzada.\par L'execuci\'f3 dels treballs no han de produir desperfectes, mol\'e8sties o perjudicar les construccions, b\'e9ns o persones de l'entorn.\par S'ha d'evitar la formaci\'f3 de pols.\par En acabar la jornada no s'han de deixar elements amb perill d'inestabilitat.\par En cas d'imprevistos (terrenys inundats, olors de gas, etc.) o quan l'arrancada pugui afectar les construccions ve\'efnes, s'han de suspendre les obres i avisar a la DF.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par S'ha de complir la normativa vigent en mat\'e8ria mediambiental, de seguretat i salut i d'emmagatzematge i transport de productes de construcci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par unitat d\'92arbre realment arrancat, aprovat per la DF.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *Orden de 10 de febrero de 1975 por la que se aprueba la Norma Tecnol\'f3gica de la Edificaci\'f3n: NTE-ADD/1975 Acondicionamiento del terreno. Desmontes. Demoliciones\par\pard\par }LVALnf3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col.locaci\'f3 dels encofrats laterals\par - Col.locaci\'f3 del formig\'f3\par - Realitzaci\'f3 de la textura superficial\par - Protecci\'f3 del formig\'f3 i cura\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par CONDICIONS GENERALS:\par La superf\'edcie del paviment ha de presentar una textura uniforme i no ha de tenir segregacions.\par Hi ha d'haver els junts de retracci\'f3 i de dilataci\'f3 especificats a la D.T. o, en el seu defecte, els indicats per la D.F.\par Aquests junts han de complir les especificacions del seu plec de condicions.\par Les lloses no han de presentar esquerdes.\par Els cantells de les lloses i els llavis dels junts que presentin estelladures s'han de reparar amb resina epoxi, segons les instruccions de la D.F.\par L'amplada del paviment no ha de ser inferior en cap cas a la prevista a la D.T.\par El gruix del paviment no ha de ser inferior en cap punt al previst a la D.T.\par La fond\'e0ria de la textura superficial determinada pel cercle de sorra segons la norma NLT-335 ha d'estar compresa entre 0,70 mm i 1 mm.\par Resist\'e8ncia caracter\'edstica estimada del\par\pard\qj\sl240\slmult0 formig\'f3 de la llosa (Fest) al cap de 28 dies\tab >= 0,9 x Fck\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 Resist\'e8ncia a flexotracci\'f3 als 28 dies (segons UNE 83-305):\par\pard\qj\sl240\slmult0 - Per a formig\'f3 HP-35\tab >= 35 kg/cm2\par\pard\qj\sl240\slmult0 - Per a formig\'f3 HP-40\tab >= 40 kg/cm2\par\pard\qj\sl240\slmult0 - Per a formig\'f3 HP-45\tab >= 45 kg/cm2\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 Toler\'e0ncies d'execuci\'f3:\par\pard\qj\sl240\slmult0 - Nivell\tab \'b1 10 mm\par\pard\qj\sl240\slmult0 - Planor\tab \'b1 5 mm/3 m\par\pard\s16\par\par\par 2LVALc^k{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Demolici\'f3 d'elements que formen part d'una xarxa de sanejament o de drenatge, amb mitjans manuals o mec\'e0nics.\par S'han considerat els elements seg\'fcents:\par - Claveguera, claveguer\'f3 o cuneta de formig\'f3 amb o sense solera de formig\'f3\par - Pou, embornal o interceptor de ma\'f3 amb o sense solera de formig\'f3\par - Canonada d'acer corrugat de 200 cm de di\'e0metre com a m\'e0xim\par - Baixant\par - Xemeneia d\'92obra cer\'e0mica amb revestiment\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Enderroc de l'element amb els mitjans adients\par - Tall d'armadures i elements met\'e0l\'b7lics\par - Trossejament i apilada de la runa\par - C\'e0rrega de la runa sobre el cami\'f3\par - Neteja i aplec de les peces en el cas que aquestes siguin recuperades\par CONDICIONS GENERALS:\par Els materials han de quedar suficientment trossejats i apilats per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposin i de les condicions de transport.\par Els materials han de quedar apilats i emmagatzemats en funci\'f3 de l'\'fas a que es destinin (transport a abocador, reutilitzaci\'f3, eliminaci\'f3 en obra, etc.).\par Un cop acabats els treballs, la base ha de quedar neta de restes de material.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'ha de treballar amb pluja, neu o vent superior als 60 km/h.\par S'ha de seguir l'ordre de treballs previst a la DT.\par L'excavaci\'f3 del terreny circumdant s'ha de fer alternativament a amLVALlbd\'f3s costats, de manera que mantinguin el mateix nivell.\par Ha d'estar fora de servei.\par Qualsevol conducci\'f3 que empalmi amb l'element ha de quedar obturada.\par S'han de protegir els elements de servei p\'fablic que puguin resultar afectats per les obres.\par La zona afectada per les obres ha de quedar convenientment senyalitzada.\par L'execuci\'f3 dels treballs no han de produir desperfectes, mol\'e8sties o perjudicar les construccions, bens o persones de l'entorn.\par S'ha d'evitar la formaci\'f3 de pols, pel que cal regar les parts que s'hagin de demolir i carregar.\par En cas d'imprevistos (terrenys inundats, olors de gas, etc.) o quan l'enderrocament pugui afectar les construccions ve\'efnes, s'han de suspendre les obres i avisar a la DF.\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par La runa s'ha de desinfectar abans de ser transportada.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par S'ha d'impedir l'entrada d'aig\'fces superficials a la rasa.\par No s'han d'acumular terres o runa a les vores de l'excavaci\'f3, a una dist\'e0ncia <= 60 cm.\par En cas de demolici\'f3 o retirada de materials que continguin amiant i pr\'e8viament a l\'92inici de les feines, l\'92empresa encarregada d\'92executar-les haur\'e0 d\'92establir un pla de treball que ha de ser aprovat per l\'92autoritat de treball.\par Quan t\'e8cnicament sigui possible, l\'92amiant o els materials que el continguin han de ser retirats abans de comen\'e7ar les operacions de demolici\'f3.\par En els treballs amb risc d\'92amiant s\'92han de prendre les mesures de protecci\'f3 individuals i col\'b7lectives establertes a l\'92Ordre de 31 d\'92octubre de 1984.\par Per tal de garantir un nivell baix d\'92emissions de fibres d\'92amiant respirables, s\'92han d\'92utilitzar eines de tall lent i eines amb aspiradors de pols d\'92acord amb l\'92establert a la UNE 88411.\par LeLVALms zones de treball on existeixi risc d\'92exposici\'f3 a l\'92amiant han d\'92estar clarament delimitades i senyalitzades.\par Els residus que continguin amiant s\'92han de recollir i traslladar fora del lloc de treball, el m\'e9s aviat possible, en recipients tancats que imipideixin l\'92emissi\'f3 de fibres d\'92amiant a l\'92ambient.\par Aquests recipients han d\'92anar senyalitzats amb etiquetes d\'92advert\'e8ncia de perill.\par S'ha de complir la normativa vigent en mat\'e8ria mediambiental, de seguretat i salut i d'emmagatzematge i transport de productes de construcci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par CLAVEGUER\'d3, CANONADA, INTERCEPTOR, CUNETA O CONDUCTES D\'92EVACUACI\'d3:\par m de llarg\'e0ria realment enderrocat, amidat per l'eix de l'element, segons les especificacions de la DT.\par POU:\par m de fond\'e0ria realment enderrocada, segons les especificacions de la DT.\par ENDERROC XEMENEIA:\par m3 volum realment enderrocat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par *Orden FOM/1382/2002 de 16 de mayo, por la que se actualizan determinados art\'edculos del pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes relativos a la construcci\'f3n de explanaciones, drenajes y cimentaciones.\par Orden de 31 de octubre de 1984 por la que se aprueba el Reglamento sobre trabajos con riesgo de amianto.\par Orden de 7 de enero de 1987 por la que se establecen normas complementarias del Reglamento sobre trabajos con riesgo de amianto.\par Orden de 26 de julio de 1993 por la que se modifican los art\'edculos 2, 3 y 13 de la orden de 31 de octubre de 1984 por la que se aprueba el reglamento sobre trabajos con amianto y el art\'edculo 2 de la Orden de 7 de enero de 1987 por la que se establecen normas complementarias al citado Reglamento\par *Orden de 10 de febrero de 1975 por la que se aprueba la No4LVALDrma Tecnol\'f3gica de la Edificaci\'f3n: NTE-ADD/1975 Acondicionamiento del terreno. Desmontes. Demoliciones\par *UNE 88411:1987 Productos de amiantocemento. Directrices para su corte y mecanizado en obra.\par\pard\par }LVALo.CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 CONDICIONS GENERALS:\par La capa no s'ha d'estendre fins que s'hagi comprovat que la superf\'edcie sobre la que ha d'assentar-se t\'e9 les condicions de qualitat i formes previstes, amb les toler\'e0ncies establertes. Si en aquesta superf\'edcie hi ha defectes o irregularitats que excedeixen les tolerables, s'han de corregir abans de l'execuci\'f3 de la partida d'obra.\par S'han d'aturar els treballs quan la temperatura ambient sigui <= 2\'b0C.\par Quan la temperatura ambient sigui superior als 25\'b0C, s'ha de controlar constantment la temperatura del formig\'f3, que no ha de superar en cap moment els 30\'b0C.\par En temps calor\'f3s, o amb vent i humitat relativa baixa, s'han d'extremar les precaucions per a evitar dessecacions superficials i fissuracions, segons les indicacions de la D.F.\par S'ha d'interrompre el formigonament quan plogui amb una intensitat que pugui provocar la deformaci\'f3 del cantell de les lloses o la p\'e8rdua de la textura superficial del formig\'f3 fresc.\par Entre la fabricaci\'f3 del formig\'f3 i el seu acabat no pot passar m\'e9s d'1 h. La D.F. podr\'e0 ampliar aquest termini fins a un m\'e0xim de 2 h.\par Davant de la reglada enrasadora s'ha de mantenir en tot moment i a tota l'amplada de la pavimentadora un exc\'e9s de formig\'f3 fresc en forma de cord\'f3 de varis cent\'edmetres d'al\'e7ada.\par La llarg\'e0ria de la reglada enrasadora de la pavimentadora ha de ser suficient per a que no s'apreci\'efn ondulacions a la superf\'edcie del formig\'f3.\par L'abocada i l'estesa s'han de realitzar prenent cura d'evitar segregacions i contaminacions.\par Els talls de formigonat han de tenir tots els accessos senyalitzats i acondicionats per a protegir el paviment constru\'eft.\par Als junts longitudinals s'ha d'aplicar un producte antiadherent al cantell de la franja ja constru\'efda. S'ha de cuidar que el forLVALpmig\'f3 que es col.loqui al llarg d'aquest junt sigui homogeni i quedi compactat.\par S'han de disposar junts transversals de formigonament al final de la jornada, o quan s'hagi produ\'eft una interrupci\'f3 del formigonament que faci t\'e9mer un inici de l'adormiment al front d'avan\'e7.\par Sempre que sigui possible s'han de fer coincidir aquests junts amb un de contracci\'f3 o de dilataci\'f3, modificant si \'e9s necessari la situaci\'f3 d'aquells, segons les instruccions de la D.F.\par Si no es pot fer d'aquesta forma, s'han de disposar a m\'e9s d'1,50 m de dist\'e0ncia del junt m\'e9s proper.\par S'han de retocar manualment les imperfeccions dels llavis dels junts transversals de contracci\'f3 executats al formig\'f3 fresc.\par S'ha de prohibir el reg amb aigua o l'extensi\'f3 de morter sobre la superf\'edcie del formig\'f3 fresc per a facilitar el seu acabat.\par On sigui necessari aportar material per a corregir una zona baixa, s'ha d'utilitzar formig\'f3 no est\'e8s.\par En el cas que es formigoni en dues capes, s'ha d'estendre la segona abans que la primera comenci el seu adormiment. Entre la posada a l'obra de les dues capes no ha de passar m\'e9s d'1 hora.\par En el cas que s'aturi la posada a l'obra del formig\'f3 m\'e9s de 1/2 h, s'ha de cobrir el front de forma que no s'evapori l'aigua.\par L'agregat per a l'acabat del paviment s'ha d'escampar uniformement sobre el formig\'f3 fresc en una quantitat de 2/3 del total i s'ha de passar la m\'e0quina allisadora. Tot seguit s'ha d'estendre la resta de l'agregat i s'ha d'allisar mec\'e0nicament.\par Quan el formig\'f3 estigui fresc, s'han d'arrodonir els cantells de la capa amb una aplanadora corba de 12 mm de radi.\par En el cas que no hi hagi una il.luminaci\'f3 suficient a criteri de la D.F., s'ha d'aturar el formigonament de la capa amb una antelaci\'f3 suficient per a que es pugui acabar amb llum natural.\par La D.F. podr\'e0 autoritzar la substituci\'f3 de les textures per estriat o ranurat per una denudaci\'f3 qu\'edmica de la superf\'edLVALcie del formig\'f3 fresc.\par S'han de curar totes les superf\'edcies exposades de la llosa, incloses les seves vores tan aviat com quedin lliures.\par S'ha de tornar a aplicar producte de cura sobre les zones en qu\'e8 la pel.l\'edcula formada s'hagi fet malb\'e9 durant el per\'edode de cura.\par Durant el per\'edode de cura i en el cas d'una gelada imprevista, s'ha de protegir el formig\'f3 amb una membrana de pl\'e0stic aprovada per la D.F., fins al mat\'ed seg\'fcent a la seva posada a l'obra.\par S'ha de prohibir tot tipus de circulaci\'f3 sobre la capa durant els 3 dies seg\'fcents al formigonament de la mateixa, a excepci\'f3 del imprescindible per a l'execuci\'f3 de junts i la comprovaci\'f3 de la regularitat superficial.\par El tr\'e0nsit d'obra no ha de circular abans de 7 dies de l'acabat del paviment.\par L'obertura a la circulaci\'f3 ordin\'e0ria no s'ha de fer abans de 14 dies de l'acabat del paviment.\par\par ESTESA AMB ESTENEDORA:\par El cam\'ed de rodadura de les m\'e0quines s'ha de mantenir net amb els dispositius adequats acoblats a les mateixes.\par Els elements vibratoris de les m\'e0quines no s'han de recolzar sobre paviments acabats, i han de deixar de funcionar a l'instant que aquestes s'aturin.\par L'espaiament dels piquets que sustentin el cable de guia de l'estenedora no ha de ser superior a 10 m.\par Aquesta dist\'e0ncia s'ha de reduir a 5 m a les corbes de radi inferior a 500 m i als acords verticals de par\'e0metre inferior a 2000 m.\par S'ha de tensar el cable de guia de forma que la seva fletxa entre dos piquets consecutius no sigui superior a 1 mm.\par S'ha de protegir la zona dels junts de l'acci\'f3 de les erugues interposant bandes de goma, xapes met\'e0l.liques o d'altres materials adequats en el cas que es formigoni una franja junt a un altra existent i s'utilitzi aquesta com a guia de les m\'e0quines.\par En cas que la maquin\'e0ria utilitzi com a element de rodadura una vorada o una franja de paviment de formig\'f3 pr\'e8viament constru\'eft, han d'haver assolitLVALEnnnnnnnn  T TT, ,,[[[[[[[88ǽǽǽxx55ƶlIyyyyA Coronament coberta 1.000 10.600 10.600 C#*D#*E#*F# 1.000 4.100 4.100 C#*D#*E#*F# 1.000 9Coronament coberta 1.000 10.600 10.600 C#*D#*E#*F# 1.000 4.100 4.100 C#*D#*E#*F# 1.000 9.500 9.500 C#*D#*E#*F# 1.000 19.400 19.400 C#*D#*E#*FCorPart rapliaci sales Part rapliaci sales treball 1 1 1 C#*D#*E#*F# Part rePart rapliaci sales treball 1 1 1 C#*D#*E#*F# Part reformada. vestibul 1 1 1 C#*D#*E#*F# Part reformada. espai treball Per control furts 1Per control furts 1 1 1 C#*D#*E#*F# Per control furts 1 2 2 C#*D#*E#*F# Control furts 1 1 1 C#*D#*E#*F# Mostrador control 1.000 1.000 1.000 C#*D#*E#*F# Mostrador control 1.000 1.000 1.000 C#*D#*E#*F# Pas minusvlids 1 1 1 C#*D#*E#*F# Registre maquines part reformada 1 4 4 C#*D#*E#*F# 1.000 1.000 1.000 1.000 1.000 C#*D#*E#*F# 6.000 3.000 20.000 360.000 0 C#*D#*E#*F# 6.000 6.000 0 C#*D#*E#*F# 25.000 25.000 0 C#*D#*E#*F# 45.000 45.000 0 C#*D#*E#*F# Part rapliaci sales treball 1 1 1 C#*D#*E#*F# Part reformada. vestibul 1 1 1 C#*D#*E#*F# Part reformada. espai treball 1 4 4 C#*D#*E#*F# Part reformada. espai silenci 1 11 11 C#*D#*E#*F# Reixat sala instal.lacions S.2 1 1 1 C#*D#*E#*F# Folrat fixos entre AL.2/AL.3 3 .35 2.25 2.3625 C#*D#*E#*F# Repassos 1 1 1 C#*D#*E#*F# Coronament coberta 1.000 10.600 10.600 C#*D#*E#*F# 1.000 4.100 4.100 C#*D#*E#*F# 1.000 9.500 9.500 C#*D#*E#*F# 1.000 19.400 19.400 C#*D#*E#*F# 1.000 6.500 6.500 C#*D#*E#*F# Armat muret de coberta vert. 1d.12 cada 20 cm l.0,55 cm. .2 10.6 .55 .89 1.03774 C#*D#*E#*F# .2 4.1 .55 .89 .40139 C#*D#*E#*F# .2 9.5 .55 .89 .93005 C#*D#*E#*F# .2 19.4 .55 .89 1.89926 C#*D#*E#*F# .2 6.5 .55 .89 .63635 C#*D#*E#*F# horitz. 1d.12 1 10.6 .89 9.434 C#*D#*E#*F# 1 4.1 .89 3.649 C#*D#*E#*F# 1 9.5 .89 8.455 C#*D#*E#*F# 1 19.4 .89 17.266 C#*D#*E#*F# 1 6.5 .89 5.785 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# Per muret coberta 1 10.6 .4 4.24 C#*D#*E#*F# 1 4.1 .4 1.64 C#*D#*E#*F# 1 9.5 .4 3.8 C#*D#*E#*F# 1 19.4 .4 7.76 C#*D#*E#*F# 1 6.5 .4 2.6 C#*D#*E#*F# Coberta 1 10.65 1 10.65 C#*D#*E#*F# 1 3.8 1 3.8 C#*D#*E#*F# 1 4.3 1 4.3 C#*D#*E#*F# 1 9.3 1 9.3 C#*D#*E#*F# 1 18.3 1 18.3 C#*D#*E#*F# 1 8.6 1 8.6 C#*D#*E#*F# Sobre marquesina 1 8.6 .6 5.16 C#*D#*E#*F# Sobre solera 1 5.75 17.65 101.4875 C#*D#*E#*F# 1 1.9 10.95 20.805 C#*D#*E#*F# 1 4.75 4 19 C#*D#*E#*F# Increment perimetral en part obertures 1 4 .15 .6 C#*D#*E#*F# 1 10.3 .15 1.545 C#*D#*E#*F# 1 7.1 .15 1.065 C#*D#*E#*F# 1 2.8 .15 .42 C#*D#*E#*F# Per tal solera de 20 cm. 1 19.7 .4 7.88 C#*D#*E#*F# 1 9.7 .4 3.88 C#*D#*E#*F# 1 4.8 .4 1.92 C#*D#*E#*F# 1 4 .4 1.6 C#*D#*E#*F# 1 10.3 .4 4.12 C#*D#*E#*F# 1 7.1 .4 2.84 C#*D#*E#*F# Per tal solera de 6 cm 1 4 .15 .6 C#*D#*E#*F# 1 10.3 .15 1.545 C#*D#*E#*F# 1 7.1 .15 1.065 C#*D#*E#*F# Sobre solera 1.000 5.750 17.650 101.488 C#*D#*E#*F# 1.000 1.900 10.950 20.805 C#*D#*E#*F# 1.000 4.750 4.000 19.000 C#*D#*E#*F# Bef+ 4 '  DJHRej| B0FATOTXANESETReforma CAP 'El Castell' . CasW G E51ZELEMENTS AUXILIARS PER A TERRATSPOReforma CAP 'El Castell' . Caso3/ G E51TERRATSPOReforma CAP 'El Castell' . CasU G K21ZELEMENTS AUXILIARS PER A ENDERROCSPOReforma CAP 'El Castell' . Casq51 G B712LMINES BITUMINOSES AMB AUTOPROTECCI MINERALETProjecte del Servei d'Emergnc|@< G E5ZDMINVELLSPOProjecte del Servei d'EmergncW G B0ACCABLESETProjecte del Servei d'EmergncU G E5ZZELEMENTS AUXILIARS PER A COBERTESPOProjecte del Servei d'Emergncp40 G E5ZHBUNERES I REIXES DE DESGUSPOProjecte del Servei d'Emergncj.* G BF52TUBS DE COURE SEMIDURETProjecte del Servei d'Emergncd($ G BF5TUBS I ACCESSORIS DE COUREETProjecte del Servei d'Emergnch,( G BFTUBS I ACCESSORIS PER A GASOS I FLUIDSETProjecte del Servei d'Emergncr62 G E5ZFACROTERIS I GARGOLESPOProjecte del Servei d'Emergncc'# G E5ZELEMENTS ESPECIALS PER A COBERTESPOProjecte del Servei d'Emergnco3/ G E5COBERTESPOProjecte del Servei d'EmergncT G B7B1GEOTXTILSETProjecte del Servei d'EmergncY G B7BGEOTXTILSETProjecte del Servei d'EmergncX G E7B1GEOTXTILS DE POLIPROPILPOProjecte del Servei d'Emergnch,( G B711LMINES BITUMINOSES NO PROTEGIDESETProjecte del Servei d'Emergncp40 G B71LMINES BITUMINOSESETProjecte del Servei d'Emergnca%! G E711MEMBRANES ADHERIDES AMB LMINES BITUMINOSES NO PROTEGIDESPOProjecte del Servei d'EmergncLH G E71MEMBRANES AMB LMINES BITUMINOSES NO PROTEGIDESPOProjecte del Servei d'Emergnc}A= G E93ARECRESCUDES I CAPES DE MILLORAPOProjecte del Servei d'Emergncm1- G B7Z2EMULSIONS BITUMINOSESETProjecte del Servei d'Emergncd($ G B7ZMATERIALS ESPECIALS PER A IMPERMEABILITZACIONS I ALLAMENTSETProjecte del Servei d'EmergncMI G E7A1BARRERES BITUMINOSESPOProjecte del Servei d'Emergncc'# G E7ABARRERES DE VAPOR/ESTANQUITATPOProjecte del Servei d'Emergnck/+ G B7C2PLANXES DE POLIESTIRETProjecte del Servei d'Emergncd($ G B7CMATERIALS PER A ALLAMENTS TRMICS, ALLAMENTS ACSTICS I MATERIALS FONOABSORBENTSETProjecte del Servei d'Emergncd` G E7C2ALLAMENTS AMB PLANXES DE POLIESTIRPOProjecte del Servei d'Emergncs73 G E7CALLAMENTS TRMICS, ALLAMENTS ACSTICS I FONOABSORBENTSPOProjecte del Servei d'EmergncJF GLVALqt{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 d'a\'efllament amb plaques i feltres de diferents materials.\par S'han considerat els materials seg\'fcents:\par - Plaques de poliestir\'e8 extru\'eft\par - Plaques de poliestir\'e8 expandit\par - Plaques de poliestir\'e8 expandit moldejat per a terra radiant\par - Plaques de poliestir\'e8 expandit amb ranures en una de les seves cares\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Amb morter\par - Amb adhesiu\par - Fixades mec\'e0nicament\par - Amb emulsi\'f3 bituminosa\par - Fixades als connectors que uneixen la paret passant amb l'estructura i subjectes a aquests mitjan\'e7ant volanderes de pl\'e0stic\par - Sense adherir\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par A\'efllament amb plaques, feltres i l\'e0mines:\par - Preparaci\'f3 de l'element (retalls, etc.)\par - Neteja i preparaci\'f3 del suport\par - Col\'b7locaci\'f3 de l'element\par CONDICIONS GENERALS:\par L'a\'efllament ha de quedar ben adherit al suport, excepte quan es col\'b7loca no adherit.\par Ha de tenir un aspecte uniforme i sense defectes.\par Les plaques i els feltres han de quedar col\'b7locats a tocar, les plaques han de quedar a trencajunt.\par Ha de ser continu i ha de cobrir tota la superf\'edcie per a\'efllar.\par En les plaques que van fixades als connectors, el junt entre les plaques no ha de coincidir amb el connector de la paret.\par Quan l'a\'efllament porta barrera de vapor (paper kraft), aquesta ha de quedar situada a la cara calenta de l'a\'efllament.\par Quan l'a\'efllament va revestit LVALuamb l\'e0mina pl\'e0stica (protecci\'f3 el\'e0stica, l\'e0mina pl\'e0stica de color blanc o tel decoratiu), aquesta ha de quedar situada a la cara vista de l'a\'efllament.\par Quan l'a\'efllament porta paper kraft o protecci\'f3 el\'e0stica, els junts han de quedar segellats amb cinta adhesiva.\par Junts entre plaques o feltres: <= 2 mm\par Dist\'e0ncia entre punts de fixaci\'f3: <= 70 cm\par PLAQUES MOLDEJADES PER A TERRA RADIANT:\par Les plaques han de quedar encaixades per les vores, col\'b7locades de manera que les ranures per a allotjar els conductes de calefacci\'f3, quedin alineades i siguin cont\'ednues.\par La cara llisa de la placa ha de quedar recolzada sobre la base del paviment i els resalts per a suport dels conductors, han de quedar a la part superior.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'ha de treballar amb vents inferiors a 30 km/h.\par El suport ha de ser net.\par L'a\'efllament s'ha de protegir de la pluja durant i despr\'e9s de la col\'b7locaci\'f3.\par El material col\'b7locat s'ha de protegir d'impactes, de pressions o d'altres accions que el puguin alterar.\par El poliuret\'e0 i el poliestir\'e8 s\'92ha de protegir d\'92una exposici\'f3 solar molt llarga.\par En les plaques col\'b7locades no adherides, s'han de prendre les precaucions necess\'e0ries perqu\'e8 ni el vent ni d'altres accions no el desplacin.\par Qualsevol set a la barrera de vapor, produ\'eft durant l'execuci\'f3, ha de ser reparat amb cinta adhesiva impermeable al vapor.\par PLAQUES COL\'b7LOCADES AMB ADHESIU, OXIASFALT, EMULSI\'d3 BITUMINOSA O PASTA DE GUIX:\par El suport ha d'estar lliure de mat\'e8ries estranyes (pols, greixos, olis, etc.).\par El grau d'humitat del suport ha d'estar dins dels l\'edmits especificats pel fabricant.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a buits, d'acord amb els criteris seg\'fcents:\par - Obertures d'1RLVALb m2 com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1 m2: Es dedueixen el 100%\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALqw{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Planxa r\'edgida d'escuma de poliestir\'e8 amb estructura de c\'e8l\'b7lula tancada amb cantells rectes o amb forma especial per a connectar-se entre s\'ed (encadellat, mitjamossa, etc.) i de superf\'edcie llisa o amb tractament (acanalada, relleu, , ranurada, etc.)\par S'han considerat els tipus seg\'fcents:\par - Poliestir\'e8 expandit amb la cara llisa o ranurada\par - Poliestir\'e8 expandit ondulat o nervat\par - Poliestir\'e8 extru\'eft: expandit per extrusi\'f3 en un proc\'e9s continu\par - Poliestir\'e8 expandit elastificat\par - Poliestir\'e8 expandit moldejat per a terra radiant\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par No ha de tenir defectes superficials (de paral\'b7lelisme a les seves cares, de balcaments, etc.), defectes en la massa detectables a simple vista (d'homogene\'eftat, d'humitat, etc.) o contingut alt d'impureses que es determina per infraroigs.\par Ha de tenir un gruix i una estructura homog\'e8nia a tota la superf\'edcie.\par Les cares han de ser planes i paral\'b7leles, LVALxels angles rectes i les arestes vives.\par Les plaques preparades per a la uni\'f3 entre elles, han de tenir els cantells amb la forma adient per encadellar-los o preparats a mitjamossa, segons el cas.\par Resist\'e8ncia t\'e8rmica (UNE-EN 12667 o UNE-EN 12939): >= 0.025 m2K/W\par Conductivitat t\'e8rmica (UNE-EN 12667 o UNE-EN 12939): <= 0.060 W/mK\par Sobre la mateixa planxa, sobre l\'92etiqueta o sobre l\'92embalatge, han de figurar de forma clara i ben visible, les dades seg\'fcents:\par - Identificaci\'f3 del producte\par - Identificaci\'f3 del fabricant\par - Data de fabricaci\'f3\par - Identificaci\'f3 del torn i del lloc de fabricaci\'f3\par - Classificaci\'f3 segons la reacci\'f3 al foc (determinada segons UNE-EN 13501-1)\par - Resist\'e8ncia t\'e8rmica (determinada segons UNE-EN 12667 o UNE-EN 12939)\par - Conductivitat t\'e8rmica (determinada segons UNE-EN 12667 o UNE-EN 12939)\par - Gruix nominal (determinat segons UNE-EN 823)\par - Codi de designaci\'f3 segons el cap\'edtol 6 de la UNE-EN 13164 per al poliestir\'e8 extru\'eft i la UNE-EN 13163 per al poliestir\'e8 expandit\par - Han de portar el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par - Llarg\'e0ria i ampl\'e0ria nominals\par - Tipus de revestiment, en el seu cas\par POLIESTIR\'c8 EXPANDIT:\par Resist\'e8ncia a la flexi\'f3 (UNE-EN 12089): >= 50 kPa\par Les toler\'e0ncies dimensionals han de complir l\'92especificat en la Taula 1 de la UNE-EN 13163.\par Les caracter\'edstiques dels elements han de complir les especificacions de la UNE-EN 13163.\par POLIESTIR\'c8 EXTRU\'cfT:\par Les caracter\'edstiques de les planxes han de complir les especificacions de la UNE-EN 13164.\par Toler\'e0ncies:\par - Llarg\'e0ria o ampl\'e0ria (UNE-EN 822):\par - L o A < 1000 mm: \'b18 mm\par - L o A >= 1000 mm: \'b110 mm\par - Escairat (UNE-EN 824): \'b1 5 mm\par - Planor (UNE-EN 825):\par - L o A < 1000 mm: \'b17 mm\par - L o A 1000 a 2000 mm: \'LVALyb114 mm\par - L o A 2000 a 4000 mm: \'b1 28 mm\par - L o A > 4000 mm: \'b1 35 mm\par La toler\'e0ncia en el gruix ha de complir l\'92especificat en la UNE-EN 13164.\par PLACA DE POLIESTIR\'c8 EXPANDIT ELASTIFICAT:\par Conductivitat t\'e8rmica a 0\'b0C (UNE 92-201 o UNE 92-202): <= 0,033 W/(m.K)\par Aixafament, sotm\'e8s a 0,04 N/mm2: <= 3 mm\par Rigidesa din\'e0mica: <= 20 N/cm3\par PLACA PER A TERRA RADIANT:\par Ha de dur, en una de les seves cares, resalts per allotjar els conductes de calefacci\'f3, la forma dels quals ha de permetre definir un tra\'e7at correcte de les conduccions.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetades en funda de pl\'e0stic.\par Si el material ha de ser component de la part cega del tancament exterior d\'92un espai habitable, el fabricant ha de declarar el valor del factor de resist\'e8ncia a la difusi\'f3 del vapor d\'92aigua (assajat segons UNE-EN 12086).\par Per al poliestir\'e8 expandit, el valor declarat pot ser el corresponent de la taula D.2. de la UNE-EN 13163, en funci\'f3 de tipus.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par Productes destinats a usos no subjectes a reglamentaci\'f3 sobre reacci\'f3 al foc:\par - Sistema 3: Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat pel laboratori notificat\par Productes per a usos subjectes a reglamentaci\'f3 sobre reacci\'f3 al foc, que en el seu proc\'e8s de producci\'f3 s\'92ha aplicat una millora en la classificaci\'f3 de reacci\'f3 al foc, classificats en classes A1, A2, B i C:\par - Sistema 1: Declaraci\'f3 CE de conformitat del fabricant i Certificat de conformitat CE del producte\par Productes per a usos subjectes a reglamentaci\'f3 sobre reacci\'f3 al foc, que en el seu proc\'e8s de producci\'f3 no s\'92ha aplicLLVAL\at cap millora en la classificaci\'f3 de reacci\'f3 al foc, classificats en classes A1, A2, B i C i productes classificats en classes D i E:\par - Sistema 3: Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat pel laboratori notificat\par Productes per a usos subjectes a reglamentaci\'f3 sobre reacci\'f3 al foc, que no necessiten realitzar l\'92assaig de reacci\'f3 al foc, classificats en classes de A1 a E i productes classificats en classe F:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par El fabricant ha de facilitar, si se li demana, el certificat de conformitat dels valors declarats evaluats segons la UNE-EN 13172.\par Emmagatzematge: Apilades horitzontalment sobre superf\'edcie plana i neta. S'han de protegir de la insolaci\'f3 directa i de l'acci\'f3 del vent.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par POLIESTIR\'c8 EXPANDIT:\par UNE-EN 13163:2002 Productos aislantes t\'e9rmicos para aplicaciones en la edificaci\'f3n. Productos manufacturados de poliestireno expandido (EPS). Especificaci\'f3n.\par POLIESTIR\'c8 EXTRU\'cfT:\par UNE-EN 13164:2002 Productos aislantes t\'e9rmicos para aplicaciones en la edificaci\'f3n. Productos manufacturados de poliestireno extruido (XPS). Especificaci\'f3n.\par UNE-EN 13164/A1:2004 Productos aislantes t\'e9rmicos para aplicaciones en la edificaci\'f3n. Productos manufacturados de poliestireno extru\'eddo (XPS). Especificaci\'f3n.\par\pard\par }l @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@LF><o:@<a$LF>>:866a)LF>xJ6L6a(LF>xJxL6Q68LFF8B:66LLFHxB666  LFHxL666~YLFHxL666~eLFHxL666~iLFHxL666QLFHxL666QzLFHxfO66~QLFHxfO66~aLFHxfQ66 TLFHxfQ66 YLFHxm666ALFxJ8666~TLFxJ8666~dLFxJ8666~hLFxJ8666~lLFxJJ666~\LFxJJ666QLFxJJ666Q|LFxJU666ALH6LHMx8666LHMx8666QFLHMx:666 >LHMx:666 VLHQ88:66 LH[<o866LHf:o6:6֓LHf:omJi\LHfx8>66֏LHoBo66@֔LJLUo668 LJS<J^i8LJS<J^i:LJS<J^i<LJSDJ^6:LJSDJ^6<QPLJSDJ^i>OLJ`88JJ@LJb@J^6:RLJb@J^6<SLJbJo8FB֘LJhOLf8JcLJhOLf8LLJhOLf:M>LJhOMf8JrLJq[o668 qLJq[o66: LJq[o66< }LJq[o66>^LJq[o66@gLJq[o66B\RLJqmo668LJx:o66<?LJxJJi68~HLJxUM`oLM8\8@66 LO8<8:HLLO8<8BDLA?LO8<8DHLLO8x::66A>LOQb8LO@Wo@OJLODSf:B6֤LODSf@od^QaM8868:66M8868:66DM8868:66`M8<888:6=M8<888:6`M8<888:6MM8<888:6RM8<8@686@M8<8@686`M8<8@686` M8<8@686`M8<8@686֦M8<8@686JM8<8@686IM8<8@6:6`M8<8B8O6OM8<<@6F6LM8<<J6<6A"M8<<J6[6֥M8<<J6[6IM8@6<666`M8@6<666~M8D68866M8D68866M8D68866$M8D68866)M8D6>866 M8D6W666>M:668666M:66<666`TM:66D666M:66D666`qM:66D666aM:66D666/M:66L666!M:66L666 M:66W666 M:66f666.M:66f666AM:66f666M:66k666&M:66k666M:66u666DMiQ:<666`O6D68>B8aoO6D68>B8 O6D68B>8O6D68B>8O6D68B>8O6D68F:8A9O6D68F:8BO6D68F:8 O6D6J>O8O6D6J>O8aO6D6J>O8O6D6JFL8$O6DJJ666O6D[8866a{O6D[8866a}O6L:J866O6L:J866 O6L:J866O6L:J866O6L:J866+O6L:J8664O6L:J866AO6L:J866O6L<>88M>`$O6L<>8MBALVALr|{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 d'una barrera de vapor/estaquitat amb pel\'b7l\'edcula o l\'e0mines col\'b7locades adherides o no sobre el suport.\par S'han considerat els materials seg\'fcents:\par - Pel\'b7l\'edcula d'emulsi\'f3 bituminosa aplicada en dues capes\par - L\'e0mina bituminosa\par - Full d'alumini\par - L\'e0mina de polietil\'e8\par S'han considerat les formes de col\'b7locaci\'f3 seg\'fcents:\par - L\'e0mina bituminosa adherida amb oxiasfalt\par - L\'e0mina bituminosa, full d\'92alumini o l\'e0mina de polietil\'e8, col\'b7locades sense adherir\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Barrera amb pel\'b7l\'edcula bituminosa:\par - Neteja i preparaci\'f3 de la superf\'edcie\par - Aplicaci\'f3 del producte amb les capes necess\'e0ries\par Barrera amb l\'e0mina bituminosa col\'b7locada no adherida:\par - Neteja i preparaci\'f3 del suport\par - Col\'b7locaci\'f3 de l'element separador\par - Col\'b7locaci\'f3 de la l\'e0mina\par Barrera amb l\'e0mina bituminosa adherida amb oxiasfalt:\par - Neteja i preparaci\'f3 del suport\par - Aplicaci\'f3 de l'emprimaci\'f3\par - Col\'b7locaci\'f3 de la l\'e0mina\par Barrera amb full d\'92alumini o l\'e0mina de polietil\'e8, col\'b7locades sense adherir:\par - Neteja i preparaci\'f3 del suport\par - Col\'b7locaci\'f3 de la l\'e0mina\par CONDICIONS GENERALS:\par Ha de cobrir tota la superf\'edcie per impermeabilitzar sense discontinu\'eftats.\par La barrera ha d'aconseguir, on s'apliqui, la discontinu\'eftat entre la part inferior i la superior.\par BARRERA AMB PEL\'b7L\'cdCULALVAL} BITUMINOSA:\par L'emulsi\'f3 bituminosa aplicada ha de formar una pel\'b7l\'edcula s\'f2lida, uniforme i cont\'ednua.\par Ha de tenir la dotaci\'f3 prevista.\par BARRERA AMB L\'c0MINES:\par Les l\'e0mines han de cavalcar entre elles.\par Els cavalcaments en les l\'e0mines bituminoses, han d'anar soldats en tota la seva llarg\'e0ria.\par Cavalcaments:\par - L\'e0mines bituminoses: >= 8 cm\par - Fulls d\'92alumini o l\'e0mines de polietil\'e8: >= 10 cm\par - Feltre: >= 5 cm\par BARRERA AMB L\'c0MINA BITUMINOSA ADHERIDA AMB OXIASFALT:\par Ha de quedar totalment adherida al suport.\par La capa d'oxiasfalt ha de ser cont\'ednua.\par L\'c0MINA COL\'b7LOCADA NO ADHERIDA:\par No ha de quedar adherida al suport en cap punt.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par BARRERA AMB PEL\'b7L\'cdCULA BITUMINOSA:\par La temperatura de treball ha de ser >= 5\'b0C.\par La superf\'edcie on s'apliqui l'emulsi\'f3 no ha de tenir desigualtats ni clots. Ha d'estar seca i neta de part\'edcules, residus oliosos i antiadherents.\par La dotaci\'f3 prevista s'ha d'aplicar en dues capes. La segona capa s'ha de donar quan la primera sigui seca.\par BARRERA AMB L\'c0MINES:\par El suport ha de ser net, sense irregularitats que puguin perforar la l\'e0mina.\par El proc\'e9s d'elaboraci\'f3 de la barrera no ha de modificar les caracter\'edstiques dels seus components.\par Les l\'e0mines col\'b7locades s'han de protegir del pas de persones, equips o materials.\par BARRERA AMB L\'c0MINA BITUMINOSA:\par Els treballs s'han de realitzar a una temperatura entre 5\'b0C per la l\'e0mina tipus LO o a -5\'b0C per la l\'e0mina tipus LBM i els 35\'b0C.\par Caracter\'edstiques del suport:\par - Rugositat: <= 1 mm\par - Humitat: <= 5%\par BARRERA AMB L\'c0MINA BITUMINOSA COL\'b7LOCADA NO ADHERIDA:\par Les l\'e0mines s'han d'adherir entre elles per pressi\'f3, un cop estovat el betum propi en aplicar calor.\par BARRERA AMB L\'c0MINA BITUMINOSA ADHERIDA AMB OXIASFALT:\par Les l\'e0mines s'han d'adherir entre elles i al suport, amb  LVAL oxiasfalt en calent.\par S'han de desenrotllar a sobre d'aquest abans no es refredi.\par L'oxiasfalt s'ha d'estendre a una temperatura entre 160\'b0C i 200\'b0C. No s'han de superar mai els 260\'b0C en caldera.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a buits, d'acord amb els criteris seg\'fcents:\par - Obertures d'1 m2 com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1 m2: Es dedueixen el 100%\par BARRERA AMB L\'c0MINES:\par Aquests criteris inclouen les p\'e8rdues de material corresponents a retalls i cavalcaments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL*r{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Producte obtingut per la dispersi\'f3 de petites part\'edcules de betum asf\'e0ltic en aigua o en una sol.luci\'f3 aquosa, amb un agent emulsionant.\par S'han considerat els tipus seg\'fcents:\par - EA: Emulsi\'f3 preparada amb agents emulsionants qu\'edmics de car\'e0cter ani\'f2nic sense c\'e0rrega\par - EB: Emulsi\'f3 preparada amb agents emulsionants qu\'edmics de car\'e0cter ani\'f2nic amb c\'e0rrega\par - EC: Emulsi\'f3 preparada amb agents emulsionants qu\'edmics de car\'e0cter cati\'f2nic\par - ED: Emulsi\'f3 preparada amb emulsions minerals coloidals (no i\'f2niques)\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Cal que tingui un aspecte homogeni, sense separaci\'f3 de l'aigua ni coagulaci\'f3 del betum asf\'e0ltic emulsionat.\par Ha de ser adherent sobre superf\'edcies humides o seques.\par No ha de sedimentar-se durant l'emmagatzematge fins el punt que no recuperi la seva consist\'e8ncia original mitjan\'e7ant una agitaci\'f3 moderada.\par Caracter\'edstiques del residu sec:\par - Resist\'eLVAL8ncia a l'aigua (UNE 104281-3-13): No s'han de formar bombolles ni reemulsificaci\'f3\par EMULSI\'d3 BITUMINOSA TIPUS EA:\par Viscositat Saybolt-Furol a 25\'b0C (UNE 104-281-3-3): 200 - 20 s\par Densitat relativa a 25\'b0C (UNE 104281-3-5): 0,98 - 1,02 g/cm3\par Contingut d'aigua, en massa (UNE 104281-3-2): 35 - 70%\par Sedimentaci\'f3 als 5 dies (en massa) (UNE 104281-3-6): <= 5%\par Residu de destil\'b7laci\'f3 en pes (UNE 104281-3-4): 30 - 65%\par Assaig sobre el residu de destil.laci\'f3:\par - Penetraci\'f3, 25\'b0C, 100 g, 5 s en 0,1 mm (UNE 104281-1-4): 50 -200 mm\par Contingut de cendres (UNE 104281-3-8): <= 1%\par EMULSI\'d3 BITUMINOSA TIPUS EB:\par Densitat relativa a 25\'b0C (UNE 104281-3-5): 0,98 - 1,2 g/cm3\par Contingut d'aigua, en massa (UNE 104281-3-2): 40 - 60%\par Residu de destil\'b7laci\'f3 en pes (UNE 104281-3-4): 40 - 60%\par Contingut de cendres (UNE 104281-3-8): 5 - 50%\par Caracter\'edstiques del residu sec:\par - Escalfament a 100\'b0C (UNE 104281-3-10): Sense bombolles, deformaci\'f3 de les l\'ednies ni lliscament\par - Flexibilitat a 0\'b0C (UNE 104281-3-11): Sense clivelles\par - Assaig de flama directa (UNE 104281-3-12): S'ha de carbonitzar sense fluir\par EMULSI\'d3 BITUMINOSA TIPUS EC:\par Viscositat Saybolt-Furol a 25\'b0C (UNE 104-281-3-3): 200 - 20 s\par Densitat relativa a 25\'b0C (UNE 104281-3-5): 0,98 - 1,02 g/cm3\par Contingut d'aigua, en massa (UNE 104281-3-2): 40 - 70%\par Sedimentaci\'f3 als 5 dies (en massa) (UNE 104281-3-6): <= 5%\par Residu de destil\'b7laci\'f3 en pes (UNE 104281-3-4): 30 - 60%\par Assaig sobre el residu de destil.laci\'f3:\par - Penetraci\'f3, 25\'b0C, 100 g, 5 s en 0,1 mm (UNE 104281-1-4): 50 -200 mm\par Contingut de cendres (UNE 104281-3-8): <= 1%\par EMULSI\'d3 BITUMINOSA TIPUS ED:\par Densitat relativa a 25\'b0C (UNE 104281-3-5): 0,98 - 1,10 g/cm3\par Contingut d'aigua (UNE 104281-3-2): 40 - 55%\par Residu de destil\'b7laci\'f3 en pes (UNE 104281-3-4): 45 - 60%\par Contingut de cendres (UNE 104281-3-8): 5 - 30LVAL %\par Caracter\'edstiques del residu sec:\par - Escalfament a 100\'b0C (UNE 104281-3-10): Sense bombolles, deformaci\'f3 de les l\'ednies ni lliscament\par - Flexibilitat a 0\'b0C (UNE 104281-3-11): Sense clivelles\par - Assaig de flama directa (UNE 104281-3-12): S'ha de carbonitzar sense fluir\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En env\'e0s herm\'e8tic.\par Emmagatzematge: En env\'e0s tancat herm\'e8ticament, protegit de la humitat, de les gelades i de la radiaci\'f3 solar directa.\par Temps m\'e0xim d'emmagatzematge: 6 mesos.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE 104231:1999 Impermeabilizaci\'f3n. Materiales bituminosos y bituminosos modificados. Emulsiones asf\'e1lticas.\par\pard\par }jLVALz una edat m\'ednima de 3 dies.\par L'abocada i estesa del formig\'f3 s'ha de fer de forma suficientment uniforme per a no desequilibrar l'avan\'e7 de la pavimentadora. Aquesta precauci\'f3 s'ha d'extremar en el cas de formigonament en rampa.\par La superf\'edcie del paviment no s'ha de retocar, excepte en zones a\'efllades, comprovades amb un regle no inferior a 4 m.\par\par ESTESA AMB REGLE VIBRATORI:\par La quantitat d'encofrat disponible ha de ser suficient perqu\'e8, amb un termini m\'ednim de desencofrat del formig\'f3 de 16 h, es tingui en tot moment col.locada i a punt una longitud d'encofrat no inferior a la corresponent a 3 h de formigonament.\par La terminadora ha de tenir capacitat per a acabar el formig\'f3 a un ritme igual al de fabricaci\'f3.\par\pard\s16\par\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 m3 de volum realment executat, mesurat d'acord amb les seccions-tipus senyalades a la D.T.\par Aquests criteris inclouen l'acabament espec\'edfic dels acords amb les vores, sense que comporti l'\'fas de materials diferents d'aquells que normalment conformen la unitat.\par No s'inclouen en aquests criteri les reparacions d'irregularitat superiors a les tolerables.\par No \'e9s d'abonament en aquesta unitat d'obra el reg de cura.\par No s\'f3n d'abonament en aquesta unitat d'obra els junts de retracci\'f3 ni els de dilataci\'f3.\par No s'inclou dins d'aquesta unitat d'obra l'abonament dels treballs de preparaci\'f3 de la superf\'edcie existent.\par\pard\s16\par\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 * EHE "Instrucci\'f3n de Hormig\'f3n Estructural"\par\pard\par }i LVALy Part reformada zona de treball 1.000 12.700 9.850 125.095 C#*D#*E#*F# 1.000 3.300 2.600 8.580 C#*D#*E#*F# 1.000 0.450 1.450 0.653 C#*D#*E#*F# vestibul 1.000 7.900 2.400 18.960 C#*D#*E#*F# recepci-administraci 1.000 3.400 4.850 16.490 C#*D#*E#*F# pas a servei adaptat 1.000 1.700 1.500 2.550 C#*D#*E#*F# servei adaptat 1.000 2.000 2.650 5.300 C#*D#*E#*F# aula de formaci 1.000 5.900 6.300 37.170 CPart reformada zona de treball 1.000 12.700 9.850 125.095 C#*D#*E#*F# 1.000 3.300 2.600 8.580 C#*D#*E#*F# 1.000 0.450 1.450 0.653 C#*D#*E#*F# vestibul 1.000 7.900 2.400 18.960 C#*D#*E#*F# recepci-administraci 1.000 3.400 4.850 16.490 C#*D#*E#*F# pas a servei adaptat 1.000 1.700 1.500 2.550 C#*D#*E#*F# servei adaptat 1.000 2.000 2.650 5.300 C#*D#*E#*F# aula de formaci 1.000 5.900 6.300 37.170 C#*D#*E#*F# espai silenci 1.000 5.700 4.950 28.215 C#*D#*E#*F# 1.000 3.350 6.700 22.445 C#*D#*E#*F# rack 1.000 1.850 2.700 4.995 C#*D#*E#*F# magatzem 1.000 1.850 0.900 1.665 C#*D#*E#*F# pas 1.000 1.100 5.000 5.500 C#*D#*E#*F# Part ampliaci zona treball 1 1.000 3.000 3.600 10.800 C#*D#*E#*F# zona treball 2 1.000 3.000 3.600 10.800 C#*D#*E#*F# zona informtica 1.000 7.400 13.200 97.680 C#*D#*E#*F# 8OϬj L "d&?(\@@K7A<@h5 @4Ry@@I@@E826UTESEnrajolat vert.ext.,>3m,tesela pas.vidre recuperada,mort.adhesiu C2+beurada CG2@1m2E826UTESPOProjecte del'ampliaci i reforVEN.3.$&?(\@@K7A<@h5 @4Ry@@I@@E826UTESEnrajolat vert.ext.,>3m,tesela pas.vidre recuperada,mort.adhesiu C2+beurada CG2@1m2E826UTESPOProjecte del'ampliaci i reforVEN.3.$$ysnl >&?ףp= ά@\(@@6;N@sA@|Y@@EAF5ALR5Vidriera AL.R5 alumini lacat natural plata mate,2 bat. i 2fix.,,forat obra 274x260cm preu alt@uEAF5ALR5POProjecte del'ampliaci i reforVEN.3:00ysnl >&?)\@\(@@48*@]K5@Y@@EAF7ALR4Balconera AL.R4 alumini lacat plata natural mate,trenc.pont trmic,1bat,2fix ,245x260cm preu alt7@ uEAF7ALR4POProjecte del'ampliaci i reforVEN.3=33ysnl >&?RQ@kw#@5#?Jh@-r@@E51Z1H0PFormaci fila.totxana 290x140x100mm,col/arreb.morter ciment 1:6@mE51Z1H0PPOReforma CAP 'El Castell' . CasVEN.3ysnl >&?@t@-?@tp@@K21Z2760Tall en paret,obra cerm. o pedra,6-8cm,disc carborn.Z@mK21Z2760POReforma CAP 'El Castell' . CasVEN.3  ysnl >&?33333&@S㥛@(\u@bX9&@/@E5ZDU002Minvell contra parament de membrana LBM (SBS) 40/G-FP@mE5ZDU002POProjecte del Servei d'EmergncVEN.3ysnl >&?Gz<@V-}#@= ףp=2@?5^I;@2M@@E5ZZULIVLinia de vida sistema trasvasing, ancoratges extrems,absor.energia, supo.interm, i cable 8mm galv.@mE5ZZULIVPOProjecte del Servei d'EmergncVEN.3?55ysnl >&?(\>@!rh 3@= ףp=%@?5^I=@1r@@E5ZH4EN7Bunera goma termopls.,D=100mm,antigrava,metl.,adh.sob/lm.bitum.{@uE5ZH4EN7POProjecte del Servei d'EmergncVEN.3ysnl >&? ףp= @ @Cl@T㥛 @0@E5ZFU002Sobreixidor de 35 cm. de llargria tub coure 35mm.dimetre,acabat pipa,lacat negre mate,col.locat @uE5ZFU002POProjecte del Servei d'EmergncVEN.3?55ysnl >&?L%@|?5^:@MbX9?u@ o_$@k`>@@E93A6570Llosa,g=6cm,form.HA-25/B/20/IIa, acab. remolinat mecnic@m2E93A6570POProjecte del'ampliaci i reforVEN.3  ysnl >&?= ףp=@46 LHNm * * ʇ :EEEE//? ףp=H@ ףp=H@ ףp=H@ ףp=H@@lria i 2 m d'ala co__BAVTU001Cortina FV,recobriment PVC 1.5-2m,h<=2,25m,cordill,guia alum.0? ףp=H@ ףp=H@ ףp=H@ ףp=H@@lria i 2 m d'ala co__BAVTU001Cortina FV,recobriment PVC 1.5-2m,h<=2,25m,cordill,guia alum.@ m2BAVTU001ETBAVTU001Banc GISA Edificaci Obra NovaVEN.3bXX 0?Gz?Gz?Gz?Gz?@t _  EL__B05A2202Beurada p/cermica,CG2(UNE-EN 13888),blancaU@E=kgB05A2202ETB05A2202Banc GISA Edificaci Obra NovaVEN.3PFF    0?Hz3@Hz3@Hz3@Hz3@@p@__A013M000Ajudant muntadorAjudant muntadorhA013M000EMVEN.2VEN.3  0?(\@(\@(\@(\@M@M@__B0A63H00Tac qumic D=12mm,carg./voland./fem.?@2uB0A63H00ETVEN.2VEN.3  0?%@%@%@%@`@`@d'extrem amblla rpida, __B0ACULIVLinia de vida sistema travspring o equivalent formada per conjunt d'ancoratges d'extrem amb anella r@2mB0ACULIVETVEN.2VEN.3KAA77777333333)' 0?= ףp=%@= ףp=%@= ףp=%@= ףp=%@r@l.lica"__BD514EN1Bunera goma termopls.,D=100mm,tapa antigrava metl.T@2uBD514EN1ETVEN.2VEN.3 0?Q8)@Q8)@Q8)@Q8)@@Z@@Z@__BF52D500Tub Cu R250 (semidur),DN=54mm,g=1,5mm,UNE-EN 1057i@ 2mBF52D500ETVEN.2VEN.3 0?HzG?HzG?HzG?HzG?@A"__B7B111D0Geotxtil feltre polipropil no teix.lligat mecn.,140-190g/m2]@ 2m2B7B111D0ETVEN.2VEN.3' 0? ףp=N@ ףp=N@ ףp=N@ ףp=N@`=@20 mm, amb >= 27/m3 de cimen__B0652050Formig HA-25/B/20/IIa,>=275kg/m3 ciment@ 2m3B0652050ETVEN.2VEN.3 0?ffffff?ffffff?ffffff?ffffff?q@__B7C2P100Planxa EPS elast.,g=10mm=@2m2B7C2P100ETVEN.2VEN.3 0?Q?Pc*?Q?-[닄?@@da a taller 0 x __D0B341C4Malla el.b/corr.obra manip.taller,ME 30x15cm,D:4-4mm,B500T,6x2,2m@2m2D0B341C4ECVEN.2VEN.3*  "J8t @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@J68<U666J68<U666 6J68<U666 9J68<U666 DJ68<U666 : J68<U666 :(J68<U666 :J68<`666 FJ68<`666 IJ68<`666 MJ68<`666 QJ68<`666 SJ68<`666 ZJ68<`666 \J68<`666 : J68<`666 :J68<`666 :J68<`666 :3J68<`666 :KJ68<`666 PJ68<`666 ]J68<`666 ]J68>6666J68>6666J68>6666J68>6666J68>6666!J68>6666"J68>6666A J68>6666AJ68>6666A!J68>6666A2J68>6666A:J68>6666ADJ68>6666 J68>6666J68>6666J68>6666J68>6666J68>6666J68>6666J68>6666J68>6666J68>6666%J68>6666*J68>6666;J68>66666666?J68>6666J68>6666J68>6666 J68>6666J68>6666J68>6666J68>6666J68>6666,J68>66660J68>66663J68>6666;J68>66666666AJ68>6666BJ68>6666HJ68>6666SJ68>6666WJ68>6666`J68>6666`J68>6666`J68>6666`J68>6666`]ЦϦLL> ͊ 0 | " n  ʺʺ`  ʬ R RD6((((ttttf  IJXXXX¤JJJJJJ<<002E83FU015Q\ @ ףp=ʐ@ID006EAVJLAM6@mHH<61/*7?33333@ 001EQ51U0018@@qHH<61/*= ףpZ@q= ף*@ID015K8781110s@HH<61/*Gz.9@(\5{@_ID & 001E89BABJ0@HH<61/*$oʭy@= ףc@ID002E83FU015 RHH<61/*#@q= ףg@ 001EANAU186;@%HH<61/*/GzJe@q= ף@_ID & 008E9U6U005z3HH<61/*/|?5^x@\)@ 007E9P2UTAR@HH<61/*/|?5^x@(\ @ 006E9P2U020@\HH<61/*/K7*@Gzy@ 005E9DD122W@ ]HH<61/*/Gz@q= ףi@ 004E9J3U100F@-$HH<61/*/QMR@QU@ 003E93A3120@ ]HH<61/*@ ףp=*L@ 012F9GZ2524F@)$HH<61/*/p= N@Gzk@ 002E9Z21100@HH<61/*/p= N@Q@_ID & 001E93A1044@HH<61/*+333333<@ףp= |@@003E81121E2@qHH<61/*,@\(,@ 002E81ZU0C1F@7HH<61/*,Q 9@Gz~@_ID & 001E823123V@@qHH<61/*+333333@p= ףQ@ID002E81131E1@qHH<61/*+S=@(\2t@_ID & 001E812U112@HH<61/*.@"@{Gg@_ID & 001E812U412H@#HH<61/*$9vQz@ ףp}Ѳ@ 001E65A4545 JRHH<61/*(~jt$@p= ׻o@ 004E844U001I@"HH<61/*(Q'@(\h@ 003E84421AA@]HH<61/*(Qi@Gz@*@002E843U253f@ w HH<61/*(~jtc@L @ 001E844101AC@FHH<61/* I@@ 004E8J35B7U@qHH<61/*33333s9@{G0@ 004E3CDC100S@qHH<61/*(\Fp@q= #@ 003E7C124A06@HH<61/*fffff]@Q@_ID & 001E612AK3W@ HH<61/*@Gz<@vanitz010E5ZD5DC43@HH<61/*vH@GzP@ 003E32B300P(@qHH<61/*= ףp=@Ql@_ID & 002E32515H4@ HH<61/* ףp= 4@zGA@ 001E4E2561L@qHH<61/* ףp=2`@Hz@ 00615128CDHT@HH<61/*@Gz3@ 008E51Z1H0P;@HH<61/*@zGa1@N_Marc007K21Z2760;@HH<61/*GzN@R@009E5ZDU002@qHH<61/*.@33333{@ormada013E5ZZULIV*@ HH<61/*@QV@011E5ZH4EN7'@HH<61/*@ ףp= /@012E5ZFU002'@HH<61/*K7b@Q@ID008E93A6570!@qHH<61/*3333336@(\L@011E7B111D0@ ]HH<61/*LVALt d\'92un tancament exterior, ha d\'92estar classificat en funci\'f3 de la permeabilitat a l\'92aire segons UNE-EN 12207 en alguna de les classes seg\'fcents, assajat segons UNE-EN 1026: Classe 0, 1, 2, 3 o 4\par ELEMENTS D'ALUMINI ANODITZAT:\par Han d'estar protegits superficialment amb una capa d'\'f2xid d'alumini, segellada posteriorment.\par Anoditzaci\'f3 dels perfils (UNE-EN 12373-1): >= 15 micr\'f2metres\par Qualitat mitja total del segellat (m\'e8tode de les gotes colorants UNE-EN 12373-4): <= 2\par Els perfils anoditzats han d\'92estar lliures de defectes en les superf\'edcies significatives quan s\'92observen a una dist\'e0ncia m\'ednima de 5 m en aplicacions exteriors, de 3 m en aplicacions interiors o de 0,5 m en aplicacions decoratives.\par ELEMENTS D'ALUMINI LACAT:\par Han d'estar protegits superficialment amb una capa de lacat, obtinguda per algun dels procediments seg\'fcents:\par - Vern\'eds humit: Amb vern\'eds de poliuret\'e0 o de resines acr\'edliques\par - Recobriment amb pols: De poliuret\'e0, de poliester o acr\'edlica\par Lacat del perfil: >= 60 micres\par ELEMENTS AMB TRENCAMENT DE PONT T\'c8RMIC:\par Han de complir les indicacions de la norma UNE-EN 14024.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Amb les proteccions necess\'e0ries perqu\'e8 arribi a l'obra amb les condicions exigides i amb l'escairat previst.\par Si el material ha de ser component de les obertures del tancament exterior d\'92un espai habitable, el fabricant ha de declarar, com a m\'ednim, els valors per les propietats seg\'fcents:\par - Transmit\'e0ncia t\'e8rmica U (W/m2K)\par - Absortivitat\par Emmagatzematge: Protegit de les pluges, els focus d'humitat i les zones on pugui rebre impactes. No ha d'estar en contacte amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par *UNE 38337:2001 Aluminio y aleaciones LVALSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilotLVALt{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de recrescudes i capes de millora i anivellament de paviments.\par S'han considerat els tipus seg\'fcents:\par - Recrescuda del suport de paviments amb terratzo\par - Recrescuda del suport de paviments amb morter de ciment\par - Capa de millora del suport anivellat amb pasta allisadora\par - Formaci\'f3 de base per a paviment flotant amb llosa de formig\'f3 de 5 cm de gruix\par - Capa de neteja i anivellament amb morter de ciment\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par En la recrescuda del suport de paviments amb terratzo:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de la capa de sorra\par - Humectaci\'f3 de les peces de terratzo\par - Col\'b7locaci\'f3 del morter per a cada pe\'e7a\par - Col\'b7locaci\'f3 de les peces a truc de maceta\par - Neteja de la superf\'edcie acabada\par - Col\'b7locaci\'f3 de la beurada\par En la capa de millora del suport anivellat amb pasta allisadora:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de la pasta allisadora\par En la llosa de formig\'f3 o recrescuda del suport del paviment o capa de millora i anivellament amb morter de ciment:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 dels junts\par - Col\'b7locaci\'f3 del morter o formig\'f3\par - Protecci\'f3 del morter o formig\'f3 fresc i cura\par RECRESCUDA DEL SUPORT DE PAVIMENTS AMB TERRATZO:\par Les peces han d'estar ben adherides al suport i han de formar uLVALna superf\'edcie plana.\par S'han de respectar els junts propis del suport.\par Les peces han d'estar col\'b7locades a tocar i alineades.\par Els junts s'han de reblir amb beurada de ciment blanc.\par La recrescuda s'ha de fer sobre una capa de sorra de 2 cm de gruix.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 10 mm\par - Planor: \'b1 4 mm/2 m\par - Celles: <= 1 mm\par CAPA DE MILLORA DEL SUPORT ANIVELLAT AMB PASTA ALLISADORA:\par La capa de millora ha d'estar ben adherida al suport i ha de formar una superf\'edcie plana, fina, llisa i de porositat homog\'e8nia.\par Gruix: <= 1 cm\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 10 mm\par - Gruix: \'b1 1 mm\par - Horitzontalitat: \'b1 4 mm/2 m\par LLOSA DE FORMIG\'d3 O RECRESCUDA DEL SUPORT DEL PAVIMENT O CAPA DE MILLORA I ANIVELLAMENT AMB MORTER DE CIMENT:\par No hi ha d'haver esquerdes ni discontinu\'eftats.\par La superf\'edcie acabada ha d'estar reglejada.\par Ha de tenir la textura uniforme, amb la planor i el nivell previstos.\par Hi ha d'haver junts de retracci\'f3 cada 25 m2 i la dist\'e0ncia entre ells no ha de ser superior als 5 m. Els junts han de tenir una fond\'e0ria >= 1/3 del gruix i una ampl\'e0ria de 3 mm.\par Hi ha d'haver junts de dilataci\'f3 a tot el gruix de la capa que coincideixin amb els del suport. Els junts han de ser d'1 cm d'ampl\'e0ria i han d'estar reblerts amb poliestir\'e8 expandit.\par Els junts de formigonament han de ser de tot el gruix de la llosa i s'ha de procurar de fer-los coincidir amb els junts de retracci\'f3.\par Duresa Brinell superficial de la capa de morter (UNE_EN_ISO 6506/1) (mesurada amb una bola de 10 mm de di\'e0metre): >= 30 N/mm2\par Resist\'e8ncia caracter\'edstica estimada del formig\'f3 de la llosa (Fest) al cap de 28 dies: >= 0,9 x Fck\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 10 mm\par - Gruix: \'b1 5 mm\par - Planor: \'b1 4 mm/2 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par MORTER DE CIMENT:\par El morter s'ha d'estendre a una temperatura amLVALbient entre 5\'b0C i 40\'b0C.\par El suport ha de tenir un grau d'humitat entre el 5% i el 40%.\par Ha d'estar sanejat i net de mat\'e8ries que dificultin l'adher\'e8ncia.\par Durant el temps de cura s'ha de mantenir humida la superf\'edcie del morter.\par La recrescuda no s'ha de trepitjar durant les 24 h seg\'fcents a la seva formaci\'f3.\par TERRATZO:\par La col\'b7locaci\'f3 s'ha de fer a temperatura ambient >= 5\'b0C.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter.\par S'han de col\'b7locar a truc de maceta sobre una capa de morter de ciment de 2 cm de gruix. Despr\'e9s s'ha d'estendre la beurada.\par La recrescuda no s'ha de trepitjar durant les 24 h seg\'fcents a l'estesa de la beurada.\par PASTA ALLISADORA:\par L'aplicaci\'f3 de la pasta s'ha de fer a una temperatura ambient entre 5\'b0C i 30\'b0C.\par El suport ha de tenir la planor, el nivell i l'horitzontalitat previstos. Ha de tenir un grau d'humitat <= 2,5%.\par Ha d'estar sanejat i net de mat\'e8ries que dificultin l'adher\'e8ncia.\par La pasta s'ha de preparar amb un 20 a 25% d'aigua i s'ha de deixar reposar 5 min si \'e9s d\'92assecat r\'e0pid i de 20 a 30 min si \'e9s d\'92assecat lent.\par L'aplicaci\'f3 s'ha de fer d'acord amb les instruccions del fabricant.\par La capa de millora no s'ha de trepitjar durant les 4 h seg\'fcents a la seva aplicaci\'f3 si \'e9s una pasta d'assecatge r\'e0pid i durant 24 h si \'e9s d'assecatge lent.\par S'ha d'esperar de 24 a 72 h per col\'b7locar el paviment.\par LLOSA DE FORMIG\'d3:\par El formigonament s'ha de fer a una temperatura ambient entre 5\'b0C i 40\'b0C.\par S'ha de vibrar fins a aconseguir una massa compacta, sense que es produeixin segregacions.\par Durant el temps de cura i fins a aconseguir el 70% de la resist\'e8ncia prevista, s'ha de mantenir la superf\'edcie del formig\'f3 humida. Aquest proc\'e9s ha de durar com a m\'ednim:\par - 15 dies en temps calor\'f3s i sec\par - 7 dies en temps humit\par El paviment no s'ha de trepitjar LVAL durant les 24 h seg\'fcents a la seva formaci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT, amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2, com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par LLOSA DE FORMIG\'d3:\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par RECRESCUTA I CAPA DE MILLORA:\par No hi ha normativa de compliment obligatori.\par\pard\par } LVALCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armaduraCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera LVALot{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Impermeabilitzaci\'f3 de cobertes amb membranes impermeables de varies capes formades amb materials bituminosos, sense protecci\'f3 o amb autoprotecci\'f3 mineral o met\'e0l\'b7lica, els de la capa exterior o reparaci\'f3 de membranes existents amb l\'e0mines bituminoses.\par S'han considerat els tipus de membranes seg\'fcents:\par Membranes no protegides col\'b7locades adherides:\par - PA-2: Dues l\'e0mines LBM-24 adherides entre elles i al suport amb oxiasfalt\par - PA-3: Tres l\'e0mines LO-20-FV, adherides entre elles i al suport amb oxiasfalt i recobertes amb una capa d'oxiasfalt.\par - PA-5: Dues capes de m\'e0stic modificat MM-IIB amb una l\'e0mina d'alumini de 50 micres, intercalada\par - PA-6: Una l\'e0mina LBM-40 adherida al suport en calent\par - PA-7: Dues l\'e0mines LO-40, adherides entre elles i al suport, en calent\par - PA-8: Dues l\'e0mines LBM-30, adherides entre elles i al suport en calent\par - PA-9: Una l\'e0mina LBM-48 adherida al suport en calent\par Membranes no protegides col\'b7locades no adherides sobre l\'e0mina separadora:\par - PN-1: Una l\'e0mina LBM-40\par - PN-3: Una l\'e0mina LAM-3\par - PN-6: Dues l\'e0mines LO-40, adherides entre elles en calent\par - PN-7: Dues l\'e0mines LBM-30, adherides entre elles en calent\par - PN-8: Una l\'e0mina LBM-48\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Membranes adherides, no adherides o semiadherides:\par - Neteja i preparaci\'f3 del suport\par - Aplicaci\'f3 de l'imprimaci\'f3, en el seu cas\par - Execuci\'f3 de la membrana per variesLVAL capes\par - Resoluci\'f3 dels elements singulars (angles, junts, acords, etc.)\par - Rep\'e0s dels junts\par CONDICIONS GENERALS:\par El conjunt de la membrana ha de cobrir tota la superf\'edcie per impermeabilitzar.\par La membrana col\'b7locada ha d'estar formada, en tota la seva extensi\'f3, per les capes superposades previstes.\par Ha de tenir un aspecte superficial pla i regular.\par Ha de ser estanca.\par MEMBRANA FORMADA PER L\'c0MINES, ARMADURES BITUMINOSES O FULLS D\'92ALUMINI:\par Totes les capes que formen la membrana han de quedar adherides entre elles.\par La membrana col\'b7locada adherida, ha de quedar adherida al suport en tota la superf\'edcie.\par La membrana col\'b7locada no adherida, no ha de quedar adherida al suport, excepte en el per\'edmetre i al voltant de tots els elements que la traspassin. Ha de quedar separada del suport per un feltre de polipropil\'e8, la col\'b7locaci\'f3 del qual ha de complir les especificacions fixades al seu plec de condicions. El feltre no ha d'impedir la fixaci\'f3 perimetral de la membrana.\par Els acords de la membrana amb els paraments verticals han de ser aixamfranats o corbats.\par Les l\'e0mines han de cavalcar entre elles i protegir el sentit del recorregut de l'aigua.\par En les membranes formades per una sola l\'e0mina, aquests cavalcaments no han de coincidir amb els aiguafons ni amb els junts de dilataci\'f3 de la capa de pendents.\par Els cavalcaments han d'anar soldats en tota la seva llarg\'e0ria.\par La membrana formada amb l\'e0mines no protegides del tipus LO o LBME adherides amb oxiasfalt, ha de quedar acabada amb una capa de recobriment d'oxiasfalt.\par En les membranes formades per l\'e0mines adherides amb oxiasfalt, les capes d'oxiasfalt han de ser continues.\par Les diferents l\'e0mines superposades han d'estar col\'b7locades a trencajunt.\par No hi ha d'haver bosses d'aire entremig de les l\'e0mines.\par Angles (acord aixamfranat):\par - Base : >= 5 cm\par - Al\'e7\'e0ria : >= 5 cm\par Radi (acord de mitjacanya): >= 5 cm\LVALpar Dotaci\'f3 per capa:\par +---------------------------------------------------+\par \'a6 \'a6 Denominaci\'f3 \'a6 Dotaci\'f3 per capa \'a6\par \'a6 \'a6 material \'a6 (kg/m2) \'a6\par \'a6-----------\'a6-------------------\'a6-------------------\'a6\par \'a6 Component \'a6LO-20-FV, LBM-24 \'a6 >= 2,2 \'a6\par \'a6 membrana \'a6LO-30, LO-30/M \'a6 >= 2,7 \'a6\par \'a6 \'a6LO-40, LO-40/M \'a6 >= 3,6 \'a6\par \'a6 \'a6LBM-30, LBM-30/M \'a6 >= 2,8 \'a6\par \'a6 \'a6LBM-40, LBM-40/G \'a6 >= 3,8 \'a6\par \'a6 \'a6LBM-48 \'a6 >= 4,5 \'a6\par \'a6 \'a6LBM-50/G \'a6 >= 4,8 \'a6\par \'a6 \'a6LAM-3 \'a6 >= 4,2 \'a6\par \'a6 \'a6AB-FO \'a6Valor m\'ednim segons \'a6\par \'a6 \'a6 \'a6capa i/o membrana \'a6\par \'a6 \'a6Full alumini \'a6 >= 0,124 \'a6\par \'a6 \'a650 micres \'a6 \'a6\par \'a6 \'a6Full alumini \'a6 >= 0,2 \'a6\par \'a6 \'a680 micres \'a6 \'a6\par \'a6-----------\'a6-------------------\'a6-------------------\'a6\par \'a6Material \'a6Oxiasfalt OA \'a6 >= 1,5 \'a6\par \'a6adhesi\'f3 \'a6M\'e0stic modificat \'a6Valor m\'ednim segons \'a6\par \'a6 \'a6MM-II B \'a6capa i/o membrana \'a6\par \'a6-----------\'a6-------------------\'a6-------------------\'a6\par \'a6Imprimaci\'f3 \'a6Emulsi\'f3 bituminosa \'a6 >= 0,3 \'a6\par \'a6pr\'e8via \'a6 ED \'a6 \'a6\par +---------------------------------------------------+\par Despla\'e7ament de les l\'e0mines superposades:\par +-----------------------------------------------------+\par \'a6Nombre components\'a6 Despla\'e7ament \'a6\par LVAL\'a6-----------------\'a6-----------------------------------\'a6\par \'a6 2 \'a6 >= 1/2 de l'ampl\'e0ria de la l\'e0mina \'a6\par \'a6 3 \'a6 >= 1/3 de l'ampl\'e0ria de la l\'e0mina \'a6\par \'a6 4 \'a6 >= 1/4 de l'ampl\'e0ria de la l\'e0mina \'a6\par +-----------------------------------------------------+\par Toler\'e0ncies d'execuci\'f3:\par - Nivells: \'b1 15 mm\par MEMBRANA FORMADA PER L\'c0MINES O ARMADURES BITUMINOSES:\par La membrana ha de cavalcar sobre els paraments verticals 15 cm com a m\'ednim i ha de quedar ben adherida en aquesta prolongaci\'f3. Pr\'e8viament s'ha de donar una m\'e0 d'imprimaci\'f3 a la paret.\par Els junts de dilataci\'f3 de la capa de pendents han de portar un material de reblert el\'e0stic, compresible i compatible qu\'edmicament amb els components de la impermeabilitzaci\'f3. La l\'e0mina ha de ser cont\'ednua sobre el junt.\par Els acords amb els paraments verticals, buneres i altres elements que traspassin la membrana, han d'anar refor\'e7ats segons les especificacions fixades al seu plec de condicions.\par Cavalcament membranes de v\'e0ries l\'e0mines: >= 8 cm\par Cavalcaments membranes d\'92una l\'e0mina:\par - Pendents = 0 o l\'e0mines autoprotegides: >= 12 cm\par - Pendents > 0 o l\'e0mines sense protecci\'f3:\par - Longitudinals: >= 8 cm\par - Transversals: >= 10 cm\par Cavalcaments del feltre: >= 5 cm\par Toler\'e0ncies d'execuci\'f3:\par - Cavalcaments: \'b1 20 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Els treballs s'han de realitzar a una temperatura ambient que oscil\'b7li entre els -5\'b0C per membranes amb l\'e0mines tipus LBM o LBME, els 0\'b0C per a les LOM, o els 5\'b0C per a la resta, i els 35\'b0C.\par S'han d'aturar els treballs quan nevi o hi hagi neu o gel sobre la coberta, quan plogui o la coberta estigui mullada o quan la velocitat del vent sigui superior a 60 km/h.\par La superf\'edcie del suport ha de ser uniforme, ha d'estar neta i no ha dLVALe tenir cossos estranys.\par Si el suport \'e9s de formig\'f3 o de morter de ciment, cal que la superf\'edcie estigui ben endurida i seca.\par No ha de tenir buits ni ressalts de m\'e9s d'un 20% del gruix de la impermeabilitzaci\'f3.\par Caracter\'edstiques del suport:\par - Pendent:\par +---------------------------------+\par \'a6Tipus de membrana \'a6 Pendent \'a6\par \'a6---------------------\'a6-----------\'a6\par \'a6 PA-2, PA-3, PA-5 \'a6 1-10% \'a6\par \'a6 PA-6, PA-7 \'a6 1-15% \'a6\par \'a6 PA-8 PA-9 \'a6 0-15% \'a6\par \'a6 PN-1 PN-3, PN-6 \'a6 1-5% \'a6\par \'a6 PN-7 PN-8 \'a6 0-5% \'a6\par \'a6 GA-1,GA-2,GA-5,GA-6 \'a6 >= 1% \'a6\par \'a6 MA-2 \'a6 >= 10% \'a6\par \'a6 MA-3 \'a6 >= 5% \'a6\par \'a6 MA-4 \'a6 5-15% \'a6\par \'a6 GF-1 \'a6 >= 20% \'a6\par \'a6 GF-2 \'a6 >= 15% \'a6\par +---------------------------------+\par - Planor: \'b1 5 mm/2 m\par - Rugositats: <= 1 mm\par - Resist\'e8ncia a la compressi\'f3: >= 200 kPa\par - Humitat: <= 5%\par En general, no s'han d'utilitzar en la mateixa membrana els materials seg\'fcents:\par - Materials a base de betums asf\'e0ltics i m\'e0stics de quitr\'e0 modificat\par - Oxiasfalt amb l\'e0mines de bet\'fam plast\'f2mer (APP), que no siguin espec\'edficament compatibles\par - L\'e0mines o m\'e0stics de bet\'fam asf\'e0ltic i l\'e0mines o elements de PVC, que no siguin espec\'edficament compatibles\par Incompatibilitats entre la membrana i el suport:\par - Les l\'e0mines o m\'e0stics de quitr\'e0 no han d'estar en contacte amb a\'efllaments d'escumes pl\'e0stiques de poliestir\'e8 ni amb acabats a base de betum asf\'e0ltic\par - Cal comprovar la compatibilitat espec\'edfica entre un a\'efllament a base d'escumes pl\'e0stiques i la membrana\par El suport format a base de plaques d'a\'efllament t\'e8rmic, ha de tenir una cohesi\'f3 i estabilitat tals que sigui capa\'e7 de proporcionar la LVALsolidesa necess\'e0ria en front de les sol\'b7licitacions mec\'e0niques i t\'e8rmiques exteriors. En el cas de membranes adherides, ha de permetre l'adhesi\'f3 de la membrana sobre les plaques, pel que \'e9s necessari que les membranes i plaques siguin compatibles entre elles.\par Abans de col\'b7locar la membrana han d'estar preparats tots els punts singulars de la coberta (xamfrans, junts, acords amb paraments, etc.).\par El proc\'e9s d'elaboraci\'f3 de la membrana no ha de modificar les caracter\'edstiques dels seus components.\par Les l\'e0mines col\'b7locades s'han de protegir del pas de persones, equips o materials, les no protegides s\'92han de protegir, tamb\'e9, del sol.\par MEMBRANA FORMADA PER L\'c0MINES O ARMADURES BITUMINOSES:\par Execuci\'f3 dels cavalcaments en membranes formades per una l\'e0mina:\par +----------------------------------------------------------------------+\par \'a6Tipus de l\'e0mina \'a6M\'e8tode per a soldar els cavalcaments \'a6\par \'a6----------------\'a6-----------------------------------------------------\'a6\par \'a6LBME-20 \'a6Per pressi\'f3 un cop estovat el betum de la l\'e0mina, en \'a6\par \'a6 \'a6aplicar calor amb un bufador d'aire calent \'a6\par \'a6LOM o LBM \'a6Per pressi\'f3 un cop estovat el betum de la l\'e0mina, en \'a6\par \'a6 \'a6aplicar calor \'a6\par \'a6LAM-3 \'a6Amb adhesiu \'a6\par +----------------------------------------------------------------------+\par Les l\'e0mines adherides en calent, s'han d'adherir entre elles i al suport, en el seu cas, per pressi\'f3, un cop estovat el betum pr\'f2pi en aplicar calor.\par MEMBRANA ADHERIDA O SEMIADHERIDA:\par Abans d'executar la membrana, el suport s'ha de tractar amb una m\'e0 d'imprimaci\'f3.\par No es necess\'e0ria la imprimaci\'f3 pr\'e8via quan la primera capa de l'impermeabilitzaci\'f3 es realitza in situ amb m\'e0stic modificat deLVAL base quitr\'e0 o en el cas d'un suport format per plaques d'a\'efllament t\'e8rmic recobertes d'oxiasfalt.\par L'imprimaci\'f3 s'ha d'aplicar a totes les zones en qu\'e8 la membrana hagi d'anar adherida, inclosos els acabaments i acords amb punts singulars.\par Els treballs no s'han de continuar abans que s'assequi l'imprimaci\'f3.\par L\'c0MINES ADHERIDES AMB OXIASFALT:\par Les l\'e0mines s'han d'adherir entre elles i al suport, en el seu cas, amb oxiasfalt en calent. S'han de desenrotllar a sobre d'aquest abans que no es refredi. En les l\'e0mines semiadherides s'ha de pressionar de manera que l'oxiasfalt penetri en les perforacions de la l\'e0mina perforada.\par L'oxiasfalt s'ha d'estendre a una temperatura entre 160\'b0C i 200\'b0C. No s'han de superar mai els 260\'b0C en caldera.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a buits, d'acord amb els criteris seg\'fcents:\par - Obertures d'1 m2 com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1 m2: Es dedueixen el 100%\par En aquest criteri de deducci\'f3 de forats s'inclou l'acabament espec\'edfic dels acords amb els paraments o elements verticals que conformen el forat, utilitzant, si cal, materials diferents d'aquells que normalment conformen la unitat\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par *UNE 104402:1996 Sistemas para la impermeabilizaci\'f3n de cubiertas con materiales bituminosos modificados y bituminosos modificados\par UNE 104400-3:1999 Instrucciones para la puesta en obra de sistemas de impermeabilizaci\'f3n con membranas asf\'e1lticas para la impermeabilizaci\'f3n y rehabilitaci\'f3n de cubiertas. Control, utilizaci\'f3n y mantenimiento.\par\pard\par }LVALt{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par L\'e0mines formades per material bitumin\'f2s amb o sense armadura, per a impermeabilitzaci\'f3.\par S\'92han considerat els tipus de l\'e0mines seg\'fcents:\par - AB: L\'e0mina formada per una armadura impregnada de betum asf\'e0ltic fins a la saturaci\'f3.\par - LO: L\'e0mina d'oxiasfalt formada per una o v\'e0ries armadures, recobriment bitumin\'f3s i acabat antiadherent, sense protecci\'f3, amb autoprotecci\'f3 mineral o amb autoprotecci\'f3 met\'e0l\'b7lica.\par - LOM: L\'e0mina d'oxiasfalt modificat amb pol\'edmers elastom\'e8rics formada per una o v\'e0ries armadures, recobertes amb m\'e0stics bituminosos modificats a base d'oxiasfalt modificat, material antiadherent de pl\'e0stic, de superf\'edcie no protegida o amb autoprotecci\'f3 met\'e0l\'b7lica.\par - LBME: L\'e0mina extru\'efda de betum modificat amb pol\'edmers formada a base d\'92un m\'e0stic de betum modificat amb pol\'edmers, acabat antiadherent de pl\'e0stic i que eventualment, pot portar un refor\'e7 de feltre de fibra de vidre a la cara interna. Fabricada per extrussi\'f3 i calandratge.\par - LAM: L\'e0mina de quitr\'e0 modificat amb pol\'edmers sense armadura, fabricada per extrussi\'f3 i calandratge.\par - LBM (SBS): l\'e0mines de betum modificat amb elast\'f2mers (cautx\'fa termopl\'e0stic estir\'e8-butadi\'e8-estir\'e8) formades por una o v\'e0ries armadures recobertes amb m\'e0stics bituminosos modificats, material antiadherent, sense protecci\'f3 o amb autoprotecci\'f3 (mineral o met\'e0l\'b7lica).\par - LBM (APP): l\'e0mines de betum modificat amb plast\'f2mers (pol\'edmeLVALr polipropil\'e8 at\'e0ctic), formades por una o v\'e0ries armadures recobertes amb m\'e0stics bituminosos modificats, material antiadherent, sense protecci\'f3 o amb autoprotecci\'f3 (mineral o met\'e0l\'b7lica).\par - LBA: L\'e0mines autoadhesives de betum modificat formades per una o dues armadures, recobriment bituminos i material antiadherent que en una de les seves cares, com a m\'ednim, ha de ser extra\'efble, sense protecci\'f3 o amb autoprotecci\'f3 mineral o met\'e0l\'b7lica.\par S'han considerat els tipus d'armadures seg\'fcents:\par - FO: Feltre cel\'b7lul\'f2sic\par - FM: Conjunt feltre-malla de fibra de vidre i poliester\par - FV: Feltre de fibra de vidre\par - FP: Feltre de poliester\par - PE: Film de poliolefina\par - TV: Teixit de fibra de vidre\par - PR: Film de poliester\par - TJ: Teixit de jute\par - MV: Malla amb feltre de fibra de vidre\par - TPP: Teixit de polipropil\'e8\par - AL: Alumini\par - NA: Sense armadura\par S\'92han considerat els tipus d\'92armadures bituminoses seg\'fcents:\par - AB- FV: Feltre inorg\'e0nic de fibra de vidre\par - AB-FO: Feltre org\'e0nic de fibres vegetals i/o animals\par - AB-TV: Teixit inorg\'e0nic de fibra de vidre\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par L'armadura ha de donar resist\'e8ncia mec\'e0nica i/o estabilitat dimensional i servir de suport al material impermeabilitzant.\par La l\'e0mina ha de tenir un aspecte uniforme i sense defectes (vores esqueixades o no rectil\'ednies, trencameLVALnts, esquerdes, protuber\'e0ncies, clivelles, forats -excepte les perforacions caracter\'edstiques de la l\'e0mina perforada LO-40/P-, etc.).\par Les l\'e0mines met\'e0l\'b7liques d'autoprotecci\'f3 han d'haver estat sotmeses a un proc\'e9s de gofratge, amb la finalitat d'augmentar la resist\'e8ncia al lliscament del recobriment bitumin\'f3s i de compensar les dilatacions que experimentin.\par Les l\'e0mines amb autoprotecci\'f3 met\'e0l\'b7lica, han de tenir la superf\'edcie exterior totalment coberta amb una l\'e0mina protectora d'aquest material, adherit al recobriment bitumin\'f3s.\par La l\'e0mina amb autoprotecci\'f3 mineral, ha de tenir la superf\'edcie exterior coberta amb gra mineral uniformement repartit, encastat a la l\'e0mina i adherit al recobriment bitumin\'f3s.\par En la l\'e0mina amb autoprotecci\'f3 mineral, s'ha de deixar neta de grans minerals una banda perimetral de 8 cm, com a m\'ednim, per a possibilitar el solapament.\par En la l\'e0mina amb tractament antiarrels, la cara exterior ha d'estar tractada amb un producte herbicida o repelent de les arrels.\par En l\'92armadura bituminosa (AB), i les l\'e0mines de base oxiasfalt (LO i LOM), el material presentat en rotlles no ha d'estar adherit, al desenrrotllar-lo a la temperatura de 35\'b0C; ni s'ha de clivellar, al desenrrotllar-lo a 10\'b0C.\par Incompatibilitats:\par - L\'e0mines no protegides LBA, LBM, LO, LOM, LBME: No s'han de posar en contacte amb productes de base asf\'e0ltica o derivats.\par - L\'e0mines autoprotegides LBA, LBM, LO, LOM i l\'e0mines LAM: no s'han de posar en contacte amb productes de base de quitr\'e0 o derivats.\par Ampl\'e0ria nominal (UNE EN 1848-1) :\par - L\'e0mines AB, LBM, LBME, LO, LOM >= 100 cm\par - L\'e0mines LAM: >= 99 cm\par Llarg\'e0ria nominal (UNE EN 1848-1):\par - L\'e0mines LBM, LO, LOM, LAM: >= 5 m\par - L\'e0mines LBME, AB: >= 10 m\par L\'c0MINES LBA, LO, LOM, LBME O LBM:\par Ha de tenir un acabat antiadherent a la cara no protegida, per a evitar l'adher\'e8ncia a l'enrotllar-se.\paLVALr ARMADURA BITUMINOSA AB:\par La l\'e0mina ha de ser per si mateixa, mec\'e0nicament resistent.\par Massa i resist\'e8ncia a tracci\'f3:\par +-----------------------------------------------------------------+\par \'a6Tipus armadura \'a6 FO-300 \'a6 FO-400 \'a6 FV \'a6 TV \'a6\par \'a6-----------------------------\'a6--------\'a6--------\'a6--------\'a6--------\'a6\par \'a6Massa nominal (kg/10 m2) \'a6 6,3 \'a6 8,4 \'a6 8,0 \'a6 0,75 \'a6\par \'a6UNE EN 1849-1 \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6-----------------------------\'a6--------\'a6--------\'a6--------\'a6--------\'a6\par \'a6Massa m\'ednima (kg/10 m2) \'a6 5,7 \'a6 7,6 \'a6 7,6 \'a6 0,68 \'a6\par \'a6UNE EN 1849-1 \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6-----------------------------\'a6--------\'a6--------\'a6--------\'a6--------\'a6\par \'a6Massa m\'ednima armadura exenta \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6d'humitat i sene saturar \'a6 250 \'a6 330 \'a6 450 \'a6 450 \'a6\par \'a6(g/m2) UNE 104-281/6-8 \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6-----------------------------\'a6--------\'a6--------\'a6--------\'a6--------\'a6\par \'a6Resist\'e8ncia \'a6direcci\'f3 \'a6 >= 200 \'a6 >= 280 \'a6 >= 150 \'a6 >= 500 \'a6\par \'a6 a tracci\'f3 \'a6longitudinal\'a6 \'a6 \'a6 \'a6 \'a6\par \'a6 a 23 \'b0C \'a6------------\'a6--------\'a6--------\'a6--------\'a6--------\'a6\par \'a6 (N/5 cm) \'a6direcci\'f3 \'a6 >= 120 \'a6 >= 150 \'a6 >= 80 \'a6 >= 500 \'a6\par \'a6UNE-EN 12311-1 \'a6transversal \'a6 \'a6 \'a6 \'a6 \'a6\par +-----------------------------------------------------------------+\par Plegabilitat a 5\'b0C (UNE 104-281/6-4): No s'ha d'esquerdar\par Massa m\'e0xima de la mat\'e8ria mineral superficial (UNE 104-206) \par - FV: >= 6,0 kg/10 m2\par Massa m\'ednima del LVALmaterial de saturaci\'f3 amb relaci\'f3 a l'armadura (UNE 104-281/6-8):\par - FO: >= 110%\par Massa m\'ednima de la mat\'e8ria bituminosa (UNE 104-281/6-8):\par - FV: >= 4,0 kg/10 m2\par - TV: >= 0,2 kg/10 m2\par P\'e8rdua per escalfament a 105\'b0C, 5 h (UNE 104-281/6-14):\par - L\'e0mines FO: <= 4%\par Toler\'e0ncies:\par - Ampl\'e0ria nominal (UNE EN 1848-1): \'b1 1%\par - Llarg\'e0ria nominal (UNE EN 1848-1) : - 1%\par L\'c0MINA BITUMINOSA D\'92OXIASFALT LO:\par Massa de la l\'e0mina (UNE-EN 1849-1):\par +--------------------------------------------+\par \'a6Tipus \'a6acabat \'a6Massa nominal\'a6Massa m\'ednima\'a6\par \'a6l\'e0mina \'a6antiadh.\'a6 (kg/m2) \'a6 (kg/m2) \'a6\par \'a6--------\'a6--------\'a6-------------\'a6------------\'a6\par \'a6LO-20 \'a6 sorra \'a6 2,4 \'a6 2,2 \'a6\par \'a6 \'a6 pl\'e0stic\'a6 2,0 \'a6 1,8 \'a6\par \'a6--------\'a6--------\'a6-------------\'a6------------\'a6\par \'a6LO-30 \'a6 sorra \'a6 3,4 \'a6 3,1 \'a6\par \'a6 \'a6 pl\'e0stic\'a6 3,0 \'a6 2,7 \'a6\par \'a6--------\'a6--------\'a6-------------\'a6------------\'a6\par \'a6LO-40 \'a6 sorra \'a6 4,4 \'a6 4,0 \'a6\par \'a6 \'a6 pl\'e0stic\'a6 4,0 \'a6 3,6 \'a6\par \'a6--------\'a6--------\'a6-------------\'a6------------\'a6\par \'a6LO-50 \'a6 pl\'e0stic\'a6 5,0 \'a6 4,5 \'a6\par \'a6--------\'a6--------\'a6-------------\'a6------------\'a6\par \'a6LO-40/G \'a6 sorra \'a6 4,0 \'a6 3,6 \'a6\par \'a6 \'a6 pl\'e0stic\'a6 4,0 \'a6 3,6 \'a6\par +--------------------------------------------+\par Massa m\'ednima de les capes de recobriment bituminos. UNE 104-281/6-8 (kg/m2):\par +-----------------------------------------------------------------+\par \'a6Tipus \'a6Tipus armadura \'a6\par \'a6l\'e0mina \'a6-------------------------------------------------\'a6\par \'a6 LVAL \'a6 FO \'a6 FV \'a6 FP \'a6 TJ \'a6 MV \'a6 PE \'a6 PR \'a6\par \'a6---------------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6-------\'a6\par \'a6LO-20 sorra \'a6 0,91 \'a6 1,54 \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6\par \'a6 pl\'e0stic\'a6 1,07 \'a6 1,70 \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6\par \'a6---------------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6-------\'a6\par \'a6LO-30 sorra \'a6 1,81 \'a6 2,43 \'a6 2,36 \'a6 1,84 \'a6 2,45 \'a6 2,39 \'a6 2,45 \'a6\par \'a6 pl\'e0stic\'a6 1,97 \'a6 2,59 \'a6 2,52 \'a6 2,00 \'a6 2,61 \'a6 2,55 \'a6 2,61 \'a6\par \'a6---------------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6-------\'a6\par \'a6LO-40 sorra \'a6 2,48 \'a6 3,33 \'a6 3,26 \'a6 2,74 \'a6 3,34 \'a6 3,39 \'a6 3,35 \'a6\par \'a6 pl\'e0stic\'a6 2,64 \'a6 3,49 \'a6 3,42 \'a6 2,90 \'a6 3,50 \'a6 3,45 \'a6 3,51 \'a6\par \'a6---------------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6-------\'a6\par \'a6LO-50 pl\'e0stic\'a6 - \'a6 - \'a6 4,32 \'a6 3,80 \'a6 4,40 \'a6 4,34 \'a6 - \'a6\par \'a6---------------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6-------\'a6\par \'a6LO-40/G sorra \'a6 \'a6 1,73 \'a6 1,66 \'a6 - \'a6 - \'a6 - \'a6 - \'a6\par \'a6 pl\'e0stic\'a6 \'a6 2,01 \'a6 1,93 \'a6 - \'a6 - \'a6 - \'a6 - \'a6\par \'a6---------------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6-------\'a6\par \'a6LO-30/M pl\'e0stic\'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 2,34 \'a6 2,39 \'a6\par \'a6---------------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6-------\'a6\par \'a6LO-40/M pl\'e0stic\'a6 - \'a6 - \'a6 - \'a6 2,69 \'a6 - \'a6 3,25 \'a6 3,30 \'a6\par +-----------------------------------------------------------------+\par Massa m\'e0xima del material antiadherent (UNE 104-281/6-8):\par - L\'e0mina nLVALo protegida:\par - Sorra: <= 0,60 kg/m2\par - Pl\'e0stic: <= 0,04 kg/m2\par - L\'e0mina amb autoprotecci\'f3 (nom\'e9s cara interna):\par - Sorra: <= 0,30 kg/m2\par - Pl\'e0stic: <= 0,02 kg/m2\par Plegabilitat a 5\'b0C (UNE 104-281/6-4): No s'ha d'esquerdar\par Resist\'e8ncia a la calor. Assaig a 80\'b0C durant 2 h en posici\'f3 vertical (UNE 104-281/6-3):\par - P\'e8rdua de vol\'e0tils (UNE 104-281): < 1,5%\par - Canvis en el flux del recobriment (UNE 104-281/6-3):\par - L\'e0mina LO-20, LO-30 i autoprotecci\'f3 mineral (80\'b0C) : < 2 mm\par - L\'e0mina LO-40, LO-50 i autoprotecci\'f3 met\'e0l\'b7lica (70\'b0C) : < 2 mm\par - Formaci\'f3 d'ampolles: Nul\'b7la\par En les l\'e0mines amb armadura tipus FO o FV, al final de l'assaig les provetes no han de tenir guerxaments ni deformacions.\par Absorci\'f3 d'aigua en massa (UNE 104-281/6-11):\par - L\'e0mines perforades amb autoprotecci\'f3 mineral o no protegides amb material antiadherent de sorra: <= 5%\par - En la resta de l\'e0mines: <= 1%\par Recobriment asf\'e0ltic (UNE 104-232/1) : Tipus II-B\par L\'c0MINA PERFORADA LO-40/P:\par Les perforacions han d'estar distribuides uniformement a tota la superf\'edcie de la l\'e0mina.\par Di\'e0metre de les perforacions: <= 20 mm, >= 15 mm\par Superf\'edcie perforada: <= 10%, >= 2,4%\par L\'c0MINA D\'92OXIASFALT MODIFICAT LOM:\par Composici\'f3 de les l\'e0mines (kg/m2):\par +---------------------------------------------------------------+\par \'a6 Tipus l\'e0mina \'a6 LOM-40\'a6 FP-130\'a6 PE-95\'a6 PR-50\'a6 TV-50 \'a6 FV-100\'a6\par \'a6-----------------\'a6-------\'a6-------\'a6------\'a6------\'a6-------\'a6-------\'a6\par \'a6 Massa nominal \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6 UNE_EN 1849-1 \'a6 \'a6 4,00 \'a6 4,00\'a6 4,00\'a6 4,00 \'a6 4,00 \'a6\par \'a6-----------------\'a6-------\'a6-------\'a6------\'a6------\'a6-------\'a6-------\'a6\par \'a6 Massa m\'ednima \'a6 \'a6 \'a6 \'aLVAL6 \'a6 \'a6 \'a6\par \'a6 UNE-EN 1849-1 \'a6 \'a6 3,80 \'a6 3,80\'a6 3,80\'a6 3,80 \'a6 3,80 \'a6\par \'a6-----------------\'a6-------\'a6-------\'a6------\'a6------\'a6-------\'a6-------\'a6\par \'a6 Massa m\'ednima \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6capes recobriment\'a6 LOM \'a6 3,62 \'a6 3,65\'a6 3,69\'a6 - \'a6 3,65 \'a6\par \'a6 bitumin\'f3s \'a6-------\'a6-------\'a6------\'a6------\'a6-------\'a6-------\'a6\par \'a6UNE 104-281/6-8 \'a6 LOM/M \'a6 3,40 \'a6 3,44\'a6 3,49\'a6 3,49 \'a6 - \'a6\par +---------------------------------------------------------------+\par Massa m\'e0xima del material antiadherent (pl\'e0stic) (UNE 104-281/6-8)\par - L\'e0mina no protegida : <= 0,04 kg/m2\par - L\'e0mina amb autoprotecci\'f3 met\'e0l\'b7lica (nom\'e9s cara interna): <= 0,02 kg/m2\par Plegabilitat a -5\'b0C (UNE 104-281/6-4): No s'ha d'esquerdar\par Resist\'e8ncia a la calor. Assaig a 70\'b0C durant 2 h en posici\'f3 vertical (UNE 104-281/6-3):\par - P\'e8rdua de vol\'e0tils (UNE 104-281): < 1,5%\par - Canvis en el flux del recobriment : < 1 mm\par - Formaci\'f3 d'ampolles: Nul\'b7la\par\pard\plain\f0\fs18 En les l\loch\f0\hich\f0 \'e0mines amb armadura de fibra de vidre, al final de l'assaig les provetes no han de tenir guerxaments ni deformacions.\par Estabilitat dimensional, 2 h a 80\'b0C (UNE 104-281/6-7):\par - Amb armadura de polietil\'e8 : <= 2,5%\par - Amb la resta d'armadures : <= 1%\par Absorci\'f3 d'aigua en massa (UNE 104-281/6-11): <= 1%\par Caracter\'edstiques del m\'e0stic bituminos modificat:\par - Tipus (UNE 104-232/2): Tipus I-A\par - Punt de reblaniment, anella-bola (UNE 104-281/1-3): >= 90\'b0C\par - Penetraci\'f3, 25\'baC, 100 g, 5 s en 0,1 mm (UNE 104-281/1-4): >= 25 mm, <= 70 mm\par - \'cdndex de penetraci\'f3 (UNE 104-281/1-5): >= + 5\par - Contingut de cendres (UNE 104-281/1-7): <= 30%\par L\'c0MINES BITUMINOSES LBM, LO I LOM:\par Caracter\'edstiques de l'armadura i LVALresist\'e8ncia a tracci\'f3 de la l\'e0mina:\par +--------------------------------------------------------------------------+\par \'a6Tipus\'a6 Massa \'a6 Massa armadura\'a6Allargament al \'a6 Resist\'e8ncia tracci\'f3 \'a6\par \'a6 \'a6 nominal\'a6 exempta \'a6trencament a \'a6 de la l\'e0mina a 23\'b0C \'a6\par \'a6 \'a6armadura\'a6 d'humitat \'a6 23\'b0C \'a6 UNE-EN 12311-1 \'a6\par \'a6 \'a6(g/m2) \'a6i sense saturar\'a6UNE-EN 12311-1 \'a6 (N/5 cm) \'a6\par \'a6 \'a6 \'a6UNE 104-281/6-8\'a6---------------\'a6---------------------------\'a6\par \'a6 \'a6 \'a6 (g/m2) \'a6longit \'a6transv \'a6 longitudinal\'a6transversal \'a6\par \'a6 \'a6 \'a6 \'a6-------\'a6-------\'a6-------------\'a6-------------\'a6\par \'a6 \'a6 \'a6 \'a6 \'a6 \'a6sense \'a6autop \'a6sense \'a6autop \'a6\par \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 prot.\'a6m\'e8t. \'a6 prot.\'a6m\'e8t. \'a6\par \'a6-----\'a6--------\'a6---------------\'a6-------\'a6-------\'a6------\'a6------\'a6-------------\'a6\par \'a6FO \'a6 300 \'a6 250 \'a6 - \'a6 - \'a6>= 300\'a6 - \'a6>= 200\'a6 - \'a6\par \'a6FO \'a6 400 \'a6 330 \'a6 - \'a6 - \'a6>= 400\'a6 - \'a6>= 300\'a6 - \'a6\par \'a6-----\'a6--------\'a6---------------\'a6-------\'a6-------\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6FV \'a6 50 \'a6 45 \'a6 - \'a6 - \'a6>= 200\'a6 - \'a6>= 120\'a6 - \'a6\par \'a6FV \'a6 60 \'a6 54 \'a6 - \'a6 - \'a6>= 250\'a6 - \'a6>= 175\'a6 - \'a6\par \'a6FV \'a6 100 \'a6 90 \'a6 - \'a6 - \'a6>= 280\'a6 - \'a6>= 240\'a6 - \'a6\par \'a6-----\'a6--------\'a6---------------\'a6-------\'a6-------\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6FP \'a6 130 \'a6 120 \'a6>= 30% \'a6>= 30% \'a6>= 500\LVAL'a6>= 500\'a6>= 300\'a6LO-LOM\'a6\par \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6>= 400\'a6\par \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6LBM \'a6\par \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6>= 300\'a6\par \'a6-----\'a6--------\'a6---------------\'a6-------\'a6-------\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6TJ \'a6 300 \'a6 270 \'a6 - \'a6 - \'a6>= 400\'a6>= 600\'a6>= 400\'a6>= 600\'a6\par \'a6-----\'a6--------\'a6---------------\'a6-------\'a6-------\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6TV \'a6 50 \'a6 45 \'a6 - \'a6 - \'a6 - \'a6>= 600\'a6 - \'a6>= 600\'a6\par \'a6-----\'a6--------\'a6---------------\'a6-------\'a6-------\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6MV \'a6 100 \'a6 90 \'a6 - \'a6 - \'a6>= 400\'a6>= 300\'a6>= 400\'a6 - \'a6\par \'a6-----\'a6--------\'a6---------------\'a6-------\'a6-------\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6FM \'a6 130 \'a6 120 \'a6 >=3% \'a6 >=3% \'a6>= 350\'a6 - \'a6>= 350\'a6 - \'a6\par \'a6FM \'a6 180 \'a6 170 \'a6 - \'a6 - \'a6 - \'a6>= 500\'a6 - \'a6>= 500\'a6\par \'a6-----\'a6--------\'a6---------------\'a6-------\'a6-------\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6PE \'a6 95 \'a6 85 \'a6>=250% \'a6>=250% \'a6>= 100\'a6>= 220\'a6>= 100\'a6>= 220\'a6\par \'a6PE \'a6 2 x 95 \'a6 85 \'a6>=250% \'a6>=250% \'a6>= 280\'a6 - \'a6>= 250\'a6 - \'a6\par \'a6-----\'a6--------\'a6---------------\'a6-------\'a6-------\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6PR \'a6 50 \'a6 45 \'a6>= 50% \'a6>= 50% \'a6>= 200\'a6>= 220\'a6>= 200\'a6>= 220\'a6\par \'a6PR \'a6 70 \'a6 63 \'a6>= 50% \'a6>= 50% \'a6>= 200\'a6>= 220\'a6>= 200\'a6>= 220\'a6\par LVAL\'a6-----\'a6--------\'a6---------------\'a6-------\'a6-------\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6NA \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6>= 200\'a6 - \'a6>= 200\'a6\par +--------------------------------------------------------------------------+\par Massa de la protecci\'f3 met\'e0l\'b7lica (alumini) (UNE 104-281/6-8): >= 0,20 kg/m2\par Gruix de la l\'e0mina met\'e0l\'b7lica (UNE 104-207): >= 80/1000 mm\par Toler\'e0ncies:\par - Ampl\'e0ria (UNE EN 1848-1):\par - L\'e0mina amb armadura de feltre o teixit : \'b1 1%\par - L\'e0mina amb armadura de film : \'b1 1,5%\par L\'c0MINA AUTOADHESIVA DE BETUM MODIFICAT LBA:\par El material antiadherent pot ser un film de pl\'e0stic o paper siliconat i ha de complir les especificacions de la UNE 104206.\par Aspecte (UNE-EN 1850-1): Ha de complir\par Caracter\'edstiques de l'armadura i resist\'e8ncia a tracci\'f3 de la l\'e0mina:\par +-----------------------------------------------------------+\par \'a6Tipus\'a6 Massa \'a6Allargament al \'a6 Resist\'e8ncia tracci\'f3 \'a6\par \'a6 \'a6 nominal \'a6trencament a \'a6 de la l\'e0mina a 23\'b0C \'a6\par \'a6 \'a6 l\'e0mina \'a6 23\'b0C \'a6 UNE-EN 12311-1 \'a6\par \'a6 \'a6(kg/10m2)\'a6UNE-EN 12311-1 \'a6 (N/5 cm) \'a6\par \'a6 \'a6 \'a6---------------\'a6---------------------------\'a6\par \'a6 \'a6 \'a6longit \'a6transv \'a6 longitudinal\'a6transversal \'a6\par \'a6-----\'a6---------\'a6-------\'a6-------\'a6-------------\'a6-------------\'a6\par \'a6FV \'a6 \'a6 - \'a6 - \'a6 >= 200 \'a6 >= 120 \'a6\par \'a6-----\'a6---------\'a6-------\'a6-------\'a6-------------\'a6-------------\'a6\par \'a6FP \'a6 <= 20 \'a6>= 30% \'a6>= 30% \'a6 >= 300 \'a6 >= 200 \'a6\par \'a6FP \'a6 >= 25 \'a6>= 30% \'a6>= 30% \'a6 >= 500 \'a6 >= 300 \'a6\par \'a6-----\'a6---------\'a6-------\'a6-------\'a6-------------\'a6---------LVAL----\'a6\par \'a6PE \'a6 \'a6>=150% \'a6>=150% \'a6 >= 100 \'a6 >= 100 \'a6\par \'a6-----\'a6---------\'a6-------\'a6-------\'a6-------------\'a6-------------\'a6\par \'a6TPP \'a6 \'a6>= 20% \'a6>= 20% \'a6 >= 500 \'a6 >= 500 \'a6\par \'a6-----\'a6---------\'a6-------\'a6-------\'a6-------------\'a6-------------\'a6\par \'a6AL \'a6 \'a6 - \'a6 - \'a6 >= 180 \'a6 >= 180 \'a6\par +-----------------------------------------------------------+\par Massa de la protecci\'f3 met\'e0l.lica (alumini) (UNE 104281-6-8): >= 0,120 kg/m2\par Gruix de la l\'e0mina met\'e0l.lica (UNE 104207): >= 50/1000 mm\par Massa de la protecci\'f3 mineral (UNE 104-281/6-8): >= 0.80 kg/m2\par Plegabilitat a - 15\'b0C (UNE-EN 1109): No s'ha d'esquerdar\par Resistencia a la calor i Adherencia:\par Ha de complir l\'92assaig de lliscament de les diferents capes (UNE 104481-2) i de resistencia a la separaci\'f3 entre capes (UNE-EN 12316-1) amb les especificacions definides en la UNE 104241.\par Caracter\'edstiques del m\'e0stic bituminos modificat:\par - Punt de reblaniment (anella-bola) (UNE 104281-1-3): >= 90\'b0C\par - Penetraci\'f3, 25\'b0C, 100 g, 5 s en 0,1 mm (UNE 104281-1-4): >= 50 mm; <= 125 mm\par - P\'e8rdua per escalfament, 5 h a 163\'b0C (UNE 104-281/1-11) : <= 1,0%\par Toler\'e0ncies:\par - Ampl\'e0ria (UNE EN 1848-1):\par - L\'e0mina amb armadura de feltre o teixit : \'b1 1%\par - L\'e0mina amb armadura de film : \'b1 1,5%\par - Massa de la l\'e0mina (UNE-EN 1849-1):\par - Massa nominal 1,5 kg/m2: - 0,1 kg/m2\par - Massa nominal >1,5 kg/m2: - 0,2 kg/m2\par - Rectitut (UNE EN 1848-1): \'b1 20 mm/10 m\par L\'c0MINA DE BETUM MODIFICAT LBM:\par Gruix i massa (UNE-EN 1849-1):\par +-------------------------------------------------------------------+\par \'a6 \'a6 Gruix \'a6 Massa \'a6 Massa \'a6 Massa m\'e0xima del \'a6\par \'a6Tipus de l\'e0mina \'a6 (mm) \'a6nominal \'a6m\'ednima \'a6material antiadheLVALrent \'a6\par \'a6 \'a6 \'a6(kg/m2) \'a6(kg/m2)\'a6UNE 104-281-6-8 (kg/m2) \'a6\par \'a6--------------- \'a6--------\'a6--------\'a6-------\'a6------------------------\'a6\par \'a6LBM-24 \'a6>= 2,0 \'a6 2,40 \'a6 2,20 \'a6sorra 0,60 \'a6\par \'a6----------------\'a6--------\'a6--------\'a6-------\'a6------------------------\'a6\par \'a6LBM-30 \'a6>= 2,4 \'a6 3,00 \'a6 2,80 \'a6pl\'e0stic 0,04 \'a6\par \'a6LBM-30/M \'a6>= 2,5 \'a6 \'a6 \'a6pl\'e0stic 0,02 \'a6\par \'a6----------------\'a6--------\'a6--------\'a6-------\'a6------------------------\'a6\par \'a6LBM-40 \'a6>= 3,2 \'a6 4,00 \'a6 3,80 \'a6pl\'e0stic 0,04 \'a6\par \'a6LBM-40/G \'a6 \'a6 \'a6 \'a6sorra 0,30 pl\'e0stic 0,02 \'a6\par \'a6----------------\'a6--------\'a6--------\'a6-------\'a6------------------------\'a6\par \'a6LBM-48 \'a6>= 4,0 \'a6 4,80 \'a6 4,50 \'a6pl\'e0stic 0,04 \'a6\par \'a6LBM-48/M \'a6 \'a6 \'a6 \'a6pl\'e0stic 0,02 \'a6\par \'a6----------------\'a6--------\'a6--------\'a6-------\'a6------------------------\'a6\par \'a6LBM-50/G \'a6>= 4,0 \'a6 5,00 \'a6 4,80 \'a6pl\'e0stic 0,02 \'a6\par \'a6----------------\'a6--------\'a6--------\'a6-------\'a6------------------------\'a6\par \'a6LBM-30/M \'a6>= 3,4 \'a6 3,00 \'a6 2,80 \'a6pl\'e0stic 0,04 \'a6\par +-------------------------------------------------------------------+\par Massa m\'ednima de les capes de recobriment bitumin\'f3s. UNE 104-281/6-8 (kg/m2):\par +----------------------------------------------------------------------------+\par \'a6Tipus \'a6mat. \'a6 FP \'a6 FV \'a6 FV \'a6 MV \'a6 FM \'a6 FM \'a6 TV \'a6 PE \'a6 PR \'a6 NA \'a6\par \'a6l\'e0mina \'a6antiadh\'a6 130 \'a6 50 \'a6 100 \'a6 100 \'a6 130 \'a6 180 \'a6 50 \'a6 95 \'a6 70 \'a6 \'a6\par \'a6--------\'a6-------\'a6-----\LVAL'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6\par \'a6LBM-24 \'a6sorra \'a6 1,46\'a6 1,54\'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6\par \'a6LBM-30 \'a6pl\'e0stic\'a6 2,39\'a6 2,70\'a6 - \'a6 2,65\'a6 2,39\'a6 - \'a6 - \'a6 2,65\'a6 2,70\'a6 - \'a6\par \'a6LBM-40 \'a6pl\'e0stic\'a6 3,39\'a6 - \'a6 3,65\'a6 3,65\'a6 - \'a6 - \'a6 - \'a6 3,65\'a6 3,70\'a6 - \'a6\par \'a6LBM-48 \'a6pl\'e0stic\'a6 4,10\'a6 - \'a6 4,35\'a6 4,35\'a6 - \'a6 - \'a6 - \'a6 4,35\'a6 4,40\'a6 - \'a6\par \'a6--------\'a6-------\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6\par \'a6LBM-40/G\'a6sorra \'a6 1,63\'a6 1,89\'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6\par \'a6 \'a6pl\'e0stic\'a6 1,91\'a6 2,17\'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6\par \'a6--------\'a6-------\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6\par \'a6LBM-50/G\'a6pl\'e0stic\'a6 2,91\'a6 - \'a6 - \'a6 - \'a6 - \'a6 2,86\'a6 - \'a6 - \'a6 - \'a6 - \'a6\par \'a6LBM-30/M\'a6pl\'e0stic\'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 2,49\'a6 2,44\'a6 2,49\'a6 2,55\'a6\par \'a6LBM-48/M\'a6pl\'e0stic\'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 - \'a6 4,30\'a6 4,25\'a6 4,30\'a6 - \'a6\par +----------------------------------------------------------------------------+\par Massa de la protecci\'f3 mineral (UNE 104-281/6-8):\par - Pissarra granulada: >= 0,80 kg/m2\par - Granulats colorejats: >= 1,00 kg/m2\par Plegabilitat (UNE 104-281/6-4): No s'ha d'esquerdar\par - Temperatura de l'assaig l\'e0mina LBM (SBS): - 15\'b0C\par - Temperatura de l'assaig l\'e0mina LBM (APP): - 10\'b0C\par Resist\'e8ncia a la calor. Assaig a 80\'b0C durant 2 h en posici\'f3 vertical (UNE 104-281/6-3):\par - P\'e8rdua de vol\'e0tils (UNE 104-281): < 1,5%\par - Canvis en el flux del rLVALecobriment \par - L\'e0mines amb armadura de film de poliester (80\'b0C) : <= 2 mm\par - En la resta de l\'e0mines (100\'b0C) : <= 2 mm\par En les l\'e0mines amb armadura de fibra de vidre, al final de l'assaig les provetes no han de tenir guerxaments ni deformacions.\par Estabilitat dimensional, 2 h a 80\'b0C (UNE 104-281/6-7):\par - L\'e0mines no protegides:\par - Amb armadura de feltre i film de poliester : <= 1%\par - Amb armadura de polietil\'e8 : <= 2,5%\par - Amb la resta d'armadures : <= 0,5%\par - L\'e0mines autoprotegides : <= 0,6%\par Caracter\'edstiques del m\'e0stic bituminos modificat:\par - Punt de reblaniment (anell i bola) (UNE 104-281/1-3): >= 110\'b0C\par - Penetraci\'f3, 25\'b0C, 100 g, 5 s en 0,1 mm (UNE 104-281/1-4)\par - LBM (SBS): >= 25 mm, <= 65 mm\par - LBM (APP): >= 20 mm, <= 80 mm\par - P\'e8rdua per escalfament, 5 h a 163\'b0C (UNE 104-281/1-11) : <= 1,0%\par - Deformaci\'f3 remanent per tracci\'f3: SBS (UNE 104-242/1): <= 10%\par - Contingut de cendres (UNE 104-281/1-7) : <= 30%\par - Plegabilitat (UNE 104-281/6-4) : No s'ha d'esquerdar\par - Temperatura de l'assaig l\'e0mina LBM (SBS): - 20\'b0C\par - Temperatura de l'assaig l\'e0mina LBM (APP): - 15\'b0C\par Durabilitat (UNE 104-281/6-16): Les caracter\'edstiques del material despr\'e9s de l\'92assaig han de ser les especificades a la norma UNE 104-242-1 per les l\'e0mines LBM (SBS) i a la norma UNE 104-242-2 per les l\'e0mines LBM (APP).\par Toler\'e0ncies:\par - Gruix (UNE EN 1849-1):\par - Valor mig: - 0,2 mm\par - Valor individual\par - L\'e0mines no protegides : \'b1 10%\par - L\'e0mines amb autoprotecci\'f3 (mineral o met\'e0l\'b7lica) : \'b1 15%\par L\'c0MINA EXTRUIDA DE BETUM MODIFICAT LBME:\par Composici\'f3 de les l\'e0mines (kg/m2):\par +--------------------------------------------------+\par \'a6 Tipus l\'e0mina \'a6 \'a6LBME-20\'a6LBME-15\'a6LBME-20\'a6\par \'a6 \'a6 \'a6 NA \'aLVAL6 FV \'a6 FV \'a6\par \'a6-------------------\'a6------\'a6-------\'a6-------\'a6-------\'a6\par \'a6 Gruix \'a6 mm \'a6 \'a6 \'a6 \'a6\par \'a6 UNE EN 1849-1 \'a6 \'a6 2,00 \'a6 1,50 \'a6 2,00 \'a6\par \'a6-------------------\'a6------\'a6-------\'a6-------\'a6-------\'a6\par \'a6 Massa nominal \'a6 kg/m2\'a6 \'a6 \'a6 \'a6\par \'a6 UNE EN 1849-1 \'a6 \'a6 2,00 \'a6 1,50 \'a6 2,00 \'a6\par \'a6-------------------\'a6------\'a6-------\'a6-------\'a6-------\'a6\par \'a6 Massa m\'ednima \'a6 kg/m2\'a6 \'a6 \'a6 \'a6\par \'a6 UNE EN 1849-1 \'a6 \'a6 1,80 \'a6 1,30 \'a6 1,80 \'a6\par \'a6-------------------\'a6------\'a6-------\'a6-------\'a6-------\'a6\par \'a6Massa m\'ednima arma- \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6dura desaturada i \'a6 \'a6 - \'a6 0,045%\'a6 0,045%\'a6\par \'a6exenta d'humitat \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6 UNE 104-281/6-8 \'a6 \'a6 \'a6 \'a6 \'a6\par +--------------------------------------------------+\par Massa m\'e0xima del material antiadherent (UNE 104-281/6-8):\par - Amb armadura: <= 0,02 kg/m2\par - Sense armadura: <= 0,04 kg/m2\par Plegabilitat a -20\'b0C (UNE 104-281/6-4): No s'ha d'esquerdar\par Resist\'e8ncia a la tracci\'f3 a 23\'b0C (UNE_EN 12311-1):\par - En direcci\'f3 longitudinal: >= 400 N/5 cm\par - En direcci\'f3 transversal: >= 400 N/5 cm\par Allargament fins al trencament a 23\'b0C (UNE_EN 12311-1):\par - En direcci\'f3 longitudinal: >= 400%\par - En direcci\'f3 transversal: >= 400%\par Resist\'e8ncia a la calor. Assaig a 80\'b0C durant 2 h en posici\'f3 vertical (UNE 104-281/6-3):\par - P\'e8rdua de vol\'e0tils (UNE 104-281): < 1,5%\par En les l\'e0mines amb armadura de fibra de vidre, al final de l'assaig les provetes no han de tenir guerxaments ni deformacions.\par Estabilitat dimensional, 6 h a 80\'b0C (UNE 104-281/6-7):\par - Amb armadura : <= 2%\par LVAL- Sense armadura : <= 1%\par Absorci\'f3 d'aigua en massa (UNE 104-281/6-11) : <= 2%\par Caracter\'edstiques del m\'e0stic bituminos modificat:\par - Punt de reblaniment (anell i bola) (UNE 104-281/1-3): >= 110\'b0C\par - Penetraci\'f3, 25\'b0C, 100 g, 5 s en 0,1 mm (UNE 104-281/1-4): >= 25 mm\par - P\'e8rdua per calentament 5 h a 163\'baC (UNE 104-281/1-11): <= 1,0\par - Contingut de cendres (UNE 104-281/1-7): <= 5%\par Durabilitat (UNE 104-281/6-16): Les caracter\'edstiques del material despr\'e8s de l'assaig han de ser les especificades en la norma UNE 104-243.\par Toler\'e0ncies:\par - Ampl\'e0ria nominal (UNE EN 1848-1): \'b1 1%\par - Gruix nominal (UNE EN 1849-1): \'b1 0,2 mm\par L\'c0MINA QUITR\'c0 MODIFICAT LAM:\par Gruix i massa (UNE EN 1849-1):\par +----------------------------------------------------------+\par \'a6Tipus \'a6 Gruix \'a6Toler\'e0ncia\'a6 Massa mitjana \'a6 Massa m\'ednima \'a6\par \'a6l\'e0mina \'a6 (mm) \'a6 (mm) \'a6 (kg/m2) \'a6 (kg/m2) \'a6\par \'a6-------\'a6-------\'a6----------\'a6---------------\'a6---------------\'a6\par \'a6LAM-2 \'a6 2,2 \'a6 \'b1 0,2 \'a6 3,0 \'a6 2,8 \'a6\par \'a6LAM-3 \'a6 3,3 \'a6 \'b1 0,3 \'a6 4,5 \'a6 4,2 \'a6\par +----------------------------------------------------------+\par Plegabilitat a - 10\'b0C (UNE 104-281/6-4): No s'ha d'esquerdar\par Resist\'e8ncia a la tracci\'f3 a 23\'b0C, en proveta tipus 1 (UNE 53-510):\par - En direcci\'f3 longitudinal: >= 2,5 MPa (25 kgf/cm2)\par - En direcci\'f3 transversal: >= 1,5 MPa (15 kgf/cm2)\par Allargament fins al trencament (UNE 53-510):\par - En direcci\'f3 longitudinal: >= 60%\par - En direcci\'f3 transversal: >= 150%\par Resist\'e8ncia a la calor. Assaig a 80\'b0C durant 2 h en posici\'f3 vertical (UNE 104-281/6-3):\par - P\'e8rdua de vol\'e0tils (UNE 104-281): < 1,5%\par - Canvis en el flux del recobriment : < 1 mm\par - Formaci\'f3 d'ampolles: Nul\'b7la\par Estabilitat dimensional, 2 h a 80\'baC (UNE 104-281LVAL/6-7):\par - Longitudinal: <= 4%\par - Transversal: <= 2%\par Absorci\'f3 d'aigua en massa (UNE 104-281/6-11) : <= 2%\par Duresa Shore A, (UNE 53-130): 60\'b0\par Punt de reblaniment anella-bola (UNE 104-281/1-3): >= 140\'b0C\par Durabilitat (UNE 104-281/6-16): Les caracter\'edstiques del material despr\'e8s de l\'92assaig han de ser les especificades en la norma UNE 104-244.\par Toler\'e0ncies:\par - Duresa Shore A (UNE 53-130): \'b1 10\'b0\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetada en rotlles. Cada un ha de contenir una sola pe\'e7a, o com a m\'e0xim dues. En cada partida no hi haur\'e0 m\'e9s del 3% de rotlles, contenint dues peces i cap que en contingui m\'e9s de dues. Els rotlles han d'anar protegits.\par Cada rotlle ha de portar una etiqueta en la qual hi ha de constar:\par - Nom i adre\'e7a del fabricant, de la marca comercial o del distribu\'efdor\par - Designaci\'f3 del producte segons normativa\par - Nom comercial de la l\'e0mina\par - Llarg\'e0ria i ampl\'e0ria nominals de la l\'e0mina en m\par - Nombre i tipus d'armadures, en el seu cas\par - Data de fabricaci\'f3\par - Condicions d'emmagatzematge\par - En l\'e0mines LBA, LBM, LBME, LO i LOM: Massa nominal de la l\'e0mina per m2\par - En l\'e0mines LAM: Massa mitjana de la l\'e0mina per m2\par - En armadures bituminoses: Massa nominal de la l\'e0mina per 10 m2\par - En l\'e0mines LBME: Gruix nominal de la l\'e0mina en mm\par Emmagatzematge: Els rotlles s'han de mantenir en el seu env\'e0s, apilats en posici\'f3 horitzontal amb un m\'e0xim de quatre filades posades en el mateix sentit, a temperatura baixa i uniforme, protegits del sol, la pluja i la humitat en llocs coberts i ventilats.\par Temps m\'e0xim emmagatzematge:\par - L\'e0mines autoadhesives: 6 mesos\par - Resta de l\'e0mines: 12 mesos\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE 104238:19LVAL99 Impermeabilizaci\'f3n. Materiales bituminosos y bituminosos modificados. L\'e1minas bituminosas de oxiasfalto.\par UNE 104239:1989 Impermeabilizaci\'f3n. Materiales bituminosos y bituminosos modificados. Laminas de oxiasfalto modificado.\par UNE 104243:1990 Impermeabilizaci\'f3n. Materiales bituminosos y bituminosos modificados. Laminas extruidas de bet\'fan modificado con polimeros.\par UNE 104244:1988 Impermeabilizaci\'f3n. Materiales bituminosos y bituminosos modificados. L\'e1minas de alquitr\'e1n modificado con pol\'edmeros.\par UNE 104237:1989 Impermeabilizaci\'f3n. Materiales bituminosos y bituminosos modificados. Caracter\'edsticas de las armaduras bituminosas.\par UNE 104242-2:1999 Impermeabilizaci\'f3n. Materiales bituminosos y bituminosos modificados. L\'e1minas de bet\'fan modificado con plast\'f3meros.\par UNE 104242-1:1999 Impermeabilizaci\'f3n. Materiales bituminosos y bituminosos modificados. L\'e1minas de bet\'fan modificado con elast\'f3meros.\par *UNE 104241:2002 EX Impermeabilizaci\'f3n. Materiales bituminosos y bituminosos modificados. L\'e0minas autoadhesivas de bet\'fan modificado\par\pard\par } LVALde aluminio para forja. Serie 6000. ALMGSI. Aleaci\'f3n en AW-6063/EN, AW-ALMG0,7SI.\par *UNE 38350:2001 Aluminio y aleaciones de aluminio para forja. Grupo Al-Mg-Si. Aleaci\'f3n L-3442 Al-0,5MgSi.\par *UNE-EN 12020-1:2001 Aluminio y aleaciones de aluminio. Perfiles extru\'eddos especiales en aleaciones en AW-6060 y en AW-6063. Parte 1: Condiciones t\'e9cnicas de inspecci\'f3n y suministro.\par *UNE-EN 12020-2:2001 Aluminnio y aleaciones de aluminio. Perfiles extru\'eddos especiales en aleaciones en AW-6060 y en AW6063. Parte 2: Tolerancias dimensionales y de forma.\par *UNE-EN 12373-1:2002 Aluminio y aleaciones de aluminio. Anodizaci\'f3n. Parte 1: M\'e9todo de especificaci\'f3n de las caracter\'edsticas de los recubrimientos decorativos y protectores obtenidos por oxidaci\'f3n an\'f3dica del aluminio.\par *UNE-EN 14024:2006 Perfiles met\'e1licos con barreras t\'e9rmicas. Comportamiento mec\'e1nico. Requisitos, pruebas y m\'e9todos para la evaluaci\'f3n.\par *UNE-EN 12207:2000 Puertas y ventanas. Permeabilidad al aire. Clasificaci\'f3n\par *UNE-EN 12208:2000 Puertas y ventanas. Estanqueidad al agua. Clasificaci\'f3n.\par *UNE-EN 12210:2000 Puertas y ventanas. Resistencia al viento. Clasificaci\'f3n.\par FINESTRES O BALCONERES:\par *UNE 85201:1980 Ventanas. Terminologia y definiciones.\par *UNE 85222:1985 Ventanas. Acristalamiento y m\'e9todos de montaje.\par\pard\par }0@LVALTt{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par L\'e0mina formada per feltres de teixits sint\'e8tics.\par S'han considerat els materials seg\'fcents:\par - Feltre de polipropil\'e8 format per filaments sint\'e8tics no teixits lligats mec\'e0nicament\par - Feltre de poliester termoestable fet amb fibres de poliester sense teixir, consolidat mec\'e0nicament mitjan\'e7ant punxonament\par - Feltre amb un 70% de fibres de polipropil\'e8 i un 30% de fibres de polietil\'e8, sense teixir, termosoldat\par - Feltre teixit de fibres de polipropil\'e8\par CARACTER\'cdSTIQUES GENERALS:\par La funci\'f3 principal del geot\'e8xtil pot ser:\par - F: Filtraci\'f3\par - S: Separaci\'f3\par - R: Refor\'e7\par - D: Drenatge\par - P: Protecci\'f3\par Un geot\'e8xtil pot ser apte per varies funcions.\par La funci\'f3 de separaci\'f3 no es pot especificar sola, ha d\'92anar amb la de filtraci\'f3 o refor\'e7.\par La l\'e0mina estesa ha de tenir un aspecte uniforme i sense defectes. Les vores han de ser rectes.\par Ha de ser resistent a la perforaci\'f3 i als esfor\'e7os de tracci\'f3 en el seu pla.\par Ha de ser permeable a l'aigua i al vapor.\par Ha de resistir l'acci\'f3 dels agents clim\'e0tics i de les subst\'e0ncies actives naturals del s\'f2l.\par Els geot\'e8xtils que no s\'92hagin sotm\'e8s a l\'92assaig de resist\'e8ncia a la intemp\'e8rie s\'92han de cobrir abans de 24 h des de la seva col.locaci\'f3.\par Les caracter\'edstiques exigides per als geot\'e8xtils estan en funci\'f3 de l\'92\'fas i venen regulats per la norma corresponent. La relaci\'f3 \'fas-norma-funcions \'e9s la seg\'fcent:\par - UNE-EN 13249LVAL: Carreteres i altres zones de tr\'e0nsit, excepte vies ferrovi\'e0ries i capes de rodadura asf\'e0ltica): F, R, F+S, F+R+S\par - UNE-EN 13250: Construccions ferrovi\'e0ries: F, R, F+S, F+R+S\par - UNE-EN 13251: Moviments de terres, fonaments i estructures de contenci\'f3: F, R, F+S, R+S, F+R, F+R+S\par - UNE-EN 13252: Sistemes de drenatge: F, D, F+S, F+D, F+S+D\par - UNE-EN 13253: Obres per al control de l\'92erosi\'f3: protecci\'f3 costera i revestiment de talussos: F, R, F+S, R+S, F+R, F+R+S\par - UNE-EN 13254: Construcci\'f3 d\'92embassaments i presses: F, R, P, F+S, R+S, F+R, R+P, F+R+S\par - UNE-EN 13255: Construcci\'f3 de canals: F, R, P, F+S, R+S, F+R, R+P, F+R+S\par - UNE-EN 13256: Construcci\'f3 de t\'fanels i estructures subterr\'e0nies: P\par - UNE-EN 13257: Abocadors de residus s\'f2lids: F, R, P, F+S, R+S, F+R, R+P, F+R+S\par - UNE-EN 13265: Contenidors de residus l\'edquids: F, R, P, F+R, R+P\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Massa per unitat de superf\'edcie (UNE EN 965)\par - Caracter\'edstiques essencials:\par - Resist\'e8ncia a la tracci\'f3 (UNE-EN ISO 10319)\par - Durabilitat (UNE EN corresponent segons l\'92\'fas)\par - Caracter\'edstiques complement\'e0ries:\par - Deteriorament durant la instal.laci\'f3 (ENV ISO 10722-1)\par - Resist\'e8ncia a la intemp\'e8rie (EN 12224), excepte en t\'fanels\par - Allargament a la c\'e0rrega m\'e0xima (EN ISO 10319), en drenatge\par - Caracter\'edstiques complement\'e0ries per a condicions d\'92us espec\'edfiques:\par - Resist\'e8ncia a la tracci\'f3 d\'92unions i costures (EN ISO 10321)\par - Resist\'e8ncia al envelliment qu\'edmic (ENV ISO 12960, ENV ISO 13438, ENV 12447)\par - Resist\'e8ncia a la degradaci\'f3 microbiol\'f2gica (EN 1225)\par - Abrasi\'f3 (UNE ISO 13427), en construccions ferrovi\'e0ries\par - Caracter\'edstiquesLVAL de fricci\'f3 (EN ISO 12957-1 i 2), en drenatge\par Funci\'f3: Filtraci\'f3 (F).\par - Caracter\'edstiques essencials:\par - Resist\'e8ncia a la perforaci\'f3 din\'e0mica (EN 918)\par - Dimensi\'f3 d\'92obertura caracter\'edstica (EN ISO 12956)\par - Permeabilitat a l\'92aigua perpendicularment al pla (EN ISO 11058)\par - Caracter\'edstiques complement\'e0ries:\par - Allargament a la c\'e0rrega m\'e0xima (EN ISO 10319)\par - Caracter\'edstiques complement\'e0ries per a condicions d\'92us espec\'edfiques:\par - Punxonament est\'e0tic (assaig CBR) (EN ISO 12236)\par - Caracter\'edstiques de fricci\'f3 (EN ISO 12957-1 i 2), excepte en drenatge\par Funci\'f3: Refor\'e7 (R) o Refor\'e7 i Separaci\'f3 (R+S):\par - Caracter\'edstiques essencials:\par - Allargament a la c\'e0rrega m\'e0xima (EN ISO 10319)\par - Punxonament est\'e0tic (assaig CBR) (EN ISO 12236)\par - Resist\'e8ncia a la perforaci\'f3 din\'e0mica (EN 918)\par - Caracter\'edstiques complement\'e0ries:\par - Caracter\'edstiques de fricci\'f3 (EN ISO 12957-1 i 2)\par - Flu\'e8ncia en tracci\'f3 (EN ISO 13431), excepte en carreteres\par - Permeabilitat a l\'92aigua perpendicularment al pla (EN ISO 11058)\par - Caracter\'edstiques complement\'e0ries per a condicions d\'92us espec\'edfiques:\par - Flu\'e8ncia en tracci\'f3 (EN ISO 13431), en carreteres\par Funci\'f3: Filtraci\'f3 i Separaci\'f3 (F+S):\par - Caracter\'edstiques essencials:\par - Punxonament est\'e0tic (assaig CBR) (EN ISO 12236)\par - Resist\'e8ncia a la perforaci\'f3 din\'e0mica (EN 918)\par - Dimensi\'f3 d\'92obertura caracter\'edstica (EN ISO 12956)\par - Permeabilitat a l\'92aigua perpendicularment al pla (EN ISO 11058)\par Funci\'f3: Refor\'e7 i Filtraci\'f3 (R+F) o Filtraci\'f3, Refor\'e7 i Separaci\'f3 (F+R+S):\par - Caracter\'edstiques essencials:\par - Allargament a la c\'e0rrega m\'e0xima (EN ISO 10319)\par - Resist\'e8ncia a la perforaci\'f3 din\'e0mica (EN 918)\par - DimenLVALsi\'f3 d\'92obertura caracter\'edstica (EN ISO 12956)\par - Punxonament est\'e0tic (assaig CBR) (EN ISO 12236), excepte en moviments de terres i fonaments\par - Permeabilitat a l\'92aigua perpendicularment al pla (EN ISO 11058), excepte en moviments de terres i fonaments\par Funci\'f3: Drenatge (D):\par - Caracter\'edstiques essencials:\par - Capacitat de fluxe d\'92aigua en el pla (EN ISO 12958)\par - Caracter\'edstiques complement\'e0ries:\par - Flu\'e8ncia en tracci\'f3 (EN ISO 13431)\par Funci\'f3: Filtraci\'f3 i drenatge (F+D):\par - Caracter\'edstiques essencials:\par - Resist\'e8ncia a la perforaci\'f3 din\'e0mica (EN 918)\par - Capacitat de fluxe d\'92aigua en el pla (EN ISO 12958)\par - Dimensi\'f3 d\'92obertura caracter\'edstica (EN ISO 12956)\par - Permeabilitat a l\'92aigua perpendicularment al pla (EN ISO 11058)\par Funci\'f3: Filtraci\'f3, separaci\'f3 i drenatge (F+S+D):\par - Caracter\'edstiques essencials:\par - Resist\'e8ncia a la perforaci\'f3 din\'e0mica (EN 918)\par - Punxonament est\'e0tic (assaig CBR) (EN ISO 12236)\par - Capacitat de fluxe d\'92aigua en el pla (EN ISO 12958)\par - Dimensi\'f3 d\'92obertura caracter\'edstica (EN ISO 12956)\par - Permeabilitat a l\'92aigua perpendicularment al pla (EN ISO 11058)\par Funci\'f3: Protecci\'f3 (P):\par - Caracter\'edstiques essencials:\par - Allargament a la c\'e0rrega m\'e0xima (EN ISO 10319)\par - Resist\'e8ncia a la perforaci\'f3 din\'e0mica (EN 918)\par - Efic\'e0cia de la protecci\'f3: (EN 13719 i EN 14574)\par - Caracter\'edstiques complement\'e0ries per a condicions d\'92us espec\'edfiques:\par - Caracter\'edstiques de fricci\'f3 (EN ISO 12957-1 i 2)\par Funci\'f3: Refor\'e7 i Protecci\'f3 (R+P):\par - Caracter\'edstiques essencials:\par - Allargament a la c\'e0rrega m\'e0xima (EN ISO 10319)\par - Punxonament est\'e0tic (assaig CBR) (EN ISO 12236)\par - Resist\'e8ncia a la perforaci\'f3 din\'e0mica (EN 918)\par - Efic\'e0cLVALia de la protecci\'f3: (EN 13719 i EN 14574)\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par SUBMINISTRAMENT I EMMAGATZEMATGE:\par Subministrament: Empaquetat en rotlles, sense unions.\par Emmagatzematge: Els rotlles s'han de mantenir en el seu env\'e0s, apilats en posici\'f3 horitzontal amb un m\'e0xim de 5 filades posades en la mateixa direcci\'f3, entre 5\'b0C i 35\'b0C, en llocs protegits del sol, la pluja i la humitat.\par CONDICIONS DE MARCATGE I CONTROL DE LA DOCUMENTACI\'d3:\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par Per als elements amb funci\'f3 de filtraci\'f3, refor\'e7, drenatge o protecci\'f3:\par - Sistema 2+: Declaraci\'f3 CE de conformitat del fabricant i Certificat del control de producci\'f3 en f\'e0brica em\'e8s per l\'92organisme d\'92inspecci\'f3\par Per als elements amb funci\'f3 de separaci\'f3:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par A l'embalatge o a l'albar\'e0 de lliurament han de constar-hi les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Identificaci\'f3 del producte\par - Massa nominal en kg\par - Dimensions\par - Massa nominal per unitat de superf\'edcie (g/m2)\par - Tipus de pol\'edmer principal\par - Classificaci\'f3 del producte segons ISO 10318\par - Marca CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol. El s\'edmbol normalitzat del marcatge CE s'ha d'acompanyar de la seg\'fcent informaci\'f3:\par - Numero d\'92identificaci\'f3 del organisme notificat (nom\'e9s per al sistema 2+)\par - Marca del fabricant i lloc d\'92origen\par - Dos \'faltims d\'edgits del any en que s\'92ha impr\'e8s el marcat CE.\par - N\'famero del certificat de conformitat del control de producci\'f3 a f\'e0brica, en el seu cas\par - Refer\'e8ncia a les normesLVAL aplicables\par - Informaci\'f3 de les caracter\'edstiques essencials segons annex ZA de la UNE-EN\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 13249:2001 Geotextiles y productos relacionados. Requisitos para uso en la construcci\'f3n de carreteras y otras zonas de tr\'e1fico (excluyendo las v\'edas f\'e9rreas y las capas de rodadura asf\'e1ltica).\par UNE-EN 13250:2001 Geotextiles y productos relacionados. Requisitos para uso en construcciones ferroviarias.\par UNE-EN 13251:2001 Geotextiles y productos relacionados. Requisitos para su uso en movimientos de tierras, cimentaciones y estructuras de contenci\'f3n.\par UNE-EN 13252:2001 Geotextiles y productos relacionados. Requisitos para su uso en sistemas de drenaje.\par UNE-EN 13253:2001 Geotextiles y productos relacionados. Requisitos para su uso en obras para el control de la erosi\'f3n (protecci\'f3n costera y revestimiento de taludes).\par UNE-EN 13254:2001 Geotextiles y productos relacionados. Requisitos para su uso en la construcci\'f3n de embalses y presas.\par UNE-EN 13255:2001 Geotextiles y productos relacionados. Requisitos para su uso en la construcci\'f3n de canales.\par UNE-EN 13256:2001 Geotextiles y productos relacionados. Requisitos para su uso en la contrucci\'f3n de t\'faneles y estructuras subterr\'e1neas.\par UNE-EN 13257:2001 Geotextiles y productos relacionados. Requisitos para su uso en los vertederos de residuos s\'f3lidos.\par UNE-EN 13265:2001 Geotextiles y productos relacionados. Requisitos para su uso en proyectos de contenedores de residuos l\'edquidos.\par\pard\par }LVAL.{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Placa de 10 mm de gruix, formada per una \'e0nima de guix i un revestiment exterior de cartr\'f3; pot portar, eventualment, altres plaques o l\'e0mines adherides.\par S'han considerat els acabats especials seg\'fcents:\par - Fibra de vidre incorporada al guix\par - L\'e0mina d'alumini adherida\par - Acabat vin\'edlic\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar homologat d'acord amb el RD 1312/1986 o disposar d'una certificaci\'f3 de conformitat a normes segons l'ordre 14-1-1991.\par Els angles i les arestes vistes han de ser rectes.\par Ha de tenir un aspecte uniforme sense taques, efloresc\'e8ncies, cops, esquin\'e7ats o desenganxat del cart\'f3.\par La forma d'expressi\'f3 de les mesures sempre ha de ser: Llarg\'e0ria x ampl\'e0ria.\par Densitat: 800 kg/m3\par Pes per m2: 7,5 kg\par Apte per a paraments corbs amb radi: > 600 mm\par Conductivitat t\'e8rmica: 0,18 W/m K\par PLACA SENSE FIBRA DE VIDRE NI L\'c0MINA D'ALUMINI:\par Resist\'e8ncia t\'e8rmica: 0,053 m2 K/ W\par PLACA AMB FIBRA DE VIDRE:\par Resist\'e8ncia al foc:\par - Una placa de 13 mm: 30 minuts\par - Dos plaques de 13 mm: 60 minuts\par PLACA AMB L\'c0MINA D'ALUMINI ADHERIDA:\par Resist\'e8ncia al vapor d'aigua: 4000 MN s/g (347 mm Hg m2 dia/g)\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Per parelles, amb les vores precintades i embalades en paquets paletitzats de diferent nombre d'unitats.\par Emmagatzematge: En posici\'f3 horitzontal, apilats sobre travessers separats 40 cm com a m\'e0xim, per evitar el contacte directe amb el terra,l LVAL| en llocs protegits de cops i de la intemperie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Orden de 31 de mayo de 1985 por la que se aprueba el Pliego general de condiciones para la Recepci\'f3n de Yesos y escayolas en las obras de construcci\'f3n RY-85.\par UNE 102023:1983 Placas de cart\'f3n-yeso. Condiciones generales y especificaciones.\par UNE 102023:1998 Placas de yeso laminado. Condiciones generales y especificaciones.\par\pard\par }z(Signatura nova)@[6* LVALkT{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Revestiment de terra amb pelfut col\'b7locat sense adherir i col.locaci\'f3 d\'92elements auxiliars.\par S'han considerat les unitats d'obra seg\'fcents:\par - Revestiment amb pelfut\par - Col.locaci\'f3 dels perfils perimetrals d\'92acer galvanitzat amb fixacions mec\'e0niques.\par S'han considerat els tipus de pelfuts seg\'fcents:\par - Pelfuts de coco\par - Pelfuts arrissats de vinil\par - Pelfuts t\'e8xtils\par - Pelfuts de cautx\'fa o goma moqueta\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Pelfut:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 del pelfut\par Perfil perimetral:\par - Neteja i preparaci\'f3 del suport\par - Col\'b7locaci\'f3 pr\'e8via, aplomat i anivellat\par - Fixaci\'f3 definitiva de l'element al suport\par PELFUT:\par El revestiment no ha d'estar esfilagarsat, no ha de tenir taques d'adhesiu ni d'altres defectes superficials.\par Ha d'estar ben assentat sobre el suport i ha de formar una superf\'edcie plana i llisa de textura uniforme.\par No hi ha d'haver bosses ni ressalts entre les tires.\par S'han de respectar els junts propis del suport.\par Els junts entre les tires han de ser a tocar i han de seguir la mateixa direcci\'f3 que la circulaci\'f3 principal.\par Tot el p\'e8l ha d'estar col\'b7locat en la mateixa direcci\'f3. S'ha de seguir el criteri que a les portes la direcci\'f3 del p\'e8l vagi en sentit contrari al d'obertura i que en els locals amb entrades de llum el p\'e8l estigui col\'b7locat en la direcci\'f3 de la llum.\paLVAL݄{\rtf1\ansi\ansicpg1252\uc1 \deff1\deflang1033\deflangfe3082{\fonttbl{\f0\froman\fcharset0\fprq2{\*\panose 02020603050405020304}Times New Roman;}{\f1\fswiss\fcharset0\fprq2{\*\panose 020b0604020202020204}Arial;}}{\colortbl;\red0\green0\blue0; \red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128; \red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\nowidctlpar\adjustright \f1\lang1034 \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}}{\info{\title E5ZF}{\author ITeC}{\operator ITeC} {\creatim\yr1999\mo6\dy25\min4}{\revtim\yr1999\mo6\dy25\hr19\min50}{\version3}{\edmins0}{\nofpages2}{\nofwords654}{\nofchars3732}{\*\company ITeC}{\nofcharsws0}{\vern89}}\paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418 \widowctrl\ftnbj\aenddoc\hyphhotz425\hyphcaps0\viewkind1\viewscale90\viewzk2 \fet0\sectd \linex0\headery709\footery709\colsx709\sectdefaultcl {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang {\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5\pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang {\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \qj\sl240\slmult0\nowidctlpar\adjustright \f1\lang1034 {\fs18\lang3082 \par 1.- }{\fs18\ul\lang3082 DEFINICIO I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES \par }{\fs18\lang3082 \par DEFINICIO: \par Formaci\'f3 d'elements per a l'expulsi\'f3 de l'aigua de la coberta \par S'han considerLVALat els elements seg\'fcents: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - Acroteri i minvell de dues peces de planxa de 60 i 25 cm de desenvolupament col.locades amb fixacions mec\'e0niques. \par - Acroteri alt en pendent de planxa de 60 cm de desenvolupament col.locada amb fixacions mec\'e0niques. \par - Acroteri lateral o baix en pendent amb muntants cada 80 cm, de planxa col.locada amb fixacions mec\'e0niques. \par - Acroteri amb pe\'e7a en forma d'L de cer\'e0mica, col.locada amb morter i acabat amb planxa de 80 cm de desenvolupament col.locada amb fixacions mec\'e0niques \par - G\'e0rgola de planxa amb reixeta, de 100 mm de di\'e0metre, col.locada amb fixacions mec\'e0niques. \par - G\'e0rgola de PVC amb reixeta, de 100 mm de di\'e0metre, col.locada amb fixacions mec\'e0niques \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 S'han considerat els tipus de planxa seg\'fcents: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - Zinc de 0,60 a 0,82 mm de gruix \par - Coure de 0,60 a 0,82 mm de gruix \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Es consideren incloses dins d'aquesta unitat d'obra les operacions seg\'fcents: \par Element de planxa col.locat amb fixacions mec\'e0niques: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - Replanteig de l'element \par - Col.locaci\'f3 de les l\'e0mines met\'e0l.liques mitjan\'e7ant fixacions mec\'e0niques \par - Execuci\'f3 dels junts entre l\'e0mines \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Acroteri de pe\'e7a cer\'e0mica: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - Neteja i preparaci\'f3 del suport \par - Replanteig de l'element \par - Col.locaci\'f3 de la pe\'e7a cer\'e0mica collada amb morter sobre el suport i recobriment d'aquesta amb planxa met\'e0l.lica fixada mec\'e0nicament \par - Execuci\'f3 dels junts entre l\'e0mines \par }\pard \qj\sLVALl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par CONDICIONS GENERALS: \par El conjunt de l'element col.locat ha de ser estanc. \par En els elements col.locats amb fixacions mec\'e0niques les peces han de quedar fixades al suport s\'f2lidament mitjan\'e7ant visos. \par \par ACROTERI: \par Les peces han de quedar alineades longitudinalment. \par Els junts entre les peces de planxa de zinc, s'han de soldar amb estany. \par Les vores del junt de dilataci\'f3 s'han de fer doblegades i encaixades. \par Els cavalcaments entre les peces han de quedar protegits del sentit del vent dominant. \par L'acroteri amb abocador a la canal, ha de cavalcar sobre d'aquesta. \par La pe\'e7a cer\'e0mica ha de recolzar sobre la paret perimetral i sobre l'envanet de sostremort. Verticalment ha de seguir el pla de fa\'e7ana. \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Dist\'e0ncia entre junts de dilataci\'f3\tab <= 600 cm \par Dist\'e0ncia entre els punts de fixaci\'f3\tab <= 50 cm \par Cavalcaments\tab >= 5 cm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Toler\'e0ncies d'execuci\'f3: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Alineaci\'f3\tab \'b1 5 mm/m \par \tab \'b1 10 mm/total \par - Horitzontalitats\tab \'b1 2 mm/m \par \tab \'b1 15 mm/total \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par ACROTERI DE PE\'c7A EN FORMA D'L DE CERAMICA: \par Toler\'e0ncies d'execuci\'f3: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Alineaci\'f3 de la pe\'e7a\tab \'b1 5 mm/m \par \tab \'b1 15 mm/total \par - Horitzontalitat de la pe\'e7a\tab \'b1 5 mm/m \par \tab \'b1 20 mm/total \par - Desviaci\'f3 de la pe\'e7a respecte al pla de fa\'e7ana\tab \'b1 2 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par GARGOLA: \par La g\'e0rgola de planxa ha de quedar fixada s\'LVALf2lidament a l'acroteri mitjan\'e7ant soldadura d'estany en tot el seu per\'edmetre. \par La g\'e0rgola de PVC ha de quedar fixada mec\'e0nicament al suport horitzontal i collada a l'ampit amb morter. \par El conjunt ha de portar una reixeta d'acer galvanitzat per a evitar l'entrada de cossos estranys. \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Pendent cap a l'exterior\tab >= 1 cm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Toler\'e0ncies d'execuci\'f3: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Situaci\'f3\tab \'b1 20 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par 2.- }{\fs18\ul\lang3082 CONDICIONS DEL PROCES D'EXECUCIO \par }{\fs18\lang3082 \par CONDICIONS GENERALS: \par No s'ha de treballar amb pluja intensa, neu o vent superior a 50 km/h. En aquests sup\'f2sits, s'ha d'assegurar l'estabilitat de l'equip. \par Si l'al\'e7ada de caiguda es superior a 2 m s'ha de treballar amb cintur\'f3 de seguretat. \par \par ELEMENT DE PLANXA: \par En els elements de planxa s'ha d'evitar el contacte directe del zinc amb el guix, els morters de ciment p\'f2rtland frescos, la cal\'e7, l'acer no galvanitzat, el coure sense estanyar i les fustes dures (roure, castanyer, teca, etc.). \par \par ELEMENT DE PE\'c7A CERAMICA COL.LOCADA AMB MORTER: \par La pe\'e7a s'ha d'humitejar abans de col.locar-la. \par S'ha de treballar a una temperatura ambient que oscil.li entre els 5\'b0C i els 40\'b0C. \par El morter ha de formar una mescla homog\'e8nia que s'ha d'utilitzar abans d'iniciar l'adormiment. \par S'ha d'aplicar sobre superf\'edcies netes. \par Si el suport \'e9s absorbent s'ha d'humitejar abans d'estendre el morter. \par \par GARGOLA: \par La g\'e0rgola s'ha de col.locar abans de fer la impermeabilitzaci\'f3 del tram de la coberta. \par La l\'e0mina de la impermeabilitzaci\'f3 s'ha de rematar dins de la g\'e0rgola i s'hi ha d'adherir. En la LVAL g\'e0rgola de PVC s'ha d'adherir de la mateixa forma que els junts entre l\'e0mines. \par \par 3.- }{\fs18\ul\lang3082 UNITAT I CRITERIS D'AMIDAMENT \par }{\fs18\lang3082 \par ACROTERI: \par m de llarg\'e0ria amidada segons les especificacions de la D.T. \par \par GARGOLA: \par Unitat mesurada segons les especificacions de la D.T. \par \par 4.- }{\fs18\ul\lang3082 NORMATIVA DE COMPLIMENT OBLIGATORI \par }{\fs18\lang3082 \par No hi ha normativa de compliment obligatori. \par }}LVAL/݄{\rtf1\ansi\ansicpg1252\uc1 \deff1\deflang1033\deflangfe3082{\fonttbl{\f0\froman\fcharset0\fprq2{\*\panose 02020603050405020304}Times New Roman;}{\f1\fswiss\fcharset0\fprq2{\*\panose 020b0604020202020204}Arial;} {\f2\fmodern\fcharset0\fprq1{\*\panose 02070309020205020404}Courier New;}}{\colortbl;\red0\green0\blue0;\red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0; \red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128;\red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\nowidctlpar\adjustright \f1\fs20\lang1034 \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}}{\info{\author Jordi}{\operator Jordi}{\creatim\yr2001\mo2\dy14\hr11\min8}{\revtim\yr2001\mo2\dy14\hr11\min12}{\version2}{\edmins0}{\nofpages2}{\nofwords449}{\nofchars2560} {\*\company ITeC}{\nofcharsws3143}{\vern113}}\paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418 \widowctrl\ftnbj\aenddoc\hyphhotz425\hyphcaps0\viewkind4\viewscale100 \fet0\sectd \linex0\headery709\footery709\colsx709\sectdefaultcl {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5 \pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang {\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \qj\sl240\slmult0\nowidctlpar\adjustright \f1\fs20\lang1034 {\fs18\lang3082 \par 1.DEFINICI\'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS \par \par DEFINICI\'d3: \par Tubs de coure semidur per a instal.lacions portadores de fLVALluids. \par \par CARACTER\'cdSTIQUES GENERALS: \par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials, siguin de qualitat certific ada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi. \par Tamb\'e9, en aquest cas, es procurar\'e0, que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea. \par }{\fs18 El tub ha de ser recte, rod\'f3, llis, ben net de dins i de fora, i sense defectes apreciables. Els extrems han d'acabar amb un tall perpendicular a l'eix i sense rebaves. \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18 Coure (UNE 37-137)\tab C-1130 \par Estat (UNE 37-136)\tab (semidur) H-4 \par Llarg\'e0ria\tab 5 m \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18 Pressi\'f3 de treball (bar): \par }\pard \qc\nowidctlpar\adjustright {\f2\fs18 \u9484\'2b\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9488\'2b \par \u9474\'a6Gruix \u9474\'a6 DN (mm) \u9474\'a6 \par \u9474\'a6 \u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'LVAL2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472 \'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6 \par \u9474\'a6(mm) \u9474\'a6 6 \u9474\'a6 8 \u9474\'a6 10 \u9474\'a612 \u9474\'a614 \u9474\'a615 \u9474\'a616 \u9474\'a618 \u9474\'a622 \u9474\'a628 \u9474\'a635 \u9474\'a642 \u9474\'a654 \u9474\'a6 \par \u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d \u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d \u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6 \par \u9474\'a60,75 \u9474\'a6 - \u9474\'a6 - \u9474\'a6 - \u9474\'a662 \u9474\'a652 \u9474\'a648 \u9474\'a645 \u9474\'a640 \u9474\'a6- \u9474\'a6- \u9474\'a6- \u9474\'a6- \u9474\'a6- \u9474\'a6 \par \u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d \u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d \u9474\'a6\u9472\'2d\u9472LVAL\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6 \par \u9474\'a6 1,0 \u9474\'a6220 \u9474\'a6146 \u9474\'a6110 \u9474\'a688 \u9474\'a673 \u9474\'a667 \u9474\'a662 \u9474\'a655 \u9474\'a644 \u9474\'a633 \u9474\'a625 \u9474\'a622 \u9474\'a6- \u9474\'a6 \par \u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d \u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d \u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6 \par \u9474\'a6 1,2 \u9474\'a6 - \u9474\'a6 - \u9474\'a6 - \u9474\'a6- \u9474\'a6- \u9474\'a6- \u9474\'a6- \u9474\'a6- \u9474\'a654 \u9474\'a6- \u9474\'a6- \u9474\'a6- \u9474\'a620 \u9474\'a6 \par \u9492\'2b\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9496\'2b \par \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18 Toler\'e0ncies: \par }\pard \qj\li240\sl240\slmult0\nowidctlpar\adjustright {\fs18 - Di\'e0metre: \par }\pard \qc\nowidctlpar\adjustrighLVALt {\f2\fs18 \u9484\'2b\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9488\'2b \par \u9474\'a6DN (mm) \u9474\'a6 6 8 10 12 14 15 16 18 \u9474\'a6 22 28 \u9474\'a6 35 42 54 \u9474\'a6 \par \u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6 \par \u9474\'a6Di\'e0metre \u9474\'a6 \u9474\'a6 \u9474\'a6 \u9474\'a6 \par \u9474\'a6exterior \u9474\'a6 \'b1 0,045 \u9474\'a6\'b1 0,055 \u9474\'a6 \'b1 0,07 \u9474\'a6 \par \u9474\'a6(mm) \u9474\'a6 \u9474\'a6 \u9474\'a6 \u9474\'a6 \par \u9492\'2b\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\uLVAL9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9496\'2b \par \par }\pard \qj\li240\sl240\slmult0\nowidctlpar\adjustright {\fs18 - Gruix de paret: \par }\pard \qc\nowidctlpar\adjustright {\f2\fs18 \u9484\'2b\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9488\'2b \par \u9474\'a6 \u9474\'a6 Gruix (mm) \u9474\'a6 \par \u9474\'a6 \u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6 \par \u9474\'a6 \u9474\'a6 0,5 \u9474\'a6 0,75 \u9474\'a6 1,0 \u9474\'a6 1,2 \u9474\'a6 1,5 \u9474\'a6 \par \u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u94nLVAL~72\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9474\'a6 \par \u9474\'a6 Gruix de \u9474\'a6 \u9474\'a6 \u9474\'a6 \u9474\'a6 \u9474\'a6 \u9474\'a6 \par \u9474\'a6 paret \u9474\'a6\'b1 0,05 \u9474\'a6\'b1 0,075 \u9474\'a6\'b1 0,10 \u9474\'a6\'b1 0,12 \u9474\'a6\'b1 0,15 \u9474\'a6 \par \u9474\'a6 (mm) \u9474\'a6 \u9474\'a6 \u9474\'a6 \u9474\'a6 \u9474\'a6 \u9474\'a6 \par \u9492\'2b\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d \u9472\'2d\u9472\'2d\u9472\'2d\u9472\'2d\u9496\'2b \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18 \par 2.CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE \par \par Subministrament: No hi ha condicions espec\'edfiques de subministrament. \par Emmagatzematge: En llocs protegits contra els impactes. S'han d'apilar horitzontalment i paral.lelament sobre superf\'edcies planes. \par \par 3.UNITAT I CRITERIS D'AMIDAMENT \par \par m de llarg\'e0ria necess\'e0ria subministrada a l'obra. \par \par 4.NORMATIVA DE COMPLIMENT OBLIGATORI \par \par No hi ha normativa de compliment obligatori. \par }}@ЬX\ ` d dd h  l  p  t x$|(,048<<<<<<<<<<<<< .@Hr@?.@1G6TTMC1A013H000@@:53-(& ?n !@??KY03U000A0150000@@:53-(& 333333?-??333333?K21Z2760C200B000@@:53-(& 333333?t@?333333?K21Z2760A0150000@@:53-(& Mb?M-[닄??Mb?E32B300PA0124000@@:53-(& {Gz?St$??{Gz?E32B300PA0134000@@:53-(& HPx?_{fIz??HPx?E32B300PB0A14200@@:53-(& Q?xz,C??Q?E32515H4A0122000@@:53-(& Q?&†@?Q?E32515H4A0140000@@:53-(& ?@.@??E32515H4C1701100@@:53-(& ?/Q@??E32515H4B065960B@@:53-(& Q?xz,C%@?Q?E4E2561LA0122000@@:53-(& Q?&†@?Q?E4E2561LA0140000@@:53-(& @*@fffffF0@?@*@E4E2561LB0E244L1@@:53-(& J4?@ٔ+K??J4?E4E2561LD070A8B1@@:53-(& Q?xz,C??Q?E7C23671A0122000@@:53-(& Q?&†??Q?E7C23671A0140000@@:53-(& ?n,@??E7C23671B7C23670@@:53-(& ?= ףp%@??E711H694A0127000@@:53-(& ?Hz@??E711H694A0137000@@:53-(& 333333?5^I ??333333?E711H694B7Z24000@@:53-(& @Gz@?@E711H694B09414C0@@:53-(& @+N&@?@E711H694B7117090@@:53-(& )\(?ZB>Y@?)\(?E7Z26D31A0122000@@:53-(& Q?&†@?Q?E7Z26D31A0140000@@:53-(& T㥛 ?wN#-@?T㥛 ?E7Z26D31D0701641@@:53-(& Q?xz,C??Q?E5113351A0122000@@:53-(& ?Cl???E5113351A0140000@@:53-(&  ףp= ??5@? ףp= ?E5113351B0351000@@:53-(& q= ףp?s;@?q= ףp?E5Z15N30A0122000@@:53-(& q= ףp?z6@?q= ףp?E5Z15N30A0140000@@:53-(& ?5)^@??E5Z15N30D07AA000@@:53-(& ?= ףp@??E51Z1H0PA0122000@@:53-(& Q?@ǘ??Q?E51Z1H0PA0140000@@:53-(& /nR?!Yn??/nR?E51Z1H0PD0701641@@:53-(& 2ı. @ v??2ı. @E51Z1H0PB0FA12A0@@:53-(& ?d;O@??E5ZDU002A0127000@@:53-(& ?sh|????E5ZDU002A0137000@@:53-(& ?{Gz@??E5ZDU002B712909A@@:53-(& ?Gz???E5ZDU002B7Z24000@@:53-(& 333333?$C@?333333?E5ZZULIVA012M000@@:53-(& 333333?V-o@?333333?E5ZZULIVA013M000@@:53-(& @(\@?@E5ZZULIVB0A63H00@@:53-(& ?%@??E5ZZULIVB0ACULIV@@:53-(& 333333?Sc*@?333333?E5ZH4EN7A0127000@@:53-(& 333333?V-o@?333333?E5ZH4EN7A0137000@@:53-(& ?= ףp=%@??E5ZH4EN7BD514EN1@@:53-(&LVALr Els canvis de paviment han d'estar protegits amb tires met\'e0l\'b7liques fixades mec\'e0nicament al suport.\par La part superior del pelfut ha de quedar al mateix pla que el paviment, en cap cas ha de sobresortir.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 5 mm\par - Planor: \'b1 5 mm/2 m\par - Horitzontalitat: Pendent <= 0,5%\par PERFIL PERIMETRAL:\par El perfil col\'b7locat ha de tenir un aspecte uniforme, net i sense defectes.\par Ha de quedar aplomat.\par Ha d'estar s\'f2lidament fixat a l'element previst amb fixacions mec\'e0niques.\par La part superior del perfil ha de quedar al mateix pla que el paviment, en cap cas ha de sobresortir.\par La uni\'f3 del perfil amb el paviment ha d\'92estar segellada en tot el seu per\'edmetre.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par PELFUT:\par El revestiment s'ha de col\'b7locar quan el local estigui acabat i envidrat.\par El suport ha de ser sec i net, i ha de complir les condicions de planor i nivell que s'exigeixin al revestiment acabat.\par El suport ha de tenir un grau d'humitat <= 2,5%.\par PERFIL PERIMETRAL:\par Abans d'iniciar la seva col\'b7locaci\'f3 cal que estiguin fets tots els elements que siguin necessaris per a un correcte acabat dels acords.\par El proc\'e9s de col\'b7locaci\'f3 no ha d\'92afectar la qualitat dels materials.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par PELFUT:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par PERFIL PERIMETRAL:\par kg de pes calculat segons les especificacions de la DT, d'acord amb els criteris seg\'fcents:\par - El pes unitari per al seu c\'e0lcul ha de ser el te\'f2ric\par - Per a poder utilitzar un altre valor diferent del te\'f2ric, cal l'acceptaci\'f3 expressa de la DF.\par Aquest criteri inclou les p\'e8rdues de material corresponents a retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Subministrament i col\'b7locaci\'f3 d'elements per a la conducci\'f3 i evacuaci\'f3 de l'aigua de la coberta.\par S'han considerat els tipus seg\'fcents:\par - Bunera de PVC col\'b7locada amb fixacions mec\'e0niques\par - Bunera de goma termopl\'e0stica adherida sobre l\'e0mina bituminosa en calent.\par - Bunera de fosa col\'b7locada amb morter.\par - Reixa de desgu\'e0s d'acer galvanitzat amb bastiment format amb perfil L\par - Prolongaci\'f3 recta per a bunera de goma termopl\'e0stica connectada al baixant.\par S'han considerat les seg\'fcents col\'b7locacions per a la reixa de desgu\'e0s:\par - Fixada amb morter de ciment\par - Ancorada al formig\'f3\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Elements col\'b7locats amb fixacions mec\'e0niques o adherits:\par - Replanteig de l'element\par - Col\'b7locaci\'f3 de l'element\par - Execuci\'f3 de les unions\par Elements col\'b7locats amb morter:\par - Neteja i preparaci\'f3 del suport\par - Replanteig de l'element\par - Col\'b7locaci\'f3 de l'element\par - Rep\'e0s dels junts i neteja final\par Reixa ancorada al formig\'f3:\par - Replanteig de l'element\par - Col\'b7locaci\'f3 en l'element per formigonar\par Prolongaci\'f3 recta per a bunera connectada al baixant:\par - Replanteig de l'element.\par - Connexi\'f3 per pressi\'f3 en el baixant.\par CONDICIONS GENERALS:\par El conjunt de l'element col\'b7locat ha de ser estanc.\par El conjunt de l'element col\'b7locat ha de ser estable.\par BUNERA:\par El segellat estanc entre el impermeabilitzant i la bunera haLVAL d\'92estar fet mitjan\'e7ant pressi\'f3 mec\'e0nica tipus brida de la tapa de la bunera sobre el cos de la mateixa. El impermeabilitzant ha de quedar protegit amb una brida de material pl\'e0stic.\par La vora superior de la bunera ha de quedar per sota del nivell d\'92escorrentia de la coberta.\par La tapa i els seus accessoris han de quedar correctament colocats i subjectats a la bunera, amb els procediments indicats pel fabricant.\par En la bunera de goma termopl\'e0stica, la l\'e0mina impermeable nom\'e9s ha de cavalcar sobre la plataforma de base de la bunera, i no ha de penetrar dins del tub d'aquesta.\par La bunera de fosa col\'b7locada amb morter, ha de quedar enrasada amb el paviment del terrat.\par La base de la bunera de PVC, ha de quedar fixada al suport amb cargols i tacs d'expansi\'f3.\par La bunera de PVC o goma termopl\'e0stica s'ha de fixar al baixant amb soldadura qu\'edmica.\par Dist\'e0ncia a paraments verticals: >= 50 cm\par Dist\'e0ncia de la bunera al baixant: <= 5 m\par Di\'e0metre: > 1,5 di\'e0metre del baixant al que desaigua\par Toler\'e0ncies d'execuci\'f3:\par - Nivell entre la bunera de fosa i el paviment: \'b1 5 mm\par REIXA DE DESGU\'c0S:\par La reixa ha de quedar al mateix nivell que el paviment.\par Junt entre el bastiment de suport i el paviment: 0,3 cm\par Toler\'e0ncies d'execuci\'f3:\par - Nivell entre el bastiment de suport i el paviment: - 5 mm\par - Nivell entre dues reixes consecutives: \'b1 1,4 mm\par - Nivell entre la reixa i el bastiment de suport: - 0,5 mm\par - Gruix del junt entre el bastiment de suport i el paviment: \'b1 1 mm\par - Alineaci\'f3 entre dues reixes consecutives: \'b1 5 mm/2 m, \'b1 10 mm/total\par PROLONGACI\'d3 RECTA:\par Ha de quedar unit per pressi\'f3 al extrem del baixant.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par No s'ha de treballar amb pluja intensa, neu o vent superior a 50 km/h. En aquests sup\'f2sits, s'ha d'assegurar l'estabilitat de l'equip.\par Si l'al\'e7ada de caiguda es sdLVALtuperior a 2 m s'ha de treballar amb cintur\'f3 de seguretat.\par ELEMENTS DE GOMA TERMOPL\'c0STICA:\par S'ha de treballar a una temperatura superior a - 5\'b0C i sense pluja.\par La bunera s'ha de soldar sobre un refor\'e7 de l\'e0mina bituminosa, que ha d'estar adherida a la solera, escalfant-la pr\'e8viament en la zona corresponent al per\'edmetre de la bunera, i fixant-la a pressi\'f3 sobre la l\'e0mina.\par ELEMENT COL\'b7LOCAT AMB MORTER:\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C.\par El morter ha de formar una mescla homog\'e8nia que s'ha d'utilitzar abans d'iniciar l'adormiment.\par S'ha d'aplicar sobre superf\'edcies netes.\par Si el suport \'e9s absorbent s'ha d'humitejar abans d'estendre el morter.\par REIXA ANCORADA AL FORMIG\'d3:\par S'ha de protegir durant el formigonament i ha de mantenir la posici\'f3 prevista.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par REIXA DE DESGU\'c0S RECTANGULAR:\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par BUNERA O PROLONGACI\'d3 RECTA:\par Unitat mesurada segons les especificacions de la DT.\par REIXA CIRCULAR:\par Unitat de quantitat realment col\'b7locada a l'obra d'acord amb les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par\pard\par }LVALOT{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Estora gruixuda i apelfada, de diferents materials, utilitzada principalment a l'entrada dels edificis i vivendes per a netejar-se la sola de les sabates.\par S'han considerat els tipus seg\'fcents:\par - Pelfuts de coco\par - Pelfuts arrissats de vinil\par - Pelfuts t\'e8xtils\par - Perfuts de cautx\'fa: de goma-pics i de goma moqueta\par CONDICIONS GENERALS:\par No ha de tenir ruptures, escantonaments, difer\'e8ncies de tonalitat ni d'altres defectes superficials.\par El pelfut ha de ser flexible.\par Ha de tenir un color i una textura uniformes en tota la superf\'edcie.\par Els angles i les arestes han de ser rectes.\par Ha de ser antilliscant i imputrescible.\par Ha de complir les condicions requerides per la DF.\par Toler\'e0ncies:\par - Gruix: \'b1 0,5 mm\par - Angles rectes (amidats a l'extrem del costat): <= 0,45 mm\par - Rectitud d'arestes: <= 0,35 mm/m\par - Mides nominals:\par - Format en rotlle: \'b1 1 mm\par - Format individual: \'b1 1 %\par PELFUT DE COCO:\par Material: 100 % fibra de coco\par Gruix: 17, 20, 23 mm\par Base: PVC\par \'das: per a interiors\par PELFUT ARRISSAT DE VINIL:\par Material: 100 % vinil\par Gruix: 8, 10, 14 mm\par Base: Sense\par : PVC 3 kg/m2\par \'das: apropiat per a \'fas intensiu\par PELFUT T\'c8XTIL:\par No ha de tenir vores desfilades.\par Les vores han de ser rectes i paral\'b7leles entre elles.\par La fibra ha d'estar protegida amb un tractament contra les arnes.\par Ha de ser rentable.\par Material: 100 % polipropil\'e8\par Altura t\'e8xtil: 5 mm\par Altura total: 8 mm\par BasLVAL*{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Execuci\'f3 d'elements amb finalitats diverses que complementen la coberta.\par S'han considerat els tipus seg\'fcents:\par - Col\'b7locaci\'f3 d'ancoratge met\'e0l\'b7lic de tub d'acer galvanitzat de 50 mm de di\'e0metre i de 25 a 45 cm d'al\'e7\'e0ria, fixat mec\'e0nicament al suport\par - Formaci\'f3 de c\'e8rcol per a suports de soleres de formig\'f3 armat de 20x20 cm de secci\'f3 mitjana\par - Formaci\'f3 de mass\'eds de formig\'f3 per a protecci\'f3 de c\'e0rregues puntuals\par - Col\'b7locaci\'f3 de pe\'e7a de suport per a bunera de paret, de planxa d'acer galvanitzat, adherida amb oxiasfalt\par - Col\'b7locaci\'f3 de pe\'e7a per a pas de conductes de planxa d'acer galvanitzat, amb tub soldat a una base quadrada, fixada mec\'e0nicament\par - Col\'b7locaci\'f3 de pe\'e7a especial de ventilaci\'f3 de cer\'e0mica fixada amb morter\par - Col\'b7locaci\'f3 de reixa circular de ventilaci\'f3 de planxa d'acer galvanitzat fixada mec\'e0nicament amb patilles d'ancoratge\par - Col\'b7locaci\'f3 de tub de PVC per a ventilaci\'f3 de cambra d'aire de coberta\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Element col\'b7locat amb fixacions mec\'e0niques:\par - Replanteig de l'element\par - Uni\'f3 al suport mitjan\'e7ant la col\'b7locaci\'f3 de les fixacions mec\'e0niques.\par Formaci\'f3 d'element de formig\'f3:\par - Replanteig de l'element\par - Neteja i preparaci\'f3 amb desencofrant dels components de l'encofrat\par - Execuci\'f3 de l'encofrat\par - Col\'b7locaci\'f3 de les armadures, en el seu cas\par - AbocadLVALa i compactaci\'f3 del formig\'f3\par - Desencofrat de l'element\par - Cura del formig\'f3\par Col\'b7locaci\'f3 de la pe\'e7a per a bunera adherida amb oxiasfalt:\par - Neteja i preparaci\'f3 del suport\par - Estesa de l'oxiasfalt\par - Col\'b7locaci\'f3 de l'element\par Col\'b7locaci\'f3 de la pe\'e7a ventilada de cer\'e0mica:\par - Replanteig de l'element\par - Neteja i preparaci\'f3 del suport\par - Col\'b7locaci\'f3 de l'element\par Tub de ventilaci\'f3 embegut al formig\'f3:\par - Replanteig de l'element\par - Col\'b7locaci\'f3 en l'element a formigonar\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la fixada a la DT.\par ANCORATGE MET\'c0L\'b7LIC:\par Ha de quedar s\'f2lidament fixat al suport mitjan\'e7ant unions mec\'e0niques.\par Al\'e7\'e0ria del tub sobre el paviment o l'acabat: >= 5 cm\par Toler\'e0ncies d'execuci\'f3:\par - Aplomat:\par - Al\'e7\'e0ria del tub de 25 cm: \'b1 2 mm\par - Al\'e7aria del tub entre 40 i 50 cm: \'b1 3 mm\par - Posici\'f3: \'b1 20 mm\par C\'c8RCOL DE FORMIG\'d3 ARMAT O MASS\'cdS DE FORMIG\'d3:\par Els elements que formen l'encofrat i les seves unions han de ser suficientment r\'edgids i resistents per a garantir les toler\'e0ncies dimensionals i per a suportar, sense assentaments ni deformacions perjudicials, les accions est\'e0tiques i din\'e0miques que comporta el seu formigonament i compactaci\'f3.\par L'encofrat ha de ser suficientment estanc per a impedir una p\'e8rdua apreciable de pasta entre els junts.\par L'interior de l'encofrat ha de ser pintat amb desencofrant abans del muntatge, i no hi ha d'haver regalims.\par No hi ha d'haver disgregacions ni buits en la massa del formig\'f3, un cop col\'b7locat.\par L'element acabat ha de tenir una superf\'edcie llisa i uniforme.\par Separaci\'f3 de l'encofrat: 20 cm\par Moviment local de l'encofrat: <= 0,5 cm\par Temperatura del formig\'f3 en el moment de l'abocada: >= 5\'b0C\par Temperatura dels elements on es fa l'abocada: >= 0\'b0C\par Resist\'e8ncia a compressi\'f3 del formig\'f3 (2LVAL8 dies): >= 0,9 x 25 N/mm2\par Toler\'e0ncies d'execuci\'f3:\par - Desviaci\'f3 dels eixos de l'element: \'b1 5 mm\par - Separacions de l'encofrat: \'b1 10 mm\par - Aplomat de l'encofrat: \'b1 5 mm\par - Planor de l'encofrat: \'b1 5 mm/m: \'b1 15 mm/total\par C\'c8RCOL DE FORMIG\'d3 ARMAT:\par S'han d'utilitzar separadors per tal de garantir el recobriment m\'ednim necessari, de les armadures.\par El c\'e8rcol ha de quedar agafat al sostre mitjan\'e7ant les peces previstes en aquest.\par Despr\'e9s del formigonament les armadures han de mantenir la posici\'f3 prevista en la DT.\par No s'han d'acceptar toler\'e0ncies en el recobriment ni en el cavalcament d'armadures.\par Di\'e0metres de les armadures principals: >= 8 mm\par Di\'e0metres dels estreps: >= 6 mm\par Llarg\'e0ria del cavalcament: >= 25 cm\par Toler\'e0ncies d'execuci\'f3:\par - Horitzontalitat: \'b1 5 mm/m, \'b1 15 mm/total\par Les toler\'e0ncies en el recobriment i la posici\'f3 de les armadures han de complir l'especificat en la UNE 36-831.\par PE\'c7A DE SUPORT PER A BUNERA ADHERIDA AMB OXIASFALT:\par Ha de quedar ben adherida al suport.\par El forat de la planxa ha de coincidir dins del forat del suport.\par La capa d'oxiasfalt ha de ser cont\'ednua i ha de tenir la dotaci\'f3 prevista.\par Dotaci\'f3 d'oxiasfalt 0A 80/25: - 1,5 kg/m2\par PE\'c7A PER A PAS DE CONDUCTES COL\'b7LOCADA AMB FIXACIONS MEC\'c0NIQUES:\par Ha de quedar s\'f2lidament fixat al suport mitjan\'e7ant unions mec\'e0niques.\par El forat de la planxa ha de coincidir dins del forat del suport.\par Toler\'e0ncies d'execuci\'f3:\par - Posici\'f3: \'b1 20 mm\par - Eix del forat: \'b1 5 mm\par PE\'c7A ESPECIAL DE VENTILACI\'d3 DE CER\'c0MICA:\par La seva posici\'f3 s'ha de fixar pr\'e8viament, de manera que substitueixi la situaci\'f3 d'una teula.\par El conjunt de l'element col\'b7locat ha de ser estanc.\par El forat de ventilaci\'f3 del suport ha de coincidir amb el de la pe\'e7a.\par Les peces han de quedar alineades longitudinalment i transversalment amb LVALla resta de peces de la coberta.\par \'c0rea de ventilaci\'f3: >= 100 cm2\par Cavalcament en el sentit del pendent:\par - Pendent < 30%: 15 cm\par - Pendent entre el 30% i el 40 %: 13 cm\par - Pendent > 40 %: 10 cm\par REIXA CIRCULAR DE VENTILACI\'d3 FIXADA MEC\'c0NICAMENT:\par Ha de quedar s\'f2lidament fixada al parament mitjan\'e7ant unions mec\'e0niques.\par El forat de la planxa ha de coincidir dins del forat del suport.\par Toler\'e0ncies d'execuci\'f3:\par - Eix del forat: \'b1 5 mm\par TUB DE PVC EMBEGUT AL FORMIG\'d3:\par El tub ha de quedar embegut al formig\'f3 amb l'extrem exterior enrasat amb el parament.\par Ha de tenir un lleuger pendent cap a l'exterior per expulsar les possibles infiltracions d'aigua.\par El tub connectar\'e0 la cambra d'aire de la coberta amb l'exterior a trav\'e8s de l'element en el que est\'e0 incl\'f3s.\par Ambd\'f3s extrems del tub han de quedar nets de residus que puguin impedir la ventilaci\'f3 correcta de la cambra.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par No s'ha de treballar amb pluja intensa, neu o vent superior a 50 km/h. En aquests sup\'f2sits, s'ha d'assegurar l'estabilitat de l'equip.\par Si l'al\'e7ada de caiguda es superior a 2 m s'ha de treballar amb cintur\'f3 de seguretat.\par C\'c8RCOL DE FORMIG\'d3 ARMAT O MASS\'cdS DE FORMIG\'d3:\par Abans de formigonar, s'ha d'humitejar l'encofrat i s'ha de comprovar l'anivellament, l'aplomat i la solidesa del conjunt.\par La temperatura per a formigonar ha d'estar entre 5\'b0C i 40\'b0C. Fora d'aquests l\'edmits el formigonament requereix precaucions i l'autoritzaci\'f3 expl\'edcita de la DF En aquest cas, cal fer les provetes en les mateixes condicions de l'obra per tal de poder verificar la resist\'e8ncia realment assolida.\par El formigonament s'ha d'aturar, com a norma general, en cas de pluja, vent fort, o quan es preveu que, durant les 48 h seg\'fcents, la temperatura pot ser inferior a 0\'b0C.\par Durant l'adormiment i fins que s'aconsegueixi el 70% de la LVALresist\'e8ncia prevista, s'ha de mantenir humida la superf\'edcie del formig\'f3 amb els mitjans necessaris segons el tipus de ciment utilitzat i les condicions climatol\'f2giques del lloc.\par Aquest proc\'e9s ha de durar com a m\'ednim:\par - 15 dies en temps calor\'f3s i sec\par - 7 dies en temps humit\par El formig\'f3 s'ha de col\'b7locar a l'obra abans que comenci a adormir-se.\par La compactaci\'f3 s'ha de fer per vibratge. L'al\'e7\'e0ria m\'e0xima de la tongada dependr\'e0 del vibrador que s'utilitzi. S'ha de vibrar fins que s'aconsegueixi una massa compacta i sense disgregacions.\par C\'c8RCOL DE FORMIG\'d3 ARMAT:\par Abans de formigonar, s'ha d'humitejar l'encofrat i s'ha de comprovar la situaci\'f3 relativa de les armadures, el nivell, l'aplomat i la solidesa del conjunt.\par No s'admet el redre\'e7ament de colzes, fora del cas que es pugui verificar que es far\'e0 sense danys.\par PE\'c7A DE SUPORT PER A BUNERA ADHERIDA AMB OXIASFALT:\par Els treballs s'han de realitzar a una temperatura entre - 5\'b0C i 35\'b0C, i sense pluja.\par El suport ha de ser sec i net, i ha de complir les condicions de planor i nivell que s'exigeixin al seu acabat.\par L'oxiasfalt s'ha d'estendre a una temperatura entre 180\'b0C i 220\'b0C. No ha d'ultrapassar mai els 260\'b0C dins la caldera.\par La planxa s'ha de col\'b7locar sobre l'oxiasfalt abans que es refredi.\par PE\'c7A DE CER\'c0MICA COL\'b7LOCADA AMB MORTER:\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter.\par TUB DE PVC EMBEGUT AL FORMIG\'d3:\par S'ha de lligar de manera que mantingui la seva posici\'f3 durant el proc\'e9s de formigonat.\par ELEMENT DE PLANXA:\par S'ha d'evitar el contacte directe de la planxa de zinc o plom amb el guix, els morters de ciment p\'f2rtland frescos i les fustes dures (roure, castanyer, teca, etc.).\par En el cas del zinc, a m\'e9s, cal evitar el contacte amb la cal\'e7, l'acer no galvanitzat i el coure sense estanyar.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\pB LVALR ar ANCORATGE, PE\'c7A DE SUPORT PER A BUNERA, PE\'c7A PER A PAS DE CONDUCTES O PECES ESPECIALS PER A VENTILACI\'d3:\par Unitat mesurada segons les especificacions de la DT.\par C\'c8RCOL:\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par MASS\'cdS DE FORMIG\'d3:\par m3 de volum amidat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par ANCORATGE, PE\'c7A DE SUPORT PER A BUNERA, PE\'c7A PER A PAS DE CONDUCTES O PECES ESPECIALS PER A VENTILACI\'d3:\par No hi ha normativa de compliment obligatori.\par ELEMENTS DE FORMIG\'d3:\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Cable per a \'fas general diferent del d'ascensors, pretesats, postesats, telef\'e8rics o funiculars.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar format per cordons de filferro d'acer galvanitzat.\par Els cordons no han de tenir filferros fluixos.\par El pas de cadascuna de les capes de filferros ha de ser constant i uniforme.\par Els cordons han d'estar ben assentats sobre l'\'e0nima o la capa adjacent de cordons.\par El pas dels cordons ha de ser constant i uniforme.\par Tots {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Cable per a \'fas general diferent del d'ascensors, pretesats, postesats, telef\'e8rics o funiculars.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar format per cordons de filferro d'acer galvanitzat.\par Els cordons no han de tenir filferros fluixos.\par El pas de cadascuna de les capes de filferros ha de ser constant i uniforme.\par Els cordons han d'estar ben assentats sobre l'\'e0nima o la capa adjacent de cordons.\par El pas dels cordons ha de ser constant i uniforme.\par Tots els filferros han d'estar galvanitzats, inclosos els de l'\'e0nima.\par L'extrem del cable a d'estar protegit contra el descablejat.\par Resist\'e8ncia dels filferros: 1600 N/mm2\par Toler\'e0ncies:\par - Di\'e0metre: + 0,05 mm\par - Llarg\'e0ria:\par - Fins a 400 m: + 5%\par - > 400 m: + 20 m/1000 m\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Submistrament: En rotlles de la llarg\'e0ria necess\'e0ria a l'obra, greixats i etiquetats amb les seg\'fcents dades:\par - Fabricant\par - Tipus de cable i composici\'f3\par - Resist\'e8ncia dels filferros i c\'e0rrega total admissible\par Emmagatzematge: Apilats separats de terra per fustes, i protegits de la intemp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE 36710:1984 Cables de acero para usos generales\par\pard\par }H Y  L I0?33333cY@%C3@rh|??T@鷯cY@@@edra grantimb 3__D070A8B1Morter mixt ciment prtland+fill.calc. CEM II/B-L,cal,sorra pedra granit.,380kg/m3 ciment,1:0,5:4,1@2m3D070A8B1ECD070A8B1Banc GISA Edificaci Obra NovaVEN.3CCC99555555+'"0? ףp=+@ ףp=+@ ףp=+@ ףp=+@y@ DDDDDDDD__B7C23670Planxa (XPS),g=60mm,resist.compress.>=300kPa,res.trmica >= 2,15m2K/W,llisa,cantell mitjamossa@2m2B7C23670ETVEN.2VEN.3G==33333//////%! 0?q= ףp?q= ףp?q= ףp?q= ףp?s@     m Cod__B09414C0Oxiasfalt sacs,OA 90/40,en cal.8@2kgB09414C0ETVEN.2VEN.3 0?HzG@HzG@HzG@HzG@s@@@E711H69ana PA-2,7,7kg/m2,2lm.,__B7117090Lmina bet.modif.n/proteg.LBM(SBS) 24-FP 130g/m2h@2m2B7117090ETVEN.2VEN.3 0?R<@R<@R<@R<@r@     m Cod__B0351000Palet riera D=16-32 mm'@2tB0351000ETVEN.2VEN.3 0?fffff-@fffff-@fffff-@fffff-@r@stell' . Casp40 G__B7C100N0Escumant form.cel."Escumant per a formig cel.lularm3B7C100N0ETVEN.2VEN.3      0?RK@p= c"@ rh9G@|?5^K@r@@    __D07AA000Form. cel.lular s/granulat,dens.=300kg/m39@2m3D07AA000ECVEN.2VEN.3"0?fffffS@Hz3@7A`?-K@gj+S@q@@ica amb 250 3 de__D0701641Morter ciment prtland+fill.calc. CEM II/B-L,sorra pedra granit.,250kg/m3 ciment,1:6,5N/mm2,elab.a o@2m3D0701641ECVEN.2VEN.3MCC99999555555+'"0?zG?zG?zG?zG?r@8p@p0dd__B0FA12A0Totxana 290x140x100mm,categoria I,LD,UNE-EN 771-1J@2uB0FA12A0ETVEN.2VEN.3 0?{Gz@{Gz@{Gz@{Gz@@Z@rmadura de feltr polister d__B712909ALmina bet.modif.autoprot.miner.LBM(SBS) 40/G-FP 130g/m2 acab.color estnd.@2m2B712909AETVEN.2VEN.34**      0?Q6@Q6@Q6@Q6@@p@__A012M000Oficial 1a muntadorOficial 1a muntadorhA012M000EMVEN.2VEN.3 & LVAL6 e: PVC\par PELFUT DE GOMA-MOQUETA:\par No ha de tenir vores desfilades.\par Les vores han de ser rectes i paral\'b7leles entre elles.\par La fibra ha d'estar protegida amb un tractament contra les arnes.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: El producte s'ha de servir en paquets o rotlles embalats.\par Emmagatzematge: A cobert, en llocs secs i ventilats. En posici\'f3 vertical sobre superf\'edcies planes, de manera que no s'alterin les seves condicions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Execuci\'f3 d'elements de protecci\'f3 del junt que formen el pla de la coberta amb el parament vertical.\par S'han considerat els tipus seg\'fcents:\par - Minvell amb una o dues peces de planxa met\'e0l\'b7lica encastada al parament en la seva vora superior amb morter\par - Minvell de rajola cer\'e0mica encastada al parament en la seva vora superior i col\'b7locada amb morter\par - Minvell amb rajola cer\'e0mica col\'b7locada amb morter contra el parament\par - Minvell de caixa fet amb totxana recoberta amb rajola cer\'e0mica amb trencaaig\'fces, col\'b7locat amb morter\par - Minvell de planxa met\'e0l\'b7lica, fixat mec\'e0nicament al parament\par - Trobada de teulada de teula \'e0rab amb parament vertical, agafada amb morter\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Formaci\'f3 de minvell amb planxa encastada al parament:\par - Neteja i preparaci\'f3 del suport\par - Replanteig de l'element\par - Execuci\'f3 de la regata en el parament\par - Col\'b7locaci\'f3 de les l\'e0mines met\'e0l\'b7liques encastades amb morter dins de la rasa\par - Execuci\'f3 dels junts entre l\'e0mines\par Formaci\'f3 de minvell amb rajola cer\'e0mica encastada al parament:\par - Neteja i preparaci\'f3 del suport\par - Replanteig de l'element\par - Execuci\'f3 de la regata en el parament\par - Col\'b7locaci\'f3 de la rajola encastada amb morter dins de la rasa, sola o recolzada sobre una filera de rajola cer\'e0mica o d'encadellat cer\'e0mics\par - Rejuntat i neteja dels junts\par Formaci\'f3 de minvell amb rajola cer\'e0micaLVAL contra el parament:\par - Neteja i preparaci\'f3 del suport\par - Replanteig de l'element\par - Execuci\'f3 de la regata en el parament\par - Col\'b7locaci\'f3 de la rajola cer\'e0mica encastada amb morter dins de la rasa i recolzada sobre la cobertura\par - Rejuntat i neteja dels junts\par Formaci\'f3 de minvell de caixa:\par - Neteja i preparaci\'f3 del suport\par - Replanteig de l'element\par - Execuci\'f3 de la regata en el parament\par - Execuci\'f3 de la filada amb totxana col\'b7locada amb morter\par - Col\'b7locaci\'f3 de la rajola cer\'e0mica cobrint la filada, encastada amb morter dins del parament sola, o recolzada sobre una filera de rajola cer\'e0mica o d'encadellat cer\'e0mic\par - Rejuntat i neteja dels junts\par Formaci\'f3 de minvell amb planxa, fixat mec\'e0nicament al parament:\par - Replanteig de l'element\par - Col\'b7locaci\'f3 de les l\'e0mines met\'e0l\'b7liques mitjan\'e7ant fixacions mec\'e0niques\par - Execuci\'f3 dels junts entre l\'e0mines\par - Formaci\'f3 de trobada de teulada de teula \'e0rab amb parament vertical:\par - Replanteig de l\'92element\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Col\'b7locaci\'f3 del morter\par - Col\'b7locaci\'f3 de les peces\par - Rep\'e0s dels junts i neteja\par CONDICIONS GENERALS:\par Les peces han de quedar s\'f2lidament fixades al suport.\par El conjunt de l'element col\'b7locat ha de ser estanc.\par Les peces han de quedar alineades longitudinalment.\par L\'92element de protecci\'f3 ha de cavalcar sobre el parament vertical, per sobre de l\'92acabat de la coberta.\par L\'92encontre superior de l\'92element de protecci\'f3 amb el parament s\'92ha de fer de manera que impedeixi la filtraci\'f3 de l\'92aigua en el parament.\par La forma de l\'92acabament superior ha de complir l\'92especificat en l\'92apartat 2.4.4.1.2 del DB HS 1.\par En cobertes inclinades, si la trobada es situa en la part superior o lateral del vessant, l\'92element de protecci\'f3 ha de cavalcar per sobre de les peces de la teulada.\par CavalcLVALament de l\'92element de protecci\'f3 sobre el parament:\par - Coberta plana: >= 20 cm\par - Coberta inclinada: >= 25 cm\par Cavalcament dels elements de protecci\'f3 sobre la coberta: >= 10 cm\par Pendent de la pe\'e7a:\par - Minvell contra parament: >= 100%\par - Minvell encastat al parament: 25% - 50%\par Toler\'e0ncies d'execuci\'f3:\par - Alineacions:\par - Planxa: \'b1 5 mm/m; \'b1 20 mm/total\par - Rajola cer\'e0mica: \'b1 5 mm/m; \'b1 10 mm/total\par - Ma\'f3: \'b1 5 mm/2 m; \'b1 10 mm/total\par MINVELL DE PLANXA:\par Els junts entre les peces han de quedar doblegats i encaixats.\par El sentit de cavalcament ha de protegir l'element dels vents dominants i del recorregut d'aigua.\par Si el minvell es encastat al parament i est\'e0 format per dues peces, aquestes han de quedar amb les vores doblegades i encaixades. La pe\'e7a superior ha d'anar encastada dins d'una rasa i collada amb morter. La pe\'e7a de desenvolupament m\'e9s gran ha d'anar a sota.\par La uni\'f3 de planxes s\'92ha de fer, sempre que sigui posible per uni\'f3 engrapada, per tal de permetre el lliure moviment de les planxes.\par Els extrems de dues planxes contig\'fces es pleguen i les dues planxes s'enganxen entre s\'ed. Els extrems han de quedar doblegats en angle recte.\par En la base de la uni\'f3 ha de quedar una separaci\'f3 de 2-3 mm entre els extrems de la planxa, per tal d'absorbir els moviments.\par L'extrem de la planxa s'ha d'aixecar sobre el parament, aquesta prolongaci\'f3 ha de quedar protegida amb una banda de planxa, l'extrem superior d'aquesta banda ha de quedar fixat en l'element i l'extrem inferior ha de quedar doblegat per tal d'augmentar la seva rigidesa. Els extrems verticals han de quedar units mitjan\'e7ant engrapat senzill.\par En l'element de planxa de plom, els junts entre les peces s'han de soldar amb estany.\par En els elements de planxa, les vores del junt de dilataci\'f3 s'han de fer doblegades i encaixades.\par Dist\'e0ncia entre junts de dilataci\'f3: <= 600 cm\par CavalcaLVALment de la banda de protecci\'f3 sobre la planxa: >= 5 cm\par Cavalcaments:\par - Planxa de zinc, coure o acer galvanitzat: >= 5 cm\par - Planxa de plom: >= 2,5 cm\par Ampl\'e0ria de l\'92estanyat en els extrems a soldar: >= 15 cm\par Toler\'e0ncies d'execuci\'f3:\par - Cavalcament: \'b1 5 mm\par MINVELL DE PLANXA FIXAT AL PARAMENT:\par Les peces han de quedar fixades al suport mitjan\'e7ant claus amb junts de plom.\par Les fixacions han de ser de metall compatible amb el de la planxa, en el cas de planxes de coure han de ser claus de coure o visos de bronze o aliatge de coure\par Els claus han de ser de secci\'f3 circular o quadrada, cap gros, pla i dentats, no es poden utilitzar claus llisos.\par Les fixacions han de quedar separades dels extrems de la planxa, per tal de no impedir els moviments de dilataci\'f3 del metall.\par Separaci\'f3 de les fixacions dels extrems de la planxa: >= 20 mm\par Dist\'e0ncia entre els punts de fixaci\'f3: <= 50 cm\par MINVELL DE RAJOLA CER\'c0MICA:\par Les rajoles han de quedar col\'b7locades a tocar, rejuntades amb morter i encastades al parament dins d'una regata, que ha de quedar reblerta de morter.\par L'aresta superior del minvell ha de quedar en el mateix pla del parament o encastada a dins.\par MINVELL DE RAJOLA CER\'c0MICA ENCASTAT AL PARAMENT:\par Quan la rajola va recolzada sobre un suport format per un altra rajola o encadellat, aquesta s'ha d'encastar com a m\'ednim 1/3 de la seva volada dins del parament i ha de quedar alineada amb la recrescuda perimetral de la coberta.\par La rajola d'acabat ha de tenir una volada de 3 cm sobre la recrescuda perimetral de la coberta.\par El conjunt del minvell acabat ha d'estar separat 3 cm per sobre de la recrescuda perimetral de la coberta.\par Volada m\'e0xima de la rajola:\par - Col.locada amb morter: <= 10 cm\par - Recolzada sobre rajola cer\'e0mica: <= 15 cm\par - Recolzada sobre encadellat cer\'e0mic: <= 20 cm\par MINVELL DE CAIXA:\par El minvell ha de quedar pla, alineat i amb el pendent previst. LesLVAL rajoles d'acabat superior no han de tenir celles.\par El minvell ha d'estar format per una totxana amb acabat superior de rajola cer\'e0mica, que ha d'anar encastada dintre d'una regata feta al parament, reblerta i rejuntada posteriorment amb morter. Les rajoles han de quedar rejuntades.\par El ma\'f3 de suport del minvell ha d'anar recolzat sobre l'encadellat cer\'e0mic i separat dels paraments i dels elements verticals.\par Dist\'e0ncia als paraments i als elements verticals: >= 3 cm\par Toler\'e0ncies d'execuci\'f3:\par - Planor: \'b1 3 mm/m\par TROBADA DE TEULADA DE TEULA AMB PARAMENT VERTICAL:\par Les peces han de cavalcar entre elles, la vora de la teula en contacte amb el parament vertical, ha de quedar encastada dins d\'92una regata feta al parament, reblerta i rejuntada posteriorment.\par El sentit de cavalcament ha de protegir l'element dels vents dominants i del recorregut d'aigua.\par Cavalcament de les peces: >= 10 cm\par Toler\'e0ncies d'execuci\'f3:\par - Cavalcaments: - 0 mm, + 20 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par No s'ha de treballar amb pluja intensa, neu o vent superior a 50 km/h. En aquests sup\'f2sits, s'ha d'assegurar l'estabilitat de l'equip.\par Si l'al\'e7ada de caiguda es superior a 2 m s'ha de treballar amb cintur\'f3 de seguretat.\par MINVELL DE PLANXA:\par La col\'b7locaci\'f3 dels trams s'ha de comen\'e7ar pel punt m\'e9s baix.\par Si la planxa s'ha d'encastar al parament, aquest s'ha de preparar pr\'e8viament amb una capa d'emulsi\'f3 bituminosa.\par La soldadura ha de penetrar completament sota el junt.\par No s\'92han de recalentar les parts a soldar.\par S\'92ha d\'92evitar el contacte directe de la planxa de coure amb el ferro, zinc, alumini, acer galvanitzat o fosa i la fusta de cedre.\par S'ha d'evitar el contacte directe de la planxa de zinc o plom amb el guix, els morters de ciment p\'f2rtland frescos i les fustes dures (roure, castanyer, teca, etc.).\par En el cas del zinc, a m\'e9s, cal evitar el contacLVALte amb la cal\'e7, l'acer no galvanitzat i el coure sense estanyar.\par S'ha d'evitar el contacte directe de l'acer galvanitzat amb el guix, els ciments p\'f2rtland frescos, la cal\'e7, les fustes dures (roure, castanyer, teca, etc.) i l'acer sense protecci\'f3 contra la corrosi\'f3.\par MINVELL COL\'b7LOCAT AMB MORTER:\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C.\par El morter ha de formar una mescla homog\'e8nia que s'ha d'utilitzar abans d'iniciar l'adormiment.\par S'ha d'aplicar sobre superf\'edcies netes.\par Si el suport \'e9s absorbent s'ha d'humitejar abans d'abocar el material.\par MINVELL DE PECES CER\'c0MIQUES:\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter.\par Quan s'hagin de tallar peces, el tall ha de ser recte i l'aresta viva, sense escantonaments.\par TROBADA DE TEULADA DE TEULA AMB PARAMENT VERTICAL:\par Si s\'92utilitzen teules procedents de recuperaci\'f3, abans de col\'b7locar-les cal comprovar que compleixen les condicions funcionals i de qualitat exigibles per al seu funcionament correcte:\par - No han de tenir deformacions, escrostonaments o altres defectes visibles\par - No han de tenir esquerdes o fissures que puguin comprometre la seva funci\'f3\par - No han de tenir exfoliacions o laminacions que puguin debilitar la resist\'e8ncia de la pe\'e7a\par - Han d\'92estar netes de restes de morter o d\'92altres materials que tingu\'e9s adherits en origen, que puguin impedir la fixaci\'f3 al suport i el cavalcament amb la resta de teules\par - Les mides i forma de les teules de recuperaci\'f3, han de ser compatibles amb la resta de teules utilitzades, de forma que es puguin col\'b7locar amb els cavalcaments i les alineacions previstes\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par MINVELL ENCASTAT AL PARAMENT, CONTRA PARAMENT, DE CAIXA O FIXAT AL PARAMENT O TROBADA DE TEULA AMB PARAMENT:\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par MINVELL CONTRA  LVAL PARAMENT AMB LA PART SUPERIOR HORITZONTAL I LA PART INFERIOR SEGUINT EL PENDENT:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par\pard\par }&X\ ` ͸ d  ̼ h  l  p  t x$|(,048 hs?9v$@?hs?ED7FP262B0311500@@:53-(& ?)\(???ED7FP262BDY3B800@@:53-(& ?d;O@??ED7FP262A0122000@@:53-(& 333333?Sc @?333333?ED7FP262A0127000@@:53-(& 333333?V-o@?333333?ED7FP262A0137000@@:53-(& ?Cl @??ED7FP262A0140000@@:53-(& Q?Q@?Q?ED7FP262BDW3B800@@:53-(& ? r@??ED7FP262C1315010@@:53-(& ?A`"???ED7FP262C133A0J0@@:53-(& +?.!u@?+?ED7FP262BD7FP260@@:53-(& ?p= c2@??ED352355A0140000@@:53-(& (\?T@?(\?E83F5003B0CC5000@@:53-(& Q?uq ??Q?E83F5003B7JZ00E1@@:53-(& K7?mnLOX??K7?E83F5003B7J500ZZ@@:53-(& ?d;O@??E83FU015A0127000@@:53-(& Q????Q?E83FU015A0137000@@:53-(& 333333?S@?333333?E83FU015B0A44000@@:53-(& (\?_L??(\?E83FU015B0527030@@:53-(& @V-o'@?@E83FU015B0CC5000@@:53-(& @Q??@E83FU015B7JZ00E1@@:53-(& ?"~j???E83FU015B7J500ZZ@@:53-(& ?>@??EANAU186BANAU186@@:53-(& 333333?Sc @?333333?E9U6U005A0127000@@:53-(& ?V-???E9U6U005B0711010@@:53-(& RQ?]m{@?RQ?E9U6U005B9U6U005@@:53-(& ?= ףp=>@??E9P2U020B9P2U020@@:53-(& /$?u @?/$?E9P2U020A0127000@@:53-(& {Gz?St$??{Gz?E9P2U020A0137000@@:53-(& H}8?s??H}8?E9P2U020B0901000@@:53-(& 333333?S㥻??333333?E9P2U020B9PZ1400@@:53-(& ?Q???E93A3120B93A0020@@:53-(& {Gz?1%??{Gz?E93A3120A0127000@@:53-(& ?d;O@??E9P2UTARA0127000@@:53-(& ?sh|????E9P2UTARA0137000@@:53-(& ?)\($@??E9P2UTARB9P2UTAR@@:53-(& Q?&†??Q?E9DD122WA0140000@@:53-(& ?= ףp%@??E9DD122WA0127000@@:53-(& ?sh|?@??E9DD122WA0137000@@:53-(& $@,i?@?$@E9DD122WB0711010@@:53-(& ?K7???E9DD122WB05A2103@@:53-(& RQ?v(@?RQ?E9DD122WB0FH8172@@:53-(& Q?xz,C??Q?E9J3U100A0127000@@:53-(& Q?>W[??Q?E9J3U100A0137000@@:53-(& ?)\H@??E9J3U100B9J3U100@@:53-(&}QPIIPQPIPPRESSULVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Tall en parets de f\'e0brica cer\'e0mica per a obrir nous forats.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig del tall i protecci\'f3 dels elements que calgui\par - Realitzaci\'f3 del tall\par - Neteja de la runa produ\'efda\par CONDICIONS GENERALS:\par Ha d'estar fet als llocs especificats a la DT o en el seu defecte on indiqui la DF.\par Ha de ser recte i ha d'estar net{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Tall en parets de f\'e0brica cer\'e0mica per a obrir nous forats.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig del tall i protecci\'f3 dels elements que calgui\par - Realitzaci\'f3 del tall\par - Neteja de la runa produ\'efda\par CONDICIONS GENERALS:\par Ha d'estar fet als llocs especificats a la DT o en el seu defecte on indiqui la DF.\par Ha de ser recte i ha d'estar net. La seva fond\'e0ria i ampl\'e0ria ha de ser constant i no ha de tenir vores escantonades.\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig: \'b1 20 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Al realitzar els talls no s'ha de produir danys als elements que envolten el parament (paviment, parets, sostres, etc.), com ara cops, ratlles, etc.\par S\'92ha de verificar que no hi hagi cap instal\'b7laci\'f3 en servei a la zona on es far\'e0 el tall.\par Cal verificar que l\'92estructura sigui estable en fer el tall, i en el seu cas apuntalar els elements que indiqui la DF.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria executada realment, amidada segons les especificacions del projecte, comprovada i acceptada expressament per la DF.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Reparacions i neteges d'elements especials de cobertes.\par S'han considerat les unitats d'obra seg\'fcents:\par - Reparaci\'f3 d'enllatat de teulada, amb llates de fusta de pi, col\'b7locades sobre fusta amb fixacions mec\'e0niques\par - Reparaci\'f3 de minvell de rajola cer\'e0mica, encastat al parament\par - Neteja de canal i desembussament de g\'e0rgoles i baixants\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Reparaci\'f3 d'enllatat:\par - Identificaci\'f3 de la pe\'e7a a substituir\par - Extracci\'f3 de la pe\'e7a i retirada del material d'uni\'f3, en el seu cas\par - Replanteig de les peces\par - Clavat de les peces al suport\par - Neteja de la zona afectada\par - Trossejament i apilada de la runa\par - C\'e0rrega de la runa sobre el cami\'f3\par Reparaci\'f3 de minvell encastat al parament:\par - Identificaci\'f3 de la pe\'e7a a substituir\par - Extracci\'f3 de la pe\'e7a i retirada del material d'uni\'f3\par - Replanteig de les peces\par - Col.locaci\'f3 de la rajola encastada amb morter dins de la rasa\par - Rejuntat i neteja dels junts\par - Neteja de la zona afectada\par - Trossejament i apilada de la runa\par - C\'e0rrega de la runa sobre el cami\'f3\par Neteja de canal i desembussament de g\'e0rgoles i baixants\par - Preparaci\'f3 de la zona de treball\par - Protecci\'f3 dels elements propers que no siguin objecte de la neteja.\par - Execuci\'f3 de la neteja. \par - Comprovaci\'f3 del funcionament dels elements\par REPARACI\'d3:\par El material arrencat ha de quedar suficientment trossejat i apLVALĢ<{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Plaques de senyalitzaci\'f3 interior d'edificis i car\'e0cters num\'e8rics per a identificaci\'f3 postal o altres usos, col\'b7locats en la seva posici\'f3 definitiva amb el sistema de fixaci\'f3 previst.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Amb fixacions mec\'e0niques\par - Amb adhesiu\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Fixaci\'f3 de l'element\par - Neteja\par CONDICIONS GENERALS:\par L'element de senyalitzaci\'f3 ha d'estar fixat al suport a la posici\'f3 indicada a la DT, amb les modificacions introdu\'efdes al replanteig previ, aprovades per la DF.\par Ha de tenir col\'b7locats i cargolats tots els visos previstos per la seva fixaci\'f3.\par La cara exterior de la placa ha d'estar en un pla vertical, amb l'aresta superior horitzontal.\par El car\'e0cter num\'e8ric ha d'estar en un pla vertical i correctament orientat.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 5 mm\par - Aplomat: \'b1 1 mm/15 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par El parament on s'ha de col\'b7locar ha d'estar totalment acabat.\par PLACA DE SENYALITZACI\'d3 FIXADA MEC\'c0NICAMENT:\par No s'han de produir danys a la pintura ni bonys a la planxa durant la col\'b7locaci\'f3.\par No s'ha de foradar la placa per fixar-la. S'han d'utilitzar els forats existents.\par CAR\'c0CTER NUM\'c8RIC COL\'b7LOCAT AMB ADHESIU:\par El parament on s'ha de col\'b7locar ha d'estar net de pols i la seva superf\'edcie ha de ser llisa.\par L' LVAL adhesiu utilitzat ha de ser compatible amb els materials del suport i del car\'e0cter.\par No s'ha de tacar el parament de suport amb adhesiu, ni ha de regalimar per sota del car\'e0cter.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par PLACA O CAR\'c0CTER NUM\'c8RIC:\par Unitat de quantitat col\'b7locada segons les especificacions de la DT.\par VINIL AUTOADHESIU:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALe8ncia adequada per a poder-la aplicar amb brotxa. Ha de fluir i anivellar-se b\'e9 fins a formar una capa uniforme.\par - Per aplicar-la amb equip de polvoritzaci\'f3 cal afegir-hi dissolvents, seguint les instruccions del fabricant.\par Temps d'assecatge (UNE 104-281/5-12):\par - Al tacte: <= 4 h\par - Totalment sec: <= 24 h\par PINTURA BITUMINOSA DE BASE ASF\'c0LTICA TIPUS PI-I:\par Densitat relativa (UNE 104-281/5-4): >= 0,85, <= 1,00\par Contingut d'aigua (UNE 104-281/5-8): <= 0,5%\par Viscositat Saybolt-Furol a 25\'b0C (UNE 104-281/5-5): >= 25 s, <= 75 s\par Temperatura d'inflamaci\'f3 en vas tancat Tag (UNE 104-281/5-10): >= 25\'b0C\par Volum destil\'b7lat a 225\'b0C (UNE 104-281/5-11): >= 35%\par Volum destil\'b7lat a 360\'b0C (UNE 104-281/5-11): <= 65%\par Penetraci\'f3 sobre el residu de destil\'b7laci\'f3 a 360\'b0C, a 25\'b0C, 100 g, 5s (UNE 104-281/1-4): >= 20 1/10 mm: <= 65 1/10 mm\par Solubilitat en tricloroetil\'e8 (UNE_EN 12592): >= 99%\par PINTURA BITUMINOSA DE BASE QUITR\'c0 TIPUS PI-II:\par Densitat relativa (UNE 104-281/5-4): >= 1,10, <= 1,25\par Mat\'e8ria fixa, 3 h a 150\'b0C (UNE 104-281/5-7): >= 50%\par Temperatura d'inflamaci\'f3 en vas tancat Tag (UNE 104-281/5-10): >= 20\'b0C\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par OXIASFALT:\par Subministrament: En sacs de paper siliconat. A l'env\'e0s s'ha d'indicar el producte que cont\'e9.\par Emmagatzematge: En lloc sec, protegit de la intemp\'e8rie, a una temperatura entre 5\'b0C i 30\'b0C.\par ADHESIU I PINTURA ASF\'c0LTICA:\par Subministrament: En recipients herm\'e8tics. A cada env\'e0s han de figurar les dades seg\'fcents:\par - Identificaci\'f3 del fabricant\par - Nom comercial del producte\par - Identificaci\'f3 del producte\par - Codi d'identificaci\'f3\par - Pes net o volum del producte\par - Data de caducitat\par - Instruccions d'\'fas\par - Dissolvents adequats\par - Limitacions de temperatura\par - Temps de dessecaci\'f3 al tacte, temps total i repintat\par - Toxicitat i inflamabilLVALц{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de filada amb peces cer\'e0miques col\'b7locades amb morter o pasta de ciment r\'e0pid.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig de l'element\par - Col\'b7locaci\'f3 de les peces\par - Acabat arrebossat, en el seu cas\par CONDICIONS GENERALS:\par La filada ha de ser estable i resistent.\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par S'han de respectar els junts estructurals i de dilataci\'f3 del suport.\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig: \'b1 20 mm\par ARREBOSSADA:\par Les cares superior i lateral externa ha d'estar arrebossades tot formant una mitjacanya a la trobada amb el suport.\par L'arrebossat ha de ser llis, sense esquerdes i amb una textura uniforme.\par Gruix de l'arrebossat: 1 cm\par Radi de la mitjacanya: 5 cm\par Toler\'e0ncies d'execuci\'f3:\par - Gruix de l'arrebossat: \'b1 2 mm\par - Radi de la mitjacanya: \'b1 5 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C i sense pluja. Fora d'aquests l\'edmits s'ha de revisar l'obra executada 48 h abans i s'han d'enderrocar i refer les parts afectades.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter.\par Si es col\'b7loca amb pasta de ciment r\'e0pid, la pasta de ciment ha de constituir una mescla homog\'e8nia que s'ha d'utilitzar abansB LVALR que comenci l'adormiment.\par No es pot arrebossar la filada fins al cap de 24 h d'haver col\'b7locat els maons.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALц{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Peces de argila cuita utilitzades en el ram de paleta (fa\'e7anes vistes o revestides, estructures portants i no portants, murs i divis\'f2ries interiors, tant a edificaci\'f3 com a enginyeria civil)\par S'han considerat els tipus seg\'fcents:\par En funci\'f3 de la densitat aparent:\par - Peces LD, amb una densitat aparent menor o igual a 1000 kg/m3, per a parets revestides\par - Peces HD, peces per a elements sense revestir o per a revestir i amb una densitat aparent mes gran de 1000 kg/m3\par En funci\'f3 del nivell de confian\'e7a de les peces respecte a la resist\'e8ncia a la compressi\'f3:\par - Peces de categoria I: peces amb una resist\'e8ncia a compressi\'f3 declarada amb probabilitat de no assolir-se inferior al 5%.\par - Peces de categoria II: peces que no compleixen el nivell de confian\'e7a especificat per la categoria I.\par En funci\'f3 del volum i disposici\'f3 de forats:\par - Peces massisses\par - Peces calades\par - Peces alleugerides\par - Peces foradades\par CARACTER\'cdSTIQUES GENERALS:\par Ma\'f3 amb forats a la testa, obtingut per un proc\'e9s d'extrussi\'f3 mec\'e0nica i cocci\'f3 d'una pasta argilosa i, eventualment, d'altres mat\'e8ries.\par Les peces han de presentar regularitat de dimensions i de forma.\par No ha de tenir esquerdes, forats, exfoliacions, ni escrostonaments d'arestes.\par Si \'e9s de cara vista no ha de tenir imperfeccions, taques, cremades, etc. i la uniformitat de color en el ma\'f3 i en el conjunt de les remeses ha de complir les condicions subjectives requerides per la DF.\par La disposici\'f3 dels fLVALorats ha de ser de manera que no hi hagi risc de que apareguin fissures en els envanets i parets de la pe\'e7a durant la seva manipulaci\'f3 o col.locaci\'f3.\par Ha de tenir una textura uniforme. Est\'e0 suficientment cuit si s'aprecia un so agut en ser colpejat i un color uniforme en fracturar-se.\par El fabricant ha de declarar la dimensions nominals de les peces en mil\'b7l\'edmetres i en l\'92ordre de llarg, ample i alt.\par Volum de forats:\par - Mass\'eds: <= 25%\par - Calat: <= 45%\par - Alleugerit: <= 55%\par - Foradat: <= 70%\par Volum de cada forat: <= 12,5%\par Gruix total dels envanets (relaci\'f3 amb el gruix total):\par - Mass\'eds: >= 37,5%\par - Calat: >= 30%\par - Alleugerit: >= 20%\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials en peces per a us en elements amb requisits estructurals:\par - Resist\'e8ncia mitja a compressi\'f3 (UNE-EN 772-1): >= 5 N/mm2, >= valor declarat per el fabricant, amb indicaci\'f3 de categor\'eda I o II\par - Adher\'e8ncia (UNE-EN 1052-3): >= valor declarat per el fabricant\par - Contingut en sals solubles actives (UNE-EN 772-5): <= valor declarat per el fabricant, amb indicaci\'f3 de la seva categoria\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies davant el foc:\par - Classe de reacci\'f3 al foc: exig\'e8ncia en funci\'f3 del contingut en massa o volum, de materials org\'e0nics distribu\'efts de forma homog\'e8nia:\par - Peces amb <= 1,0%: A1\par - Peces amb > 1,0% (UNE-EN 13501-1)\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies ac\'fastiques:\par - Toler\'e0ncia en les dimensions (UNE-EN 772-16): <= valor declarat per el fabricant, amb indicaci\'f3 de la categoria\par - Forma de la pe\'e7a (UNE-EN 771-1)\par - Especificacions dels forats: Disposici\'f3, volum, superf\'edcie, gruix LVALdels envanets (UNE-EN 772-3)\par - Densitat absoluta (UNE-EN 772-13)\par - Tolerancia de la densitat (UNE-EN 772-13): El valor declarat per el fabricant ha d\'92estar dins dels l\'edmits seg\'fcents en funci\'f3 de la categor\'eda.\par - D1: <= 10%\par - D2: <= 5%\par - Dm: <= desviaci\'f3 declarada per el fabricant en %\par Caracter\'edstiques essencials en peces per als usos previstos en l\'92apartat 4.1 del DB HE 1:\par - Propietats t\'e8rmiques (UNE-EN 1745)\par - Permeabilitat al vapor d\'92aigua (UNE-EN 1745)\par PECES LD:\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials:\par - Per a us de cara vista o amb protecci\'f3 de morter de capa fina:\par - Durabilitat (resist\'e8ncia gel/desgel)\par Caracter\'edstiques essencials en peces per a us en elements amb requisits estructurals:\par - Per a peces perforades horitzontalment amb una dimensi\'f3 >= 400 mm i envanets exteriors < a 12 mm que hagin d\'92anar revestides amb un lliscat:\par - Expansi\'f3 per humitat (UNE-EN 772-19)\par - Per a us de cara vista o amb protecci\'f3 de morter de capa fina:\par - Contingut en sals solubles actives (UNE-EN 772-5): El valor declarat per el fabricant ha d\'92estar dins dels l\'edmits especificats a la UNE-EN 771-1 en funci\'f3 de la categoria\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies ac\'fastiques:\par - Densitat aparent (UNE-EN 772-13): <= 1000 kg/m3\par PECES HD:\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials:\par - Durabilitat (resist\'e8ncia gel/desgel): Indicaci\'f3 de la categoria en funci\'f3 del grau d\'92exposici\'f3\par Caracter\'edstiques essencials en peces per LVALa us en elements amb requisits estructurals:\par - Expansi\'f3 per humitat (UNE-EN 772-19)\par - Per a us de cara vista o amb protecci\'f3 de morter de capa fina:\par - Contingut en sals solubles actives (UNE-EN 772-5): El valor declarat per el fabricant ha d\'92estar dins dels l\'edmits especificats a la UNE-EN 771-1 en funci\'f3 de la categoria\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies ac\'fastiques:\par - Densitat aparent (UNE-EN 772-13): >= 1000 kg/m3\par Caracter\'edstiques essencials en peces per a us en cara vista o en barreres anticapil.laritat:\par - Absorci\'f3 d\'92aigua: <= valor declarat per el fabricant\par - Cara vista (UNE-EN 771-1)\par - Barreres anticapil.laritat (UNE-EN 772-7)\par Caracter\'edstiques complement\'e0ries:\par - Succi\'f3 immersi\'f3 60 \'b12 s (UNE-EN 772-11) : <= valor declarat per el fabricant\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetats sobre palets, de manera no totalment herm\'e8tica.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par Per a peces de categoria I:\par - Sistema 2+: Declaraci\'f3 CE de conformitat del fabricant i Certificat del control de producci\'f3 en f\'e0brica em\'e8s per l\'92organisme d\'92inspecci\'f3\par Per a peces de categoria II:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par A l'embalatge o a l'albar\'e0 de lliurament han de constar-hi les dades seg\'fcents:\par - Classificaci\'f3 segons DB-SE-F (Taula 4.1)\par - Marca CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol. El s\'edmbol normalitzat del marcatge CE s'ha d'acompanyar de la seg\'fcent informaci\'f3:\par - Numero d\'92identificaci\'f3 del organisme notificat (nom\'e9s per al sistema 2+)\par - Marca del fabLVALricant i lloc d\'92origen\par - Dos \'faltims d\'edgits del any en que s\'92ha impr\'e8s el marcat CE.\par - N\'famero del certificat de conformitat del control de producci\'f3 a f\'e0brica, en el seu cas\par - Refer\'e8ncia a la norma EN 771-1\par - Descripci\'f3 de producte: nom generic, material, dimensions, .. i us al que va destinat.\par - Informaci\'f3 de les caracter\'edstiques essencials segons annex ZA de la UNE-EN 771-1\par Emmagatzematge: De manera que no es trenquin o s'escantonin. No han d'estar en contacte amb terres que continguin solucions salines, ni amb productes que puguin modificar les seves caracter\'edstiques (cendres, fertilitzants, greixos, etc.).\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 771-1:2003 Especificaciones de piezas para f\'e1brica de alba\'f1iler\'eda. Parte 1: Piezas de arcilla cocida.\par UNE-EN 771-1:2003/A1:2006 Especificaciones de piezas para f\'e1brica de alba\'f1iler\'eda. Parte 1: Piezas de arcilla cocida.\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par\pard\par }LVALV{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de paviment de rajola de gres premsat o extru\'eft col\'b7locat amb morter adhesiu.\par S\'92han considerat les seg\'fcents col\'b7locacions:\par - A truc de maceta\par - A estesa\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Col.locaci\'f3 a truc de maceta:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de les peces a truc de maceta amb morter adhesiu\par - Reblert dels junts\par Col.locaci\'f3 a l\'92estesa:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de la base de morter\par - Humectaci\'f3 de les peces per col\'b7locar\par - Col\'b7locaci\'f3 de les peces del paviment\par - Assentament de les peces col\'b7locades\par - Reblert dels junts amb beurada de ciment\par CONDICIONS GENERALS:\par En el paviment no hi ha d'haver peces trencades, esquerdades, escantonades ni d'altres defectes superficials.\par No hi ha d'haver ressalts entre les peces.\par La superf\'edcie acabada ha de tenir la textura i el color uniformes.\par Les peces han d'estar ben adherides al suport i han de formar una superf\'edcie plana.\par S'han de respectar els junts propis del suport.\par L'especejament ha de complir les condicions subjectives requerides per la DF.\par L'ampl\'e0ria dels junts ha de ser constant en tota la superf\'edcie per pavimentar.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 10 mm\par - Planor: \'b1 4 mm/2 m\par - Celles: <= 1 mm\par - Rectitud dels junts (amidada sobre els eixos dels junts): >e!'. 3 L 2 A r!"&.M EAF3FINESTRES D'ALUMINI LACAT AMB TRENCAMENT DE PONT TRMIC, COL.LOCADES SOBRE BASTIMENT DE BASEPOReforma CAP 'El Castell' . Casok G BAF7FAMLIA AF7ETReforma CAP 'El Castell' . CasZ G B07MORTERS DE COMPRAETProjecte del Servei d'Emergnc_# G E612PARETS DE CERMICAPOProjecte del Servei d'Emergnca%! G E61PARETS I ENVANS D'OBRA DE FBRICAPOProjecte del Servei d'Emergnco3/ G E6TANCAMENTS I DIVISRIESPOProjecte del Servei d'Emergncc'# G B5ZZMATERIALS AUXILIARS PER A COBERTESETProjecte del Servei d'Emergncq51 G B5ZDMATERIALS PER A MINVELLSETProjecte del Servei d'Emergncg+' G B5ZMATERIALS ESPECIALS PER A COBERTESETProjecte del Servei d'Emergncp40 G B5MATERIALS PER A COBERTESETProjecte del Servei d'Emergncd($ G E8REVESTIMENTSPOBanc GISA Edificaci Obra NovaX G E8JCORONAMENTSPOBanc GISA Edificaci Obra NovaY G E8J3CORONAMENTS DE PARETS AMB PECES DE PEDRA ARTIFICIALPOBanc GISA Edificaci Obra NovaFB G E32BARMADURES PER A MURS DE CONTENCIPOBanc GISA Edificaci Obra Novap40 G E32MURS DE CONTENCIPOBanc GISA Edificaci Obra Nova_# G E325FORMIGONAMENT DE MURS DE CONTENCIPOBanc GISA Edificaci Obra Novaq51 G E4EESTRUCTURES D'OBRA DE FBRICA DE BLOCS DE MORTER DE CIMENTPOBanc GISA Edificaci Obra NovaLH G E4E2PARETS D'OBRA DE FBRICA DE BLOCS DE MORTER DE CIMENTPOBanc GISA Edificaci Obra NovaHD G B0EMATERIALS BSICS D'AGLOMERATS DE CIMENTETBanc GISA Edificaci Obra Novau95 G B0E2BLOCS DE MORTER DE CIMENTETBanc GISA Edificaci Obra Novah,( G B094ADHESIUS ASFLTICSETReforma CAP 'El Castell' . Casa%! G E7Z2PROTECCIONS PER A MEMBRANESPOReforma CAP 'El Castell' . Casj.* G E7ZELEMENTS ESPECIALS PER A IMPERMEABILITZACIONS I ALLAMENTSPOReforma CAP 'El Castell' . CasLH G B035PALETS DE RIERAETReforma CAP 'El Castell' . Cas^" G E511ACABATS DE TERRATSPOReforma CAP 'El Castell' . Casa%! G B7C1MATERIALS PER A ALLAMENTS AMORFSETReforma CAP 'El Castell' . Casp40 G D07AFORMIGONS CEL.LULARSECReforma CAP 'El Castell' . Casc'# G E5Z1FORMACI DE PENDENTSPOReforma CAP 'El Castell' . Casc'# G 1512COBERTES PLANES NO TRANSITABLESPOReforma CAP 'El Castell' . Casn2. G 151COBERTES PLANESPOReforma CAP 'El Castell' . Cas]! G 15COBERTESPOReforma CAP 'El Castell' . CasT GLVALCB{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de coberta plana no transitable amb capa de protecci\'f3 granular.\par S'han considerat els tipus seg\'fcents:\par - Coberta invertida:\par - Formaci\'f3 de pendents\par - Capa separadora en sistema d\'92impermeabilitzaci\'f3 no adherit\par - Sistema d\'92impermeabilitzaci\'f3 amb l\'e0mines\par - A\'efllament t\'e8rmic\par - Capa separadora antipunxonament i filtrant\par - Capa de protecci\'f3 de palet de riera\par - Coberta convencional amb pendents d\'92argila expandida:\par - Barrera de vapor\par - Formaci\'f3 de pendents i a\'efllament t\'e8rmic\par - Capa de protecci\'f3 de morter\par - Capa separadora en sistema d\'92impermeabilitzaci\'f3 no adherit\par - Sistema d\'92impermeabilitzaci\'f3 amb l\'e0mines\par - Capa separadora antipunxonament\par - Capa de protecci\'f3 amb formig\'f3 lleuger d\'92argila expandida\par - Coberta convencional amb pendents de formig\'f3:\par - Formaci\'f3 de pendents\par - Barrera de vapor\par - A\'efllament t\'e8rmic\par - Capa separadora en sistema d\'92impermeabilitzaci\'f3 no adherit\par - Sistema d\'92impermeabilitzaci\'f3 amb l\'e0mines\par - Capa separadora antipunxonament\par - Capa de protecci\'f3 de palet de riera\par S\'92ha considerat la impermeabilitzaci\'f3 amb els seg\'fcents tipus de membrana:\par - Membrana amb l\'e0mina de PVC\par - Membrana amb l\'e0mina bituminosa\par - Membrana amb l\'e0mina elastom\'e8rica\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fLVALcents:\par - Coberta invertida:\par - Formaci\'f3 de pendents\par - Col.locaci\'f3 del geot\'e8xtil, com a capa separadora\par - Col.locaci\'f3 de la membrana impermeabilitzant\par - Col.locaci\'f3 de les plaques d\'92a\'efllament\par - Col.locaci\'f3 del geot\'e8xtil, com a capa antipunxonament\par - Execuci\'f3 de la capa de protecci\'f3 de palet de riera\par - Coberta convencional amb pendents d\'92argila expandida:\par - Estesa de la barrera de vapor\par - Abocada i formaci\'f3 de la capa de pendents amb argila expandida en sec\par - Execuci\'f3 de la capa de protecci\'f3 de morter, amb acabat remolinat\par - Estesa del geot\'e8xtil, com a capa separadora\par - Col.locaci\'f3 de la membrana impermeabilitzant\par - Col.locaci\'f3 del geot\'e8xtil, com a capa antipunxonament\par - Execuci\'f3 de la capa de protecci\'f3 amb formig\'f3 lleuger d\'92argila expandida\par - Coberta convencional amb pendents de formig\'f3:\par - Abocada i formaci\'f3 de la capa de pendents amb formig\'f3 amb acabat remolinat\par - Estesa de la barrera de vapor\par - Col.locaci\'f3 de les plaques d\'92a\'efllament\par - Estesa del geot\'e8xtil, com a capa separadora\par - Execuci\'f3 de la membrana impermeabilitzant\par - Col.locaci\'f3 del geot\'e8xtil, com a capa antipunxonament\par - Execuci\'f3 de la capa de protecci\'f3 de palet de riera\par CONDICIONS GENERALS:\par La coberta ha de ser estanca a l\'92aigua de pluja i ha d\'92evitar l\'92aparici\'f3 d\'92humitat de condensacions.\par Ha de tenir la forma i el pendent indicades en la Documentaci\'f3 T\'e8cnica o en el seu defecte, les indicades per la DF.\par El pendent ha de ser l\'92adequat per conduir l\'92aigua cap els elements d\'92evacuaci\'f3.\par La superf\'edcie d\'92acabat ha de ser plana i no transitable.\par L\'92acc\'e9s a la coberta ser\'e0 nom\'e9s a efectes de conservaci\'f3 i manteniment.\par La barrera de vapor ha de quedar col.locada immediatament sotaLVAL l\'92a\'efllament.\par La barrera de vapor ha de quedar col.locada sota el fons i els laterals de la capa d\'92a\'efllament.\par Cal garantir que tots els components que formen el sistema i que han d\'92estar en contacte, son qu\'edmicament compatibles, en cas contrari, cal interposar entre ells una capa separadora.\par S\'92han de respectar les sortides d\'92aigua previstes a la coberta. Han d\'92estar connectades als baixants i protegides amb un morri\'f3 amb reixa.\par La coberta ha de tenir junts de dilataci\'f3 que han d\'92afectar a les diferents capes, a partir de l\'92element que serveix de suport.\par S'han de respectar els junts estructurals i de dilataci\'f3 del suport.\par El junt ha de quedar ple en tota la seva dimensi\'f3, de material el\'e0stic. Aquest material ha de garantir la separaci\'f3 entre els elements d\'92obra entre els quals s\'92intercala.\par Els junts de dilataci\'f3 han de quedar situats en:\par - Encontre amb parament vertical\par - Junt estructural\par Les vores del junt han de ser aixamfranades amb un angle de 45\'ba.\par Pendent: >= 1%; <= 5%\par Separaci\'f3 entre junts de dilataci\'f3: <= 15 m\par Ampl\'e0ria del junt: >= 3 cm\par FORMACI\'d3 DE PENDENTS:\par Ha de tenir una cohesi\'f3 i estabilitat suficients davant les sol.licitacions mec\'e0niques i t\'e8rmiques i la seva constituci\'f3 ha de ser l\'92adequada per tal de rebre la resta de components de la coberta. Quan el material constitutiu no tingui la resist\'e8ncia i cohesi\'f3 necess\'e0ries per a les sol.licitacions mec\'e0niques de la posada en obra, ha de quedar refor\'e7at amb una capa de morter del gruix necessari per a aquest fi.\par Si es suport de la capa d\'92impermeabilitzaci\'f3, el material constitutiu ha de ser compatible amb el material impermeabilitzant i amb el sistema d\'92uni\'f3 de la capa d\'92impermeabilitzaci\'f3, en cas contrari cal interposar una capa separadora.\par CAPA DE PROTECCI\'d3 DE MORTER DE CIMENT:\par Ha de quedar ben adherit al suport.\par Ha de tenir el gruix previsLVALt. Ha de ser plana i llisa.\par Hi ha d'haver junts de dilataci\'f3 de tot el gruix de la capa, que han de coincidir amb els del suport.\par CAPA D\'92IMPERMEABILITZACI\'d3:\par El conjunt de la membrana ha de cobrir tota la superf\'edcie per impermeabilitzar.\par L\'92aplicaci\'f3, col.locaci\'f3 i fixaci\'f3, en el seu cas, ha de complir les condicions espec\'edfiques per a cada tipus de material.\par Si s\'92utilitza un sistema no adherit, la coberta s\'92ha de protegir amb una capa de protecci\'f3 pesada.\par En el sistema d\'92impermeabilitzaci\'f3 no adherit, la membrana no ha de quedar adherida al suport, excepte en el per\'edmetre i al voltant de tots els elements que la traspassin.\par En els punts singulars, cal respectar les condicions de disposici\'f3 de bandes de refor\'e7 i d\'92acabament, les de continu\'eftat o discontinu\'eftat, relatives al sistema d\'92impermeabilitzaci\'f3 que s\'92utilitzi.\par Els acords de la membrana amb els paraments verticals han de ser aixamfranats o corbats.\par La impermeabilitzaci\'f3 ha de cavalcar sobre el parament vertical, per sobre de la protecci\'f3 de la coberta.\par L\'92acabament superior de la impermeabilitzaci\'f3 ha d\'92impedir la filtraci\'f3 de l\'92aigua de pluja, en el parament.\par La forma de l\'92acabament superior ha de complir l\'92especificat en l\'92apartat 2.4.4.1.2 del DB HS 1.\par La impermeabilitzaci\'f3 ha de cavalcar per damunt de les ales de la bunera o de la canal.\par La uni\'f3 de la impermeabilitzaci\'f3 amb la bunera o la canal ha de ser estanca.\par La impermeabilitzaci\'f3 ha de ser cont\'ednua en els junts de dilataci\'f3.\par Cavalcament de la impermeabilitzaci\'f3 sobre el parament vertical: >= 20 cm\par Cavalcament de la impermeabilitzaci\'f3 en els elements de desg\'fc\'e0s: >= 10 cm\par CAPA SEPARADORA:\par La capa separadora per a evitar l\'92adher\'e8ncia entre capes, en el sistema d\'92impermeabilitzaci\'f3 no adherit, ha de quedar col.locada immediatament a sota de la membrana impermeabilitzant, excepte enLVAL els punts a on aquesta hagi d\'92anar adherida (per\'edmetre, elements que traspassen la coberta, etc.).\par La capa separadora com a protecci\'f3 de la impermeabilitzaci\'f3, quan aquesta te poca resist\'e8ncia al punxonament, ha d\'92evitar el contacte de la capa de protecci\'f3 amb la impermeabilitzaci\'f3 en tota la superf\'edcie transitable de la coberta.\par La capa separadora com a protecci\'f3 de l\'92a\'efllament ha d\'92evitar el contacte de la capa de protecci\'f3 amb l\'92a\'efllament en tota la superf\'edcie transitable de la coberta.\par No ha de quedar adherida al suport en cap punt.\par Ha de garantir la no adher\'e8ncia entre els components del sistema entre els que s'intercala.\par Ha de ser imputrescible i compatible amb els materials amb qu\'e8 hagi d'estar en contacte.\par A\'cfLLAMENT T\'c8RMIC:\par El material constitutiu de l\'92a\'efllament t\'e8rmic ha de tenir una cohesi\'f3 i estabilitat suficient per tal de proporcionar al sistema la solidesa necess\'e0ria davant les sol.licitacions mec\'e0niques\par Si l\'92a\'efllament t\'e8rmic es col.loca per sobre de la capa d\'92impermeabilitzaci\'f3 i ha de quedar exposat al contacte amb l\'92aigua, ha de tenir unes caracter\'edstiques adequades per a aquesta situaci\'f3.\par Quan l\'92a\'efllament es col.loca sota la capa d\'92impermeabilitzaci\'f3 i el material no te les propietats adequades per a quedar exposat a l\'92acci\'f3 de l\'92aigua, no ha de quedar sense protecci\'f3 impermeable en cap punt.\par L\'92a\'efllament ha de quedar col\'b7locat sobre el suport sense adherir.\par Ha de ser continu i ha de cobrir tota la superf\'edcie per a\'efllar, sense que es produeixin ponts t\'e8rmics.\par CAPA DE PROTECCI\'d3:\par Ha de servir de protecci\'f3 a la capa d\'92impermeabilitzaci\'f3, en el tipus de coberta convencional, per tal d\'92evitar l\'92acci\'f3 de les radiacions ultraviolades i l\'92impacte t\'e8rmic directe del sol.\par Ha de facilitar l\'92evacuaci\'f3 de l\'92aigua cap els punts de desg\'fc\'e0s.\par La capa de grLVALava ha de tenir un gruix uniforme, sense interrupcions ni discontinu\'eftats.\par La grava o palet de riera ha d\'92estar net, sense terra i ha de ser de canto arrodonit.\par Gruix de la capa: >= 5 cm\par Toler\'e0ncies d'execuci\'f3:\par - Gruix de la capa: \'b1 10 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par El suport ha d\'92estar net, sense irregularitats.\par No s'ha de treballar amb pluja intensa, neu o vent superior a 50 km/h. En aquests sup\'f2sits, s'ha d'assegurar l'estabilitat de coberta feta.\par Abans de col\'b7locar la l\'e0mina, han d\'92estar col\'b7locades les bases de les buneres, i aquestes han d\'92estar connectades als baixants.\par Els components de la coberta s\'92han d\'92aplicar en unes condicions ambientals que estiguin dins dels marges prescrits en les corresponents especificacions d\'92aplicaci\'f3.\par L\'92ordre d\'92execuci\'f3 de les feines ha de ser l\'92indicat en el primer apartat, on s\'92enumeren les operacions incloses a la unitat d\'92obra.\par Cadascuna de les operacions que configuren la unitat d\'92obra ha de complir el seu plec de condicions.\par Despr\'e9s d\'92executar cadascuna de les operacions que configuren la unitat d\'92obra, i abans de fer una operaci\'f3 que oculti el resultat d\'92aquesta, s\'92ha de permetre que la DF verifiqui que es compleix el plec de condicions de l\'92operaci\'f3.\par Quan s\'92han d\'92interrompre els treballs, s\'92han de protegir els elements de la coberta que ja estan col\'b7locats.\par En els materials lleugers, cal prendre les mesures necess\'e0ries, per a que el vent ni d\'92altres accions els desplacin.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2, com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par No inclou la realitzaci\'f3 d\'92elements especials com ara els TLVALdminvells, els aiguafons, etc.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par IMPERMABILITZACIO AMB MEMBRANA DE PVC:\par *UNE 104416:2001 Materiales sint\'e9ticos. Sistemas de impermeabilizaci\'f3n de cubiertas realizados con membranas impermeabilizantes formadas con l\'e1minas de poli(cloruro de vinilo) plastificado. Instrucciones, control, utilizaci\'f3n y mantenimiento.\par IMPERMABILITZACIO AMB MEMBRANA BITUMINOSA:\par *UNE 104402:1996 Sistemas para la impermeabilizaci\'f3n de cubiertas con materiales bituminosos modificados y bituminosos modificados\par *UNE 104400-3:1999 Instrucciones para la puesta en obra de sistemas de impermeabilizaci\'f3n con membranas asf\'e1lticas para la impermeabilizaci\'f3n y rehabilitaci\'f3n de cubiertas. Control, utilizaci\'f3n y mantenimiento.\par\pard\par }M W  u qI8u%?:@x&1C@[ӼT2@>yX5@}Y@@EAF5ALR6Vidriera AL.R6 alumini lacat natural plata mate,2 bat. i 2fix.,,forat obra 150+274x260cm preu alt@uEAF5ALR6POProjecte del'ampliaci i refor44&?:@x&1C@[ӼT2@>yX5@}Y@@EAF5ALR6Vidriera AL.R6 alumini lacat natural plata mate,2 bat. i 2fix.,,forat obra 150+274x260cm preu alt@uEAF5ALR6POProjecte del'ampliaci i reforVEN.3>44ysnl >&?= ףp]H@/$<@sh|??b=92@k G@3s@@E612AK3WParet tanc.pass.,14cm,ma calat,HD,290x140x75mm,1cara,cat.I,mort.ram paleta,M7,5@m2E612AK3WPOProjecte del Servei d'EmergncVEN.3/%%ysnl >&?q= ף&@x&1@JY@48EG&@.s@@E5ZD5DC4Minvell fixat parament,planxa ac.galv. g=0,7mm,desenv.=40cm,col.fix.mecniques@mE5ZD5DC4POProjecte del Servei d'EmergncVEN.3+!!ysnl >&?q= ףp?n?UHI? ^)?@@E32B300PAcer b/corrugada,B 500 S p/armadura mur cont.h<=3m@kgE32B300PPOBanc GISA Edificaci Obra NovaVEN.3ysnl >&?)\W@;O@@.@/Q@W@@@E32515H4Formig p/murs cont.,h<=3m,HA-25/B/20/IIa,bomba@m3E32515H4POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?Q@@Ǻ-@)"1@y@@+@@E4E2561LParet estructural,p/revestir,g=20cm,bloc ciment,foradat,R-6,400x200x200mm,revest.,lliscat.,I,UNE-EN C@m2E4E2561LPOBanc GISA Edificaci Obra NovaVEN.3C99ysnl > L&?Q8>@zG/@y&1*@-V=@s@@E711H694Membrana PA-2,7,7kg/m2,2lm.,LBM(SBS)-24-FP-130g/m2,adh.oxiasfalt OA 90/40,prvia imprimaci@m2E711H694POProjecte del'ampliaci i reforVEN.3;11ysnl >&?Q@m4@wN#-@>'I@r@@E7Z26D31Capa protecci morter 1:6,g=3cm remolinatv@m2E7Z26D31POProjecte del'ampliaci i reforVEN.3ysnl >&?Q@!lV@?5@@r@@E5113351Acabat terrat,capa prot.palet riera D=16-32mm,g=5cm,col.,s/adh.~@m2E5113351POProjecte del'ampliaci i reforVEN.3ysnl >&?fffff'@&@5)^@mscz2'@r@@E5Z15N30Formaci pendents form.cel.lular 300kg/m3 g=12,5cmm@m2E5Z15N30POProjecte del'ampliaci i reforVEN.3ysnl >&?Q{R@z{Q@z{Q@r@@15128CDHCoberta inv.n/trans.form.cel.lular+morter+2xLBM(.24FP 130g/m2+all.XPS 2x40mm+geotxtil+palet riera@ m215128CDHPOReforma CAP 'El Castell' . CasVEN.3B88ysnl >LVALbB{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de pendents per a suport d'acabat de coberta.\par S'han considerat els materials seg\'fcents:\par - Formig\'f3 o morter de 10 a 20 cm de gruix mitj\'e0\par - Granulats lleugers (argila expandida o perlita) abocats en sec, inclosa la part proporcional de mestres en pendent, de 10 a 20 cm de gruix mitj\'e0\par - Bigueta de formig\'f3 precomprimit\par - Massissat amb formig\'f3 lleuger d'argila espandida de 10 cm de gruix mitj\'e0\par - Paredons o envanets de sostermort fets amb peces cer\'e0miques collades amb morter\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Massissat o formaci\'f3 de pendents amb formig\'f3 o morter amb granulats lleugers:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig dels pendents\par - Abocat del material i reglejat de la superf\'edcie\par - Execuci\'f3 de l'acabat, en el seu cas\par - Curat i protecci\'f3 del material\par Formaci\'f3 de pendents amb granulats lleugers considerant la part proporcional de mestres en pendent:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig dels pendents\par - Formaci\'f3 de les mestres amb obra de cer\'e0mica en els aiguafons i les esquenes d'ase\par - Abocat del material i reglejat de la superf\'edcie\par Formaci\'f3 de pendents amb biguetes de formig\'f3:\par - Replanteig\par - Col\'b7locaci\'f3 de l'element\par - Execuci\'f3 de les unions\par Formaci\'f3 de pendents amb paredons o envanets de sostremort de ma\'f3 o totxana:\par - Replanteig de les pendents\par - Execuci\'f3 dels envaLVALnets o paredons amb totxana o ma\'f3 agafats amb morter\par - Anivellat del remat superior per a rebre el tauler\par CONDICIONS GENERALS:\par Ha de tenir una cohesi\'f3 i estabilitat suficients davant les sol.licitacions mec\'e0niques i t\'e8rmiques i la seva constituci\'f3 ha de ser l\'92adequada per tal de rebre la resta de components de la coberta. \par El pendent ha de ser l'indicat a la Documentaci\'f3 T\'e8cnica, o a manca d'aquesta, l'indicat per la DF.\par El pendent ha de ser l\'92adequat per conduir l\'92aigua cap els elements d\'92evacuaci\'f3.\par Toler\'e0ncies d'execuci\'f3:\par - Nivells: \'b1 10 mm\par - Pendents: \'b1 0,5%\par - Planor: \'b1 10 mm/2 m\par MASSISSAT O FORMACI\'d3 DE PENDENTS AMB FORMIG\'d3 O MORTER DE GRANULATS LLEUGERS:\par La superf\'edcie d'acabat ha de ser llisa i plana.\par S'han de fer junts de dilataci\'f3 i de retracci\'f3. Aquests junts han de quedar plens d'un material el\'e0stic, o b\'e9, buits.\par L'acord de la capa de pendents amb els paraments i elements verticals ha de ser en mitjacanya.\par Toler\'e0ncies d'execuci\'f3:\par - Alineaci\'f3 del junt de dilataci\'f3: \'b1 5 mm/m, <= 20 mm/total\par FORMACI\'d3 DE PENDENTS AMB FORMIG\'d3, MORTER DE GRANULATS LLEUGERS O GRANULATS LLEUGERS:\par Gruix m\'e0xim: <= 30 cm\par Gruix m\'ednim: >= 5 cm\par Dist\'e0ncia entre mestres: <= 2 m\par FORMACI\'d3 DE PENDENTS AMB BIGUETES DE FORMIG\'d3:\par Les biguetes han d'estar unides s\'f2lidament als elements de suport.\par Les biguetes s'han de recolzar en els elements de suport de manera que aix\'f2 no faci disminuir la secci\'f3 de la pe\'e7a.\par Si l'element de suport \'e9s d'acer laminat, s'han de col\'b7locar els connectors necessaris per a garantir la uni\'f3 entre aquest i la bigueta.\par Toler\'e0ncies d'execuci\'f3:\par - Dist\'e0ncia entre eixos de les biguetes: \'b1 5 mm\par FORMACI\'d3 DE PENDENTS AMB ENVANETS O PAREDONS DE SOSTREMORT:\par Els envans han de ser estables, resistents, plans i aplomats.\par Han de tenir la direcci\'f3 de la l\'edLVALnia de m\'e0xim pendent del vessant.\par Els paredons han d'anar travats amb altres paredons i amb els envanets de sostremort. Els envanets han d'anar travats perpendicularment.\par Els coronaments han d'estar continguts en un mateix pl\'e0.\par Les peces de cada filada han d'anar separades 1/4 de la seva llarg\'e0ria. Les peces de les filades seg\'fcents s'han de centrar amb els forats inferiors.\par Han d'estar rematats superiorment amb una reglada de pasta de ciment r\'e0pid.\par PENDENTS AMB ENVANETS (PENDENTS >= 15%):\par Al\'e7\'e0ria: <= 4 m\par Llarg\'e0ria m\'e0xima sense travar: <= 3,50 m\par Desnivell entre dues travades successives: <= 1 m\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig:\par - Amb ma\'f3 o totxana de 7,5 cm de gruix: \'b1 5 mm\par - Amb totxana de 10 cm de gruix: \'b1 20 mm\par - Aplomat: \'b1 10 mm\par - Separaci\'f3 entre les peces: \'b1 10 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Amb vent superior a 50 km/h s'han de suspendre els treballs i s'han d'assegurar les parts que s'han fet.\par FORMACI\'d3 DE PENDENTS AMB FORMIG\'d3, MORTER O GRANULATS LLEUGERS:\par Els aiguafons i les esquenes d'ase han de estar fets amb reglades d'obra cer\'e0mica.\par L'espai entre les reglades s'ha d'omplir completament amb el material i reglejar la superf\'edcie tot recolzant els regles en les reglades; els forats que restin s'han d'omplir manualment.\par MASSISSAT O FORMACI\'d3 DE PENDENTS AMB FORMIG\'d3 O MORTER DE GRANULATS LLEUGERS:\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C i sense pluja. Fora d'aquests l\'edmits s'ha de revisar l'obra executada 48 h abans i s'han d'enderrocar i refer les parts afectades.\par La pasta de ciment ha de constituir una mescla homog\'e8nia que s'ha d'utilitzar abans que comenci l'adormiment.\par Si el suport \'e9s absorbent s'ha d'humitejar abans d'abocar el material.\par Durant l'aplicaci\'f3 del formig\'f3 o morter s'han de protegir els el*LVAL:ements de desgu\'e0s (canalons, etc.).\par Durant l'adormiment s'ha de mantenir humida la superf\'edcie del morter. Aquest proc\'e9s ha de durar com a m\'ednim:\par - 15 dies en temps calor\'f3s i sec\par - 7 dies en temps humit\par No es pot trepitjar la superf\'edcie acabada fins al cap de 48 h de l'abocament.\par FORMACI\'d3 DE PENDENTS AMB BIGUETES DE FORMIG\'d3:\par S'han de col\'b7locar de manera que no rebin cops que els puguin fer malb\'e9.\par FORMACI\'d3 DE PENDENTS AMB PAREDONS O ENVANETS DE SOSTREMORT DE MA\'d3 O TOTXANA:\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter.\par La pasta de ciment ha de constituir una mescla homog\'e8nia que s'ha d'utilitzar abans que comenci l'adormiment.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par MASSISSAT AMB FORMIG\'d3 O FORMACI\'d3 DE PENDENTS:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2, com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par\pard\par } LVAL 2{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Palet de riera procedent de roques dures i sense porus.\par CARACTER\'cdSTIQUES GENERALS:\par No s'ha{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Palet de riera procedent de roques dures i sense porus.\par CARACTER\'cdSTIQUES GENERALS:\par No s'ha de descompondre per l'acci\'f3 dels agents climatol\'f2gics.\par Els gr\'e0nuls han de tenir forma arrodonida.\par No ha de tenir argiles, margues o d'altres materials estranys.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament i emmagatzematge: De manera que no s'alterin les seves condicions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Mescla de ciment, aigua i additiu escumant.\par CARACTER\'cdSTIQUES GENERALS:\par L'additiu utilitzat ha de ser compatible amb el ciment i no ha d'afectar-ne l'adormiment ni l'enduriment.\par Ha de tenir un contingut entre 250 i 350 kg/m3 de ciment p\'f2rtland. Un cop aplicat ha de complir les condicions seg\'fcents:\par Densitat: 300 - 400 kg/m3\par Resist\'e8ncia a la compressi\'f3: >= 0,4 N/mm2\par Conductivitat t\'e8rmica: <= 0,09 W/m K\par\par 2.- CONDICIONS D'EXECUCI\'d3 I D'UTILITZACI\'d3\par\par Per a l'elaboraci\'f3 i la utilitzaci\'f3 de formigons cel\'b7lulars, la temperatura ambient ha d'estar entre 5\'b0C i 40\'b0C.\par S'ha d'elaborar a l'obra i s'ha de col\'b7locar de manera cont\'ednua.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum necessari elaborat a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALB{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials de baixa conductivitat t\'e8rmica sense forma espec\'edfica per ser utilitzats com a\'efllaments al reblert de cambres, projectats o estesos sobre elements constructius.\par S'han considerat els materials seg\'fcents:\par - Escuma de poliuret\'e0 formada per isocianat, polialcohol i un agent escum\'f2gen, de densitat 35 o 40 kg/m3, preparada per a injectar o per a projectar\par - Morter d\'92escaiola i perlita o morter de ciment i perlita, de densitat 450/500 kg/m3, en sacs o pastat per projectar\par - Morter de ciment i vermiculita de densitat 270/290 kg/m3, en sacs o pastat per projectar\par - Escumant per a formig\'f3 cel\'b7lular\par ESCUMA DE POLIURET\'c0:\par Ha de ser autoextingible i no afavorir el desenvolupament d'insectes i microorganismes.\par La densitat aparent ha de ser igual a la densitat nominal.\par Conductivitat t\'e8rmica: <= 0,023 W/m K\par MORTER D'ESCAIOLA I PERLITA:\par Mescla preparada d'escaiola i perlita expandida. Si es subministra en sacs, la mescla s'ha de pastar amb aigua per a formar el morter i pot portar additius incorporats. Si es subministra pastat per a projectar, la mescla porta l'aigua i els possibles additius.\par En el morter subministrat en sacs, la qualitat de l'escaiola ha de ser E-30 o E-35.\par Conductivitat t\'e8rmica:\par +------------------------------------------------------------------------+\par \'a6Subministrament \'a6 Densitat aparent \'a6Conductivitat t\'e8rmica \'a6\par \'a6 \'a6 (kg/m3) \'a6 (W/m K) \'a6\par \'a6------LVAL----------------\'a6-------------------------\'a6-----------------------\'a6\par \'a6en sacs \'a6escaiola 800 \'a6 escaiola <= 0,35 \'a6\par \'a6 \'a6perlita 110-130 \'a6 perlita <= 0,052 \'a6\par \'a6 \'a6mescla en sec 450-500 \'a6 \'a6\par \'a6----------------------\'a6-------------------------\'a6-----------------------\'a6\par \'a6pastat per a projectar\'a6650-750 (aplicat i sec) \'a6 <= 0,081 \'a6\par +------------------------------------------------------------------------+\par MORTER D'ESCAIOLA I PERLITA PASTAT PER A PROJECTAR:\par Reacci\'f3 al foc segons UNE-EN 13501-1:2002: A1 o A2-s1,d0\par Duresa superficial aplicada i seca (unitats Shore C): >= 50\par MORTER DE CIMENT I PERLITA:\par Mescla preparada de ciment i perlita. Si el subministrament \'e9s en sacs s'hi ha d'afegir aigua i un airejant en les proporcions adequades, per a formar el morter. Si es subministra pastat per a projectar, la mescla porta l'aigua i els possibles additius.\par Caracter\'edstiques del material:\par +-----------------------------------------------------------------------+\par \'a6 Caracter\'edstiques de la perlita \'a6 Caracter\'edstiques del morter \'a6\par \'a6----------------------------------\'a6------------------------------------\'a6\par \'a6Densitat \'a6 <= 120 kg/m3 \'a6Densitat \'a6 0,5 - 0,6 g/cm3 \'a6\par \'a6 \'a6 \'a6(endurit i sec)\'a6 \'a6\par \'a6--------------\'a6-------------------\'a6---------------\'a6--------------------\'a6\par \'a6Conductivitat \'a6 <=0,052 W/m K \'a6Conductivitat \'a6 <= 0,070 W/m K \'a6\par \'a6t\'e8rmica \'a6 \'a6t\'e8rmica \'a6 \'a6\par \'a6--------------\'a6-------------------\'a6---------------\'a6--------------------\'a6\par \'a6Granulometria \'a6 <= 3 mm \'a6Resist\'e8ncia a \'a6 >=0,8 N/mm2 LVAL \'a6\par \'a6 \'a6 \'a6la compressi\'f3 \'a6 \'a6\par \'a6--------------\'a6-------------------\'a6---------------\'a6--------------------\'a6\par \'a6 \'a6 \'a6Reacci\'f3 al foc \'a6 A1 o A2-s1,d0 \'a6\par \'a6 \'a6 \'a6(UNE-EN13501-1)\'a6 \'a6\par +-----------------------------------------------------------------------+\par MORTER DE CIMENT I VERMICULITA:\par Mescla preparada de ciment P\'f2rtland i vermiculita. Si es subministra en sacs s'ha d'afegir aigua en la proporci\'f3 adequada per a formar el morter. Si es subministra pastat per a projectar, la mescla porta l'aigua i els possibles additius.\par Caracter\'edstiques de la vermiculita:\par - Granulometria: 2 - 6 mm\par - Densitat: 80/100 kg/m3\par Densitat de la mescla seca: 270/290 kg/m3\par Les caracter\'edstiques del ciment s'han d'ajustar a les indicacions de la "Instrucci\'f3n para la Recepci\'f3n de Cementos RC-03."\par ESCUMANT PER A FORMIG\'d3 CEL\'b7LULAR:\par Ha de ser capa\'e7 de produir bombolles d'aire al barrejar-lo amb ciment i aigua en les proporcions indicades pel fabricant per tal d'obtenir una pasta de 300-400 kg/m3 de densitat.\par L'escumant ha de ser compatible amb el ciment i no ha d'afectar l'adormiment ni l'enduriment.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par ESCUMANT PER A FORMIG\'d3 CEL\'b7LULAR:\par No hi ha condicions espec\'edfiques de subministrament ni d'emmagatzematge.\par ESCUMA DE POLIURET\'c0 O MORTER:\par Si el material ha de ser component de la part cega del tancament exterior d\'92un espai habitable, el fabricant ha de declarar, com a m\'ednim, els valors per les propietats higrot\'e8rmiques seg\'fcents:\par - Conductivitat t\'e8rmica (W/mK)\par - Factor de resist\'e8ncia a la difusi\'f3 del vapor d\'92aigua\par MORTERS SUBMINISTRATS EN SACS:\par Subministrament: Envasat en sacs, de manera que no s'alterin les caracter\'edstiques. El mateLVALrial ha d'anar preparat per a aplicar-lo i amb la qualitat controlada.\par En el sac han de figurar les dades seg\'fcents:\par - Nom del fabricant\par - Pes net o volum\par - Distintiu del control de qualitat\par MORTER DE CIMENT I VERMICULITA SUBMINISTRAT EN SACS:\par Emmagatzematge: Sobre superf\'edcie plana i neta, protegits de la pluja i la humitat. No s'ha de col\'b7locar pes a sobre per tal de no aixafar el material.\par MORTER D'ESCAIOLA I PERLITA O MORTER DE CIMENT I PERLITA, SUBMINISTRATS EN SACS:\par Emmagatzematge: En lloc sec, protegit de la intemp\'e8rie, sense contacte directe amb el terreny i de manera que no s'alterin les seves caracter\'edstiques.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par MORTER D'ESCAIOLA I PERLITA:\par Orden de 31 de mayo de 1985 por la que se aprueba el Pliego general de condiciones para la Recepci\'f3n de Yesos y escayolas en las obras de construcci\'f3n RY-85.\par MORTERS DE CIMENT:\par Real decreto 1797/2003, de 26 de diciembre, por el que se aprueba la Instrucci\'f3n para la recepci\'f3n de cementos (RC-03).\par ESCUMA O ESCUMANT PER A FORMIG\'d3 CEL\'b7LULAR:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALB{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de capa d'acabat per a terrats de diferents materials.\par S'han considerat els tipus seg\'fcents:\par Acabat amb paviment flotant:\par - Acabat amb peces prefabricades de formig\'f3 alleugerit i filtrant amb base de poliestir\'e8 expandit, col\'b7locat sense adherir.\par Acabat amb capa granular:\par - Capa de protecci\'f3 de grava o de palet de riera natural o amb material reciclat de residus de la construcci\'f3 o demolicions, provenint d\'92una planta legalment autoritzada per el tractament d\'92aquests residus\par Acabat amb paviment fix:\par - Capa de protecci\'f3 de formig\'f3 lleuger d'argila expandida.\par - Paviment de rajola cer\'e0mica col\'b7locada amb morter.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Acabat amb peces prefabricades de formig\'f3:\par - Replanteig de les peces\par - Col\'b7locaci\'f3 de les peces en sec sobre el suport\par Capa de protecci\'f3 amb grava o palet de riera:\par - Replanteig del nivell\par - Abocada i estesa del granulat\par Capa de protecci\'f3 amb formig\'f3 lleuger:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Abocat del material i reglejat de la superf\'edcie\par - Cura i protecci\'f3 del material\par Paviment de rajola cer\'e0mica:\par - Replanteig de l'especejament\par - Col\'b7locaci\'f3 de les peces fixades amb morter sobre el suport\par - Rejuntat dels junts\par - Neteja del paviment\par CONDICIONS GENERALS:\par La capa d\'92acabat ha de ser resistent a la intemp\'e8rie en funci\'f3 de les condicions ambientals previstes.\LVALpar Ha de tenir un pes suficient per tal de contrarestar la succi\'f3 del vent.\par El material ha de tenir una forma i dimensions compatibles amb el pendent.\par Els junts de dilataci\'f3 han de coincidir amb els junts de la coberta.\par Han de quedar situats en el per\'edmetre exterior i interior de la coberta i en la trobada amb paraments verticals i elements passants.\par El junt ha de quedar ple amb un material el\'e0stic.\par El segellat del junt, en el seu cas, ha de quedar enrasat amb la capa d\'92acabat de la coberta.\par Ampl\'e0ria del junt: >= 3 cm\par PAVIMENT FIX:\par Hi haur\'e0 junts de dilataci\'f3 que han d\'92afectar a les peces, al morter i a la capa d\'92assentament del paviment.\par Dimensions m\'e0ximes de la quadr\'edcula entre junts de dilataci\'f3:\par - Cobertes ventilades: <= 5 m\par - Cobertes no ventilades: <= 7,5 m\par ACABAT AMB PECES PREFABRICADES DE FORMIG\'d3:\par El paviment ha de quedar pla, formant una quadr\'edcula de lloses alineades en les dues direccions, amb el junt sense emmorterar.\par Separaci\'f3 entre peces: <= 0,2 cm\par Junts perimetrals: >= 1 cm\par Toler\'e0ncies d'execuci\'f3:\par - Planor: \'b1 5 mm/2 m\par - Nivells: \'b1 10 mm/total\par - Alineaci\'f3 de les filades: <= 2 mm/m, <= 10 mm/total\par CAPA DE PROTECCI\'d3 AMB GRAVA, PALET DE RIERA O GRAVA MATERIAL RECICLAT:\par La capa ha de tenir un gruix uniforme, sense interrupcions o discontinu\'eftats.\par Pendent (col.locat en sec): < 5%\par Toler\'e0ncies d'execuci\'f3:\par - Gruix de la capa: \'b1 10 mm\par CAPA DE PROTECCI\'d3 AMB FORMIG\'d3 LLEUGER:\par La capa ha de tenir un gruix uniforme, sense interrupcions o discontinu\'eftats.\par La superf\'edcie d'acabat ha de ser llisa i plana.\par Toler\'e0ncies d'execuci\'f3:\par - Gruix: - 10 mm\par - Nivell: \'b1 10 mm\par PAVIMENT DE RAJOLA CER\'c0MICA:\par El paviment ha de quedar pla en els trams previstos.\par Les peces han de quedar col\'b7locades deixant junts entre elles. Aquests han de quedar plens de morter.\par Si es fa amLVALb dos gruixos de rajola, aquests han d'anar col\'b7locats a trencajunt. Els junts de la capa superior han de quedar plens de morter.\par Separaci\'f3 entre peces: 0,2 - 0,5 cm\par Toler\'e0ncies d'execuci\'f3:\par - Planor: \'b1 5 mm/2 m\par - Nivells: \'b1 10 mm/total\par - Alineaci\'f3 de les filades: <= 5 mm/2 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par No s'ha de treballar amb pluja intensa, neu o vent superior a 50 km/h. En aquests sup\'f2sits, s'ha d'assegurar l'estabilitat de l'equip.\par ACABAT AMB PECES PREFABRICADES DE FORMIG\'d3:\par Si es treballa sobre l\'e0mina asf\'e0ltica, la temperatura s'ha de mantenir entre 5\'b0C i 25\'b0C.\par El replanteig exigeix l'aprovaci\'f3 de la DF.\par CAPA DE PROTECCI\'d3 AMB GRAVA, PALET DE RIERA O GRAVA MATERIAL RECICLAT:\par L'al\'e7\'e0ria d'abocada ha de ser de menys de 50 cm sobre poliestir\'e8 extru\'eft i d'1 m sobre elements de f\'e0brica.\par CAPA DE PROTECCI\'d3 AMB FORMIG\'d3 LLEUGER:\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C i sense pluja. Fora d'aquests l\'edmits s'ha de revisar l'obra executada 48 h abans i s'han d'enderrocar i refer les parts afectades.\par S'ha d'utilitzar abans que comenci l'adormiment.\par Si el suport \'e9s absorbent s'ha d'humitejar abans d'abocar el material.\par Durant l'aplicaci\'f3 del formig\'f3 o morter s'han de protegir els elements de desgu\'e0s (canalons, etc.).\par Durant l'adormiment s'ha de mantenir humida la superf\'edcie del formig\'f3. Aquest proc\'e9s ha de durar com a m\'ednim:\par - 15 dies en temps calor\'f2s i sec\par - 7 dies en temps humit\par No es pot trepitjar la superf\'edcie acabada fins al cap de 48 h de l'abocament.\par PAVIMENT DE RAJOLA CER\'c0MICA:\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin l'aigua del morter.\par Cal barrejar les peces de caixes diferents per tal d'evitar difer\'e8ncies de tonalitat.\par S'han de col\'b7locar a truc de  LVAL maceta.\par No s'ha de trepitjar el paviment fins al cap de 48 h d'haver-se col\'b7locat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2, com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par\pard\par }LVALB{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de capa de protecci\'f3 per a membrana.\par S'han considerat els elements seg\'fcents:\par - Capa de morter de ciment d'1 a 3 cm de gruix i acabat remolinat\par - Capa de morter sint\'e8tic de resines epoxi d'1 cm de gruix.\par - Capa de rajola cer\'e0mica comuna col\'b7locada amb morter\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Capa de protecci\'f3 de morter:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Execuci\'f3 de les mestres\par - Aplicaci\'f3 del morter\par - Acabat de la superf\'edcie, en el seu cas\par - Curat del morter\par Capa de protecci\'f3 de rajola cer\'e0mica:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Col\'b7locaci\'f3 de les peces fixades amb morter sobre el suport\par - Rejuntat dels junts\par CONDICIONS GENERALS:\par Els junts de dilataci\'f3 han de coincidir amb els del suport de la membrana.\par Toler\'e0ncies d'execuci\'f3:\par - Nivells: \'b1 10 mm\par CAPA DE PROTECCI\'d3 DE MORTER:\par La capa de protecci\'f3 acabada ha de ser plana i llisa.\par La fond\'e0ria dels junts ha de ser igual al gruix de la capa.\par Junts de retracci\'f3:\par - Fond\'e0ria:\par +----------------------------+\par \'a6Gruix de la capa \'a6Fond\'e0ria \'a6\par \'a6 (cm) \'a6 (cm) \'a6\par \'a6-----------------\'a6----------\'a6\par \'a6 1 \'a6>= 0,3 \'a6\par \'a6 2 \'a6>= 0,7 \'a6\par \'a6 3 \'a6>= 1,0 \'a6\par +----------------------------+\par - Ampl\'e0ria: Aprox. 0,4 cm\par - SLVALeparaci\'f3 entre els junts: <= 5 m\par Toler\'e0ncies d'execuci\'f3:\par - Planor: \'b1 10 mm/2 m\par - Gruix:\par +------------------------------+\par \'a6Gruix de la capa \'a6Toler\'e0ncia \'a6\par \'a6 (cm) \'a6 (mm) \'a6\par \'a6-----------------\'a6------------\'a6\par \'a6 1 \'a6 \'b1 2 \'a6\par \'a6 2 \'a6 \'b1 5 \'a6\par \'a6 3 \'a6 \'b1 7 \'a6\par +------------------------------+\par CAPA DE PROTECCI\'d3 DE RAJOLA CER\'c0MICA:\par La capa de protecci\'f3 ha de ser plana en els trams previstos.\par Els junts entre peces han de quedar plens de morter.\par Ha de quedar separada dels paraments i dels elements verticals.\par Els junts de dilataci\'f3 han de quedar segellats amb silicona, si la rajola es col\'b7loca amb morter mixt, o amb morter asf\'e0ltic.\par Junts de dilataci\'f3:\par - Ampl\'e0ria: >= 2 cm\par - Separaci\'f3 entre els junts: <= 5 m\par Separaci\'f3 entre peces: >= 0,2 cm\par Separaci\'f3 dels paraments verticals: >= 1 cm\par Toler\'e0ncies d'execuci\'f3:\par - Planor: \'b1 5 mm/2 m\par - Alineaci\'f3 de les filades: <= 5 mm/2 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par La membrana per protegir ha de ser neta de mat\'e8ries que en dificultin l'adher\'e8ncia.\par CAPA DE PROTECCI\'d3 DE MORTER:\par Els treballs s'han de realitzar a una temperatura entre 5\'b0C i 25\'b0C, sense pluja.\par Durant l'enduriment s'ha de mantenir humida la superf\'edcie de la capa.\par CAPA DE PROTECCI\'d3 DE RAJOLA CER\'c0MICA:\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin l'aigua del morter.\par Les rajoles s'han de barrejar per a evitar difer\'e8ncies de tonalitat.\par S'han de col\'b7locar a truc de maceta.\par La protecci\'f3 no s'ha de trepitjar fins que hagin passat 48 h.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la  LVAL superf\'edcie corresponent a buits, d'acord amb els criteris seg\'fcents:\par - Obertures d'1 m2 com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1 m2: Es dedueixen el 100%\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL-C{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Adhesius amb base d'hidrocarburs.\par S'han considerat els seg\'fcents tipus:\par - Oxiasfalt\par - Adhesiu bitumin\'f3s tipus M-II\par - Adhesiu de base quitr\'e0 tipus MM-IIB\par - Adhesiu asf\'e0ltic tipus PB-II\par - Adhesiu per a butils, d'aplicaci\'f3 a dues cares\par - Pintura asf\'e0ltica tipus PI-I i PI-II\par OXIASFALT:\par Producte bitumin\'f3s soluble en tricloroetil\'e8, preparat a partir d'hidrocarburs naturals mitjan\'e7ant un proc\'e9s de destil\'b7laci\'f3 i d'oxidaci\'f3 posterior.\par Les caracter\'edstiques que han de complir els oxiasfalts es determinen en la taula 1 de la UNE 104-202.\par ADHESIU BITUMIN\'d3S TIPUS M-II:\par Material elaborat de base asf\'e0ltica, de consist\'e8ncia pastosa i d'aplicaci\'f3 en calent. A la seva composici\'f3 pot contenir mat\'e8ria mineral fina, dissolvents, plastificants i altres additius idonis.\par Punt de reblaniment, anella-bola (UNE 104-281/1-3): >= 75\'b0C\par Penetraci\'f3 a 25\'b0C, 100 g, 5 s (UNE 104-281/1-4): >= 20 x 0,1 mm, <= 70 x 0,1 mm\par Ductilitat a 25\'b0C, 5 cm/min (UNE 104-281/1-10): >= 3 cm\par P\'e8rdua per escalfament, 5 h a 163\'b0C (UNE 104-281/1-11): <= 1%\par Flu\'e8ncia a 65\'b0C (UNE 104-281/4-3): <= 1 mm\par ADHESIU DE BASE QUITR\'c0 TIPUS MM-IIB:\par Material elaborat, per aplicar en calent, de consist\'e8ncia pastosa, constitu\'eft per una mescla homog\'e8nia de quitr\'e0, pol\'edmers i c\'e0rrega de mat\'e8ria mineral fina. Pot contenir tamb\'e9 dissolvents, plastificants i altres additius idonis.\par Mostra original:\par - Densitat relativa a 25\'b0C (LVALUNE 104-281/1-2): <= 1,4\par - Viscositat BRTA a 30\'b0C, broquet de D 4 mm (UNE 104-281/2-2): >= 130 s, : <= 800 s\par Producte elaborat:\par - Punt d'estovament, anella-bola (UNE 104-281/1-3): >= 90\'b0C\par - Penetraci\'f3 a 25\'b0C, 100 g, 5 s (UNE 104-281/1-4): <= 180 x 0,1 mm\par - \'cdndex de penetraci\'f3 (UNE 104-281/1-5): >= + 8\par - Flu\'e8ncia a 60\'b0C (UNE 104-281/4-3): <= 1,0 mm\par - Ductilitat a 25\'b0C, 5 cm/min (UNE 104-281/1-10): >= 25 cm\par - Resist\'e8ncia a tracci\'f3 a 25\'b0C. Proveta tipus I: >= 0,07 N/mm2\par - Allargament mitj\'e0 fins al trencament. Proveta tipus I: >= 200%\par ADHESIU ASF\'c0LTIC TIPUS PB-II:\par Soluci\'f3 en un dissolvent vol\'e0til, d'un producte bitumin\'f3s amb c\'e0rrega de mat\'e8ria mineral fina. Pot contenir tamb\'e9 pol\'edmers, plastificants i altres additius idonis.\par La naturalesa del producte ha de permetre la uni\'f3 de materials bituminosos prefabricats sense afectar les seves caracter\'edstiques.\par Ha de ser aplicable en fred, amb brotxa.\par ADHESIU PER A BUTILS, D'APLICACI\'d3 A DUES CARES:\par Adhesiu d'aplicaci\'f3 en fred, constituit per una base de cautx\'fa sint\'e8tic.\par La naturalesa del producte ha de permetre la uni\'f3 de materials elastom\'e8rics sobre suport d'obra, sense afectar les seves caracter\'edstiques.\par Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb pinzell o corr\'f3.\par El fabricant ha de garantir la qualitat del producte i facilitar les dades seg\'fcents:\par - Color\par - Densitat\par - Viscositat\par - Contingut s\'f2lid\par - Rendiment\par PINTURA BITUMINOSA:\par Pintura bituminosa d'emprimaci\'f3, l\'edquida, obtinguda a partir d'una base bituminosa tractada amb dissolvents.\par No ha de contenir dissolvents de toxicitat reconeguda.\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - La pintura a l'env\'e0s i despr\'e9s d'agitar-la 3 minuts (INTA 163.203), no ha de produir co\'e0guls, pel\'b7l\'edcules ni dip\'f2sits durs.\par - Ha de tenir la consist\'LVALitat\par ADHESIU ASF\'c0LTIC TIPUS PB-II:\par Emmagatzematge: En lloc fresc, protegit de la intemp\'e8rie. Temps m\'e0xim: 1 any amb l'env\'e0s tancat herm\'e8ticament.\par ADHESIU DE BASE QUITR\'c0:\par Emmagatzematge: En lloc fresc, a una temperatura < 30\'b0C, i protegit de la intemp\'e8rie. Temps m\'e0xim: 3 mesos amb l'env\'e0s tancat herm\'e8ticament.\par ADHESIU BITUMIN\'d3S PER A BUTILS:\par Emmagatzematge: En lloc sec, protegit de la intemp\'e8rie, a una temperatura entre 5\'b0C i 30\'b0C.\par PINTURA BITUMINOSA:\par Emmagatzematge: Despr\'e8s de 6 mesos en l'env\'e0s tancat, a una temperatura entre 5 i 30\'b0C, no ha de tenir cap alteraci\'f3 en cap de les seves caracter\'edstiques.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL\'b1 2 mm/2 m\par COL\'b7LOCAT A TRUC DE MACETA:\par Les peces han d'estar col\'b7locades deixant junts de 4 a 10 mm entre elles, i de 3 mm en el per\'edmetre.\par Els junts s'han de reblir amb morter.\par Toler\'e0ncies d'execuci\'f3:\par - Gruix dels junts: \'b1 2 mm\par COL\'b7LOCAT A ESTESA:\par Les peces han d'estar col\'b7locades deixant junts d'1 a 3 mm entre elles, i de 3 mm en el per\'edmetre.\par Els junts s'han de rejuntar amb beurada de ciment blanc i, eventualment, amb colorants.\par Toler\'e0ncies d'execuci\'f3:\par - Gruix dels junts: \'b1 0,5 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La col\'b7locaci\'f3 s'ha de fer a temperatura ambient >= 5\'b0C.\par La superf\'edcie del suport ha de ser neta i seca.\par S'han de barrejar les peces de caixes diferents per tal d'evitar possibles difer\'e8ncies de tonalitat.\par El morter adhesiu s'ha de preparar i s'ha d'aplicar amb aplanadora dentada, segons les instruccions del fabricant.\par S'han de col\'b7locar a truc de maceta sobre una superf\'edcie cont\'ednua d'assentament i s'han de collar amb morter adhesiu. S'ha d'esperar 24 h i despr\'e9s s'han de reblir els junts.\par El paviment no s'ha de trepitjar durant les 24 h seg\'fcents a la seva col\'b7locaci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT, amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2, com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Peces de formig\'f3 fetes amb granulats densos, lleugers o amb la combinaci\'f3 d\'92ambd\'f2s, utilitzades en el ram de paleta (fa\'e7anes vistes o revestides, estructures portants i no portants, murs i divis\'f2ries interiors, tant a edificaci\'f3 com a enginyeria civil)\par S'han considerat els tipus seg\'fcents:\par En funci\'f3 del nivell de confian\'e7a de les peces respecte a la resist\'e8ncia a la compressi\'f3:\par - Peces de categoria I: peces amb una resist\'e8ncia a compressi\'f3 declarada amb probabilitat de no assolir-se inferior al 5%.\par - Peces de categoria II: peces que no compleixen el nivell de confian\'e7a especificat per la categoria I.\par En funci\'f3 del volum i disposici\'f3 de forats:\par - Peces massisses\par - Peces calades\par - Peces alleugerides\par - Peces foradades\par S'han considerat els acabats superficials dels blocs seg\'fcents:\par - Llis\par - Rug\'f3s\par - Amb relleu especial\par - Esmaltats\par CARACTER\'cdSTIQUES GENERALS:\par La pe\'e7a esta fabricada a base de ciment, granulats i aigua i pot contenir additius, addicions, pigments colorants o altres materials incorporats durant o despr\'e8s del proc\'e9s de fabricaci\'f3.\par Els extrems poden ser llisos o encadellats.\par No ha de tenir deformacions, balcaments, ni esvorancs a les arestes.\par No ha de tenir fissures i la seva textura superficial ha de ser l'adequada per a facilitar l'adher\'e8ncia del possible revestiment.\par El seu color ha de ser uniforme, estable i continu en tota la massa.\par La disposici\'f3 dels forats ha de ser de manera que LVALno hi hagi risc de que apareguin fissures en els envanets i parets de la pe\'e7a durant la seva manipulaci\'f3 o col.locaci\'f3.\par El fabricant ha de declarar la dimensions nominals de les peces en mil\'b7l\'edmetres i en l\'92ordre de llarg, ample i alt.\par Volum de forats:\par - Mass\'eds: <= 25%\par - Calat: <= 50%\par - Alleugerit: <= 60%\par - Foradat: <= 70%\par Volum de cada forat:\par - Mass\'eds: <= 12,5%\par - Calat, alleugerit, foradat: <= 25%\par Gruix total dels envanets (relaci\'f3 amb el gruix total):\par - Mass\'eds: >= 37,5%\par - Calat: >= 30%\par - Alleugerit: >= 20%\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials:\par - Durabilitat (resist\'e8ncia gel/desgel)\par Caracter\'edstiques essencials en peces per a us en elements amb requisits estructurals:\par - Toler\'e0ncia en les dimensions (UNE-EN 772-16): <= valor declarat per el fabricant, amb indicaci\'f3 de la categoria\par - Gruix de la paret exterior (UNE-EN 772-16)\par - Forma de la pe\'e7a (UNE-EN 772-16, UNE-EN 772-2)\par - Resist\'e8ncia a compressi\'f3 (UNE-EN 772-1): >= 5 N/mm2, >= valor declarat per el fabricant, amb indicaci\'f3 de la categoria I o II\par - Estabilitat dimensional front l\'92humitat (UNE-EN 772-14): <= valor declarat per el fabricant\par - Adher\'e8ncia (UNE-EN 1052-3): >= valor declarat per el fabricant\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies davant el foc:\par - Classe de reacci\'f3 al foc: exig\'e8ncia en funci\'f3 del contingut en massa o volum, de materials org\'e0nics distribu\'efts de forma homog\'e8nia:\par - Peces amb <= 1,0%: A1\par - Peces amb > 1,0% (UNE-EN 13501-1)\par Caracter\'edstiques essencials en peces per a us en elements amb pres\'e8ncia d\'92humitat o en cares exposades a exteriors:\par - Absorci\'f3 d\'92aigua (UNE-EN 772-11): <= LVALvalor declarat per el fabricant\par Caracter\'edstiques essencials en peces per als usos previstos en l\'92apartat 4.1 del DB HE 1:\par - Propietats t\'e8rmiques (UNE-EN 1745)\par - Permeabilitat al vapor d\'92aigua (UNE-EN 1745)\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies ac\'fastiques:\par - Densitat aparent en sec (UNE-EN 772-13)\par - Toler\'e0ncia de la densitat (UNE-EN 772-13): \'b110%\par - Percentatge de forats (UNE-EN 772-16, UNE-EN 772-2)\par - Formaci\'f3 d\'92encaix: <= 20% volum total\par - Blocs cara vista:\par - Planor cares (UNE-EN 772-20): El valor declarat per el fabricant ha d\'92estar dins dels l\'edmits especificats a la UNE-EN 771-3\par - Aspecte superficial (UNE-EN 771-3)\par Caracter\'edstiques complement\'e0ries:\par - Resist\'e8ncia a flexotracci\'f3 (UNE-EN 772-6): >= valor declarat per el fabricant\par - Densitat seca absoluta (UNE-EN 772-13)\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetats sobre palets.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par Per a peces de categoria I:\par - Sistema 2+: Declaraci\'f3 CE de conformitat del fabricant i Certificat del control de producci\'f3 en f\'e0brica em\'e8s per l\'92organisme d\'92inspecci\'f3\par Per a peces de categoria II:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par A l'embalatge o a l'albar\'e0 de lliurament han de constar-hi les dades seg\'fcents:\par - Classificaci\'f3 segons DB-SE-F (Taula 4.1)\par - Marca CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol. El s\'edmbol normalitzat del marcatge CE s'ha d'acompanyar de la seg\'fcent informaci\'f3:\par - Numero d\'92identificaci\'f3 del organisme notificat (nom\'e9s per al sistema 2+)\par - Marca del fabricaLVAL nt i lloc d\'92origen\par - Dos \'faltims d\'edgits del any en que s\'92ha impr\'e8s el marcat CE.\par - N\'famero del certificat de conformitat del control de producci\'f3 a f\'e0brica, en el seu cas\par - Refer\'e8ncia a la norma EN 771-3\par - Descripci\'f3 de producte: nom gen\'e8ric, material, dimensions, .. i us al que va destinat.\par - Informaci\'f3 de les caracter\'edstiques essencials segons annex ZA de la UNE-EN 771-3\par Emmagatzematge: En llocs protegits de la intemp\'e8rie i sense contacte directe amb el terra ni amb subst\'e0ncies o ambients que perjudiquin f\'edsica o qu\'edmicament el material constitutiu de la pe\'e7a. S'ha d'evitar que es trenquin o s'escantonin.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 771-3:2004 Especificaciones de piezas para f\'e1brica de alba\'f1iler\'eda. Parte 3: Bloques de hormig\'f3n (\'e1ridos densos y ligeros).\par UNE-EN 771-3:2004/A1:2005 Especificaciones de piezas para f\'e1brica de alba\'f1iler\'eda. Parte 3: Bloques de hormig\'f3n (\'e1ridos densos y ligeros)\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par\pard\par }H [ a ]K$ \/?@@@@@@@ de Tecnal s Fxi__BAF3ALR1Finestra AL.R1 d'alumini lacat plata natural mate amb tre0?@@@@@@@ de Tecnal s Fxi__BAF3ALR1Finestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi '@uBAF3ALR1ETVEN.3VEN.3KAA77777333333)' 0?p= ף"@p= ף"@p= ף"@p= ף"@@ula='Element'__B8ZAA000Imprimaci antioxidantImprimaci antioxidantkgB8ZAA000ETVEN.2VEN.3   0?Qk#@Qk#@Qk#@Qk#@q@__B89ZB000Esmalt sint.Esmalt sinttickgB89ZB000ETVEN.2VEN.3 0?33333kp@33333kp@33333kp@33333kp@@r"__B7C100AEEscuma poliuret 35kg/m3,prep.p/projec.N@=m3B7C100AEETVEN.2VEN.3 0?9C@9C@9C@9C@s@i (G) segons noUNE-EN 998-2__B0710280Mort.ram paleta M7,5,granel,(G) UNE-EN 998-2m@%2tB0710280ETVEN.2VEN.3   0?RQ?RQ?RQ?RQ?q@gnca%! Gmcharset2\fpr__B0F1D2N2Ma calat,290x140x75mm,c.vist.,categoria I,HD,UNE-EN 771-1Z@$2uB0F1D2N2ETVEN.2VEN.3!            0?(\?(\?(\?(\?s@gnca%! Gmcharset2\fpr__C1704100Mesc.cont.+sitja granel<@#2hC1704100EQVEN.2VEN.3 0? ףp= ? ףp= ? ףp= ? ףp= ?s@GRA_Taula='FamilGm a mxim__B5ZZAEJ0Clau acer galv. 3x50mm,junt plom6@"2uB5ZZAEJ0ETVEN.2VEN.3 0?Q6@Q6@Q6@Q6@s@P 0 p@PС__A012L000Oficial 1a llaunerOficial 1a llaunerhA012L000EMVEN.2VEN.3  0?(\bR@Hz3@7A`?{/LJ@4@bR@@@ica amb 200 3 de__D0701461Morter ciment prtland+fill.calc. CEM II/B-L,sorra pedra granit.,200kg/m3 ciment,1:8,2N/mm2,elab.a o@ 2m3D0701461ECD0701461Banc GISA Edificaci Obra NovaVEN.3CCC99555555+'"0?ףp= ?ףp= ?ףp= ?ףp= ?@ categoria I, se norma UNE-E__B0E244L1Bloc morter ciment foradat llis 400x200x200mm,p/revest.,categoria I,UNE-EN 771-3t@2uB0E244L1ETB0E244L1Banc GISA Edificaci Obra NovaVEN.3sii---## LVAL!{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Execuci\'f3 de parets estructurals portants o de travament, formades amb blocs de morter de ciment o d'argila expandida premoldejats, foradats o massissos, col\'b7locats amb morter de ciment, morter mixt o morter de ciment blanc i sorra de marbre, per a quedar vist o per a revestir.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de les parets\par - Col\'b7locat i aplomat de les mires de refer\'e8ncia a les cantonades\par - Marcat de les filades a les mires i estesa dels fils\par - Col\'b7locaci\'f3 de plomades en arestes i voladissos\par - Col\'b7locaci\'f3 de blocs humitejant la superf\'edcie de contacte amb el morter\par - Rep\'e0s dels junts i neteja del parament\par - Protecci\'f3 de l'estabilitat del mur en front a les accions horitzontals\par - Protecci\'f3 de l'obra executada de la pluja, les gelades i les temperatures elevades\par - Protecci\'f3 de l'obra de f\'e0brica dels cops, pelades i de les esquitxades de morter\par CONDICIONS GENERALS:\par La paret ha de ser estable, resistent i ha d'estar aplomada.\par En l\'92execuci\'f3 de l\'92element s\'92han de complir les prescripcions establertes en l\'92article 3 de la norma DB-SE-F, en especial les que fan refer\'e8ncia a la durabilitat dels component: peces, morters i armadures, en el seu cas, en funci\'f3 de les classes d\'92exposici\'f3.\par Les filades han de ser horitzontals.\par Les peces han d\'92estar col.locades a trencajunt.\par Els junts han d'estar plens de morter.\par Per a la realitzaci\'f3 de totes les singularitats, els juLVAL nts han de coincidir amb el modulat general.\par La paret ha d'estar travada en els acords amb altres parets.\par En les cantonades i trobades amb d\'92altres parets, el cavalcament de les peces no ha de ser m\'e9s petit que el trav\'e9s de la pe\'e7a.\par Si l'acord amb d'altres parets \'e9s articulat, la uni\'f3 s'ha de fer per mitj\'e0 d'elements auxiliars, d'acord amb els criteris fixats per la DF.\par Les obertures han de portar una llinda resistent.\par El coronament d'ampits s'ha de fer amb peces llinda plenes de formig\'f3 i armades.\par Els brancals i les peces que formen els junts de control han de ser senceres, plenes de formig\'f3 i armades, formant un pilar del terra al sostre.\par El recolzament del sostre a la paret ha de ser suficient per a transmetre-li tots els esfor\'e7os i en qualsevol cas ha de ser com a m\'ednim 65 mm.\par Ha d\'92haver-hi els junts de dilataci\'f3 necessaris per tal de permetre els moviments de l\'92element sense que aquest quedi afectat en les seves prestacions. La forma, disposici\'f3 i dimensions dels junts han de complir l\'92especificat a la DT.\par Les regates, en el seu cas, han de complir l\'92especificat en el seu plec de condicions.\par En murs de gruix < 200 mm, el reenfonsat dels junts, en el seu cas, ha de tenir una fond\'e0ria <= 5 mm.\par Gruix dels junts:\par - Morter ordinari o lleuger (UNE-EN 998-2): 8-15 mm\par - Morter de junt prim (UNE-EN 998-2): 1- 3 mm\par Cavalcament de la pe\'e7a en una filada: >= 0,4 x gruix de la pe\'e7a, >= 40 mm\par Massissat del junt vertical:\par - Al\'e7\'e0ria de morter: Gruix de la pe\'e7a\par - Fond\'e0ria del morter: >= 0,4 x trav\'e9s de la pe\'e7a\par Recolzament de c\'e0rregues puntuals: >= 100 mm\par Toler\'e0ncies d'execuci\'f3:\par L\'92element executat ha de complir les toler\'e0ncies definides a la DT o en el seu defecte, les seg\'fcents:\par - Replanteig d'eixos parcials: \'b1 10 mm\par - Replanteig d'eixos extrems: \'b1 20 mm\par - Dist\'e0ncia entre obertures: \'b1 20 mm\par - Al\'e7\'e0ria: LVAL \'b1 15 mm/3 m, \'b1 25 mm/total\par - Horitzontalitat de les filades: \'b1 2 mm/m; \'b1 15 mm/total\par - Gruix dels junts: \'b1 2 mm\par - Aplomat en una planta: \'b1 20 mm\par - Aplomat total: \'b1 50 mm\par - Axialitat: \'b1 20 mm\par - Planor dels paraments en 1 m: \'b1 5 mm\par - Planor dels paraments en 10 m: \'b1 20 mm\par - Gruix:\par - F\'e0brica al llarg o trav\'e9s: + 5%\par - Altres f\'e0briques: \'b1 25 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C i sense pluja. Fora d'aquests l\'edmits, s'ha de revisar l'obra executada les 48 h abans i s'han d'enderrocar les parts afectades.\par Amb vent superior a 50 km/h s'han de suspendre els treballs i s'han d'assegurar les parts que s'han fet.\par L'obra s'ha d'aixecar, si \'e9s possible, per filades senceres.\par S'ha d'humitejar la zona del junt del bloc per col\'b7locar. No s'ha d'humitejar si el bloc cont\'e9 additiu hidrofugant.\par Les peces que han de reblir-se de formig\'f3 han de tenir la humitat necess\'e0ria abans de l'abocada, per tal de no absorbir l'aigua del formig\'f3. Si el bloc cont\'e9 additiu hidrofugant, ha d'estar sec.\par Les peces s\'92han de col.locar refregant-les sobre un llit de morter, sempre que ho permeti la dimensi\'f3 de la pe\'e7a, fins que el morter sobresurti per els junts horitzontal i vertical.\par No es poden moure les peces una vegada col\'b7locades. Per corregir la posici\'f3 s'ha de treure la pe\'e7a i el morter i tornar-la a col\'b7locar.\par El formig\'f3 de brancals, de junts de control i d'acords de parets, s'ha d'abocar per tongades, i ha de quedar compactat i sense buits dins de les peces.\par En el moment de l\'92abocada la f\'e0brica ha de tenir la resist\'e8ncia necess\'e0ria per tal de suportar la pressi\'f3 del formig\'f3 fresc.\par Cal protegir l\'92obra executada de les accions f\'edsiques o clim\'e0tiques fins que hagi assolit la resist\'e8ncia suficient.\par Quan s\'92inLVAL.terromp l\'92execuci\'f3, cal protegir el coronament dels murs per tal d\'92evitar l\'92acci\'f3 de l\'92aigua de pluja sobre els materials.\par Durant l\'92adormiment s\'92ha de mantenir l\'92humitat de l\'92element, principalment en condicions clim\'e0tiques desfavorables (temperatura alta, vent fort, etc.).\par Cal estintolar provisionalment els elements que queden temporalment inestables, sotmesos a les accions del vent, de l\'92execuci\'f3 de l\'92obra o d\'92altres.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT, amb deducci\'f3 de la superficie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures de 2,00 m2 com a m\'e0xim: No es dedueixen\par - Obertures de 2,00 m2 fins a 4,00 m2 com a m\'e0xim: Es dedueix el 50%\par - Obertures de m\'e9s de 4,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, o que es dedueixin parcialment, l\'92amidament inclou la feina de fer els retorns, com brancals. En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par Aquests criteris inclouen la col\'b7locaci\'f3 dels elements que configuren l'obertura, com \'e9s ara bastiments, excepte en el cas de forats de m\'e9s de 4,00 m2 en qu\'e8 aquesta col\'b7locaci\'f3 es compta a part.\par Inclouen l'execuci\'f3 de tots els treballs necessaris per a resoldre l'obertura, pel qu\'e8 fa a brancals i ampit, i s'utilitzaran, si cal, materials diferents dels que normalment conformen la unitat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par\pard\par }C @ @ @ @ @ @ @ @ @ @ Q@8x8W6fL6SJ8:J6Q@8x8W6fO6D68B>8Q@x8@b<6J68::666Q@x8@b<6J68>6666Q@x8@b<6O6DJJ666Q@xO@OM>J68:^666Q@xO@OM>J68>6666Q@xO@OM>L@xO8OM<Q@xO@OM>L@xxJQ[6Q@xOo66:J68:D666 Q@xOo66:J68<D666 Q@xOo66:LD8:H6HJ Q@xOo66:LDx:>666 Q@xSo66:J68::666OQ@xSo66:J68>6666ADQ@xSo66:LS@:O@66AEQ@xW>QbDJ68:D666Q@xW>QbDJ68<D666Q@xW>QbDLO@8>Qb8Q@xxo^YqJ68:`666Q@xxo^YqJ68<`666Q@xxo^YqL6JB6666QB8:J\866 QB8>WkJ\J68::666QB8>WkJ\J68>6666QB8>WkJ\L6SJ8:J6QB8>WkJ\O6D6J>O8QB8>m\8bJ68::666 QB8>m\8bJ68>6666 QB8>m\8bL6SD>:>6 QB8>m\8bO6D68>B8 QB@J>@>@J68:`666axQB@J>@>@J68<`666awQB@J>@>@L6J>J>66avQB@J>@>@L6JB8B66auQB@J>@>@LBL88:66atQB@J>@>@LBL8::66asQB@J>@>@LBLx8J86arQBx86666QBx8O8QD88WBH>J68:D666 QD88WBH>J68<D666QD88WBH>L6H>8>M6QD88WBH>LD88D6H6QD88WBH>LDx:>666QD:8LMODJ68:D666AFQD:8LMODJ68<D666`wQD:8LMODLD8:J6x6`xQD:8LMODLDx:>666`vQDF@8@86J68:O666Q!QDF@8@86J68<O666Q"QDF@8@86LD@:8666Q#QDF@8@86LD@x8866Q$QDJ8::6bJ68:D666`#QDJ8::6bJ68<D666`"QDJ8::6bLDx:>666`!QDL888O6J68:D666`2QDL888O6J68<D666`1QDL888O6LDL888O6`0QDL:8Q6^J68:D666A%QDL:8Q6^J68<D666A&QDL:8Q6^LDD88S66A'QDM8:>J6LDM866JQQDM:8><8J68::666` QDM:8><8J68>6666`QDM:8><8LDM:8><6`QDM:6666"QDM:6666~OQDMHW@68LDMHW@66~NQDO:8@:<LDO:66:<A QDOBHm\UJ68:O666AQDOBHm\UJ68<O666AQDOBHm\ULFHxm666AQDOBHm\ULFxJU666AQDOBHm\ULFxJU666AQDOBHm\ULFxJU666AQDOBHm\ULFxJU666AQDOBHm\ULFxJU666ALVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elements de senyalitzaci\'f3 per a interiors d'edificis i per a identificaci\'f3 postal o altres usos.\par S'han considerat els elements seg\'fcents:\par - Placa de senyalitzaci\'f3\par - Car\'e0cter num\'e8ric\par CARACTER\'cdSTIQUES GENERALS:\par La superf\'edcie ha de ser pulida i neta i no hi han d'haver danys a l'acabat.\par No ha de tenir senyals de cops, bonys o plecs.\par Els colors han de tenir la tonalitat expresada al projecte.\par Les plaques de planxa han de teni{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elements de senyalitzaci\'f3 per a interiors d'edificis i per a identificaci\'f3 postal o altres usos.\par S'han considerat els elements seg\'fcents:\par - Placa de senyalitzaci\'f3\par - Car\'e0cter num\'e8ric\par CARACTER\'cdSTIQUES GENERALS:\par La superf\'edcie ha de ser pulida i neta i no hi han d'haver danys a l'acabat.\par No ha de tenir senyals de cops, bonys o plecs.\par Els colors han de tenir la tonalitat expresada al projecte.\par Les plaques de planxa han de tenir els v\'e8rtex arrodonits.\par S'ha d'utilitzar simbologia normalitzada.\par Ha de tenir orificis per a la seva fixaci\'f3.\par Toler\'e0ncies:\par - Superf\'edcie (planor): \'b1 1 mm\par PLACA DE SENYALITZACI\'d3:\par Placa de forma rectangular amb informaci\'f3 gravada a la seva superf\'edcie.\par La informaci\'f3 expressada a la senyal ha de ser la que consti en el projecte o en el seu defecte la que indiqui la DF.\par La informaci\'f3 ha de ser clara i precisa.\par CAR\'c0CTER NUM\'c8RIC:\par S\'edmbol indicador en forma de guarisme.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par Emmagatzematge: En el seu embalatge, protegit contra impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formigonament d\'92estructures i elements estructurals, amb formig\'f3 en massa, armat o per a pretensar, de central o elaborat a l'obra en planta dosificadora, que compleixi les prescripcions de la norma EHE, abocat directament des de cami\'f3, amb bomba o amb cubilot, i operacions auxiliars relacionades amb el formigonament i la cura del formig\'f3.\par S'han considerat els elements a formigonar seg\'fcents:\par - Murs de contenci\'f3\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Formigonament:\par - Preparaci\'f3 de la zona de treball\par - Humectaci\'f3 de l\'92encofrat\par - Abocada del formig\'f3\par - Compactaci\'f3 del formig\'f3 mitjan\'e7ant vibratge\par - Curat del formig\'f3\par CONDICIONS GENERALS:\par En l'execuci\'f3 de l'element s'han de complir les prescripcions establertes en la norma EHE, en especial les que fan refer\'e8ncia a la durabilitat del formig\'f3 i les armadures (art.8.2 i 37 de la EHE) en funci\'f3 de les classes d'exposici\'f3.\par El formig\'f3 col\'b7locat no ha de tenir disgregacions o buits a la massa.\par Despr\'e9s del formigonament les armadures han de mantenir la posici\'f3 prevista a la DT.\par La secci\'f3 de l'element no ha de quedar disminu\'efda en cap punt per la introducci\'f3 d'elements de l'encofrat ni d'altres.\par Els defectes que s'hagin produ\'eft en formigonar s'han de reparar de seguida, pr\'e8via aprovaci\'f3 de la DF.\par L'element acabat ha de tenir una superf\'edcie uniforme, sense irregularitats.\par Si la superf\'edcie ha de quedar vista ha de teniLVALr, a m\'e9s, una coloraci\'f3 uniforme sense regalims, taques, o elements adherits.\par En el cas d'utilitzar matac\'e0, les pedres han de quedar distribu\'efdes uniformement dins de la massa de formig\'f3 sense que es toquin entre elles.\par Resist\'e8ncia caracter\'edstica estimada del formig\'f3 (Fest) al cap de 28 dies: >= 0,9 x Fck\par Gruix m\'e0xim de la tongada:\par - Consist\'e8ncia seca: <= 15 cm\par - Consist\'e8ncia pl\'e0stica: <= 25 cm\par - Consist\'e8ncia tova: <= 30 cm\par Toler\'e0ncies d'execuci\'f3:\par Les toler\'e0ncies d'execuci\'f3 han de complir l'especificat en l\'92article 5 de l'annex 10 de la norma EHE.\par Les toler\'e0ncies en el recobriment i la posici\'f3 de les armadures han de complir l'especificat en la UNE 36831.\par No s'accepten toler\'e0ncies en el replanteig d'eixos en l'execuci\'f3 de fonaments de mitgeres, buits d'ascensor, passos d\'92instal\'b7lacions, etc., fora que ho autoritzi expl\'edcitament la DF.\par MURS DE CONTENCI\'d3:\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig parcial dels eixos: \'b1 20 mm\par - Replanteig total dels eixos: \'b1 50 mm\par - Dist\'e0ncia entre junts: \'b1 200 mm\par - Ampl\'e0ria dels junts: \'b1 5 mm\par - Desviaci\'f3 de la vertical (H al\'e7aria del mur):\par - H <= 6 m. Extrad\'f2s: \'b1 30 mm, Intrad\'f2s: \'b1 20 mm\par - H > 6 m. Extrad\'f2s: \'b1 40 mm, Intrad\'f2s: \'b1 24 mm\par - Gruix (e):\par - e <= 50 cm: + 16 mm, - 10 mm\par - e > 50 cm: + 20 mm, - 16 mm\par - Murs formigonats contra el terreny: + 40 mm\par - Desviaci\'f3 relativa de les superf\'edcies planes intrad\'f2s o extrad\'f2s: \'b1 6 mm/3 m\par - Desviaci\'f3 de nivell de l'aresta superior de l'intrad\'f2s, en murs vistos: \'b1 12 mm\par - Acabat de la cara superior de l'al\'e7at en murs vistos: \'b1 12 mm/3 m\par - Horitzontalitat: \'b1 5 mm/m, <= 15 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par FORMIGONAMENT:\par Si la superf\'edcie sobre la que s'ha de formigonar ha sofert gelada, s'ha d'eliminar pr\LVAL'e8viament la part afectada.\par La temperatura dels elements on es fa l'abocada ha de ser superior als 0\'b0C.\par El formig\'f3 s'ha de posar a l'obra abans que comenci l'adormiment, i a una temperatura >= 5\'b0C.\par La temperatura per a formigonar ha d'estar entre 5\'b0C i 40\'b0C. El formigonament s'ha de suspendre quan es prevegi que durant les 48 h seg\'fcents la temperatura pot ser inferior a 0\'b0C. Fora d'aquests l\'edmits, el formigonament requereix precaucions expl\'edcites i l'autoritzaci\'f3 de la DF En aquest cas, s'han de fer provetes amb les mateixes condicions de l'obra, per a poder verificar la resist\'e8ncia realment assolida.\par Si l'encofrat \'e9s de fusta, ha de tenir la humitat necess\'e0ria per tal que no absorbeixi l'aigua del formig\'f3.\par No s'admet l'alumini en motlles que hagin d'estar en contacte amb el formig\'f3.\par No s'ha de formigonar sense la conformitat de la DF, un cop s'hagi revisat la posici\'f3 de les armadures (si s'escau) i dem\'e9s elements ja col\'b7locats.\par Si l'abocada del formig\'f3 es fa amb bomba, la DF ha d'aprovar la instal\'b7laci\'f3 de bombeig pr\'e8viament al formigonament.\par No pot transc\'f3rrer m\'e9s d'1 hora des de la fabricaci\'f3 del formig\'f3 fins el formigonament, a menys que la DF ho cregui convenient per aplicar medis que retardin l'adormiment.\par No s'han de posar en contacte formigons fabricats amb tipus de ciments incompatibles entre ells.\par L'abocada s'ha de fer des d'una al\'e7\'e0ria inferior a 1,5 m, sense que es produeixin disgregacions.\par L'abocada ha de ser lenta per evitar la segregaci\'f3 i el rentat de la mescla ja abocada.\par La velocitat de formigonament ha de ser suficient per assegurar que l'aire no quedi agafat i assenti el formig\'f3. Alhora s'ha de vibrar en\'e8rgicament.\par El formigonament s'ha de suspendre en cas de pluja o de vent fort. Eventualment, la continuaci\'f3 dels treballs, en la forma que es proposi, ha de ser aprovada per la DF.\par En cap cas s'ha d'aturar el formigonament si no s'hLVALa arribat a un junt adequat.\par Els junts de formigonament han de ser aprovats per la DF abans del formigonament del junt.\par En tornar a iniciar el formigonament del junt s'ha de retirar la capa superficial de morter, deixant els granulats al descobert i el junt net. Per a fer-ho no s'han d'utilitzar productes corrosius.\par Abans de formigonar el junt s'ha d'humitejar.\par Quan la interrupci\'f3 hagi estat superior a 48 h s'ha de recobrir el junt amb resina epoxi.\par La compactaci\'f3 s'ha de realitzar per vibratge. El gruix m\'e0xim de la tongada dep\'e8n del vibrador utilitzat. S'ha de vibrar fins que s'aconsegueixi una massa compacta i sense que es produeixin disgregacions.\par El vibratge ha de fer-se m\'e9s intens a les zones d'alta densitat d'armadures, a les cantonades i als paraments.\par Un cop reblert l'element no s'ha de corregir el seu aplomat, ni el seu anivellament.\par Durant l'adormiment i fins aconseguir el 70% de la resist\'e8ncia prevista, s'han de mantenir humides les superf\'edcies del formig\'f3. Aquest proc\'e9s ha de ser com a m\'ednim de:\par - 7 dies en temps humit i condicions normals\par - 15 dies en temps calor\'f3s i sec, o quan la superf\'edcie de l'element estigui en contacte amb aig\'fces o filtracions agressives\par Durant l'adormiment s'han d'evitar sobrec\'e0rregues i vibracions que puguin provocar la fissuraci\'f3 de l'element.\par MURS DE CONTENCI\'d3:\par Si sobre de l'element es recolzen altres estructures, s'ha d'esperar al menys dues hores abans d'executar-los per tal que el formig\'f3 de l'element hagi assentat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum amidat segons les especificacions de la DT, amb aquelles modificacions i singularitats acceptades pr\'e8viament i expressament per la DF.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par }LVALilat per tal de facilitar-ne la c\'e0rrega amb mitjans manuals.\par REPARACI\'d3 D\'92ENLLATAT:\par Les llates s'han de col\'b7locar amb la cara major recolzada sobre el suport.\par Han de quedar alineades i paral\'b7leles entre elles.\par Les llates han d'anar fixades amb claus d'acer galvanitzat.\par Les fixacions han de quedar sobre l'element de suport.\par S'han de col\'b7locar alineades a tocar i recolzades sobre tres cabirons, com a m\'ednim.\par Els junts entre llates han d'estar sobre l'eix dels elements de suport i alternats.\par Un cop col\'b7locades han de quedar alineades amb la resta de peces.\par Han d\'92estar ben fixades al suport i han de mantenir la planor i el pendent del conjunt.\par Junts entre llates: 1 cm\par Separaci\'f3 entre fixacions: <= 50 cm\par Penetraci\'f3 del clau: >= 15 mm\par Toler\'e0ncies d'execuci\'f3:\par - Junts entre llates: \'b1 5 mm\par REPARACI\'d3 DE MINVELL DE RAJOLA CER\'c0MICA:\par Les peces han de quedar s\'f2lidament fixades al suport.\par El conjunt de l'element col\'b7locat ha de ser estanc.\par Quan la rajola va recolzada sobre un suport format per un altra rajola o encadellat, aquesta s'ha d'encastar com a m\'ednim 1/3 de la seva volada dins del parament i ha de quedar alineada amb la recrescuda perimetral de la coberta.\par La rajola d'acabat ha de tenir una volada de 3 cm sobre la recrescuda perimetral de la coberta.\par El conjunt del minvell acabat ha d'estar separat 3 cm per sobre de la recrescuda perimetral de la coberta.\par L\'92element reparat ha de tenir el mateix pendent i alineacions que el conjunt i ha de quedar visualment integrat amb aquest.\par NETEJA DELS ELEMENTS DE DESG\'dc\'c0S DE LA COBERTA:\par Els elements han de quedar lliures de qualsevol material que pugui impedir l'evacuaci\'f3 de l'aigua de la coberta.\par Un cop acabada la neteja, en la coberta no ha d'haver-hi peces trencades, soltes o amb defectes que perjudiquin la seva estanqueitat o el seu aspecte final.\par Les operacions de neteja no han de produir desperfect^LVALnes en els elements de desgu\'e0s.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs quan la velocitat del vent sigui superior a 50 km/h o plogui. Si un cop realitzats els treballs es donen aquestes condicions, s'han de revisar i assegurar les parts fetes.\par Si l'al\'e7ada de caiguda es superior a 2 m s'ha de treballar amb cintur\'f3 de seguretat.\par Els treballs s'han de realitzar amb les precaucions necess\'e0ries per tal de no malmetre la resta de components de la coberta.\par REPARACI\'d3:\par L'operaci\'f3 de c\'e0rrega de runa s'ha de fer amb les precaucions necess\'e0ries, per tal d'aconseguir les condicions de seguretat suficients.\par S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par REPARACI\'d3 DE MINVELL DE RAJOLA CER\'c0MICA:\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter.\par Quan s'hagin de tallar peces, el tall ha de ser recte i l'aresta viva, sense escantonaments.\par NETEJA DELS ELEMENTS DE DESG\'dc\'c0S DE LA COBERTA:\par S'han de protegir els elements que puguin resultar alterats per les feines de neteja.\par S'ha de fer una prova de funcionament.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par REPARACI\'d3 D\'92ENLLATAT:\par m2 de superf\'edcie amidada segons les especificacions de la DT i amb aquelles modificacions i singularitats acceptades pr\'e8viament i expressament per la DF.\par REPARACI\'d3 DE MINVELL O NETEJA DELS ELEMENTS DE DESG\'dc\'c0S DE LA COBERTA:\par m de llarg\'e0ria real amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL({\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge i col\'b7locaci\'f3 de l'armadura formada per barres corrugades, malla electrosoldada o conjunt de barres i/o malles d'acer, a l'excavaci\'f3, a l'encofrat o ancorades a elements de formig\'f3 existents, o soldades a perfils d\'92acer.\par S'han considerat les armadures pels elements estructurals seg\'fcents:\par - Murs de contenci\'f3\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Tallat i doblegat de l'armadura\par - Neteja de les armadures\par - Neteja del fons de l'encofrat\par - Col\'b7locaci\'f3 dels separadors\par - Muntatge i col\'b7locaci\'f3 de l'armadura\par - Subjecci\'f3 dels elements que formen l'armadura\par - Subjecci\'f3 de l'armadura a l'encofrat\par CONDICIONS GENERALS:\par Per a la elaboraci\'f3, manipulaci\'f3 i muntatge de les armadures s\'92ha de seguir les indicacions de la EHE i la UNE 36831.\par Els di\'e0metres, la forma, les dimensions i la disposici\'f3 de les armadures han de ser les que s'especifiquen a la DT.\par Les barres no han de tenir esquerdes ni fissures.\par Les armadures han de ser netes, no han de tenir \'f2xid no adherent, pintura, greix ni d'altres subst\'e0ncies perjudicials.\par La secci\'f3 equivalent de les barres de l'armadura no ha de ser inferior al 95% de la secci\'f3 nominal.\par No hi ha d'haver m\'e9s empalmaments dels que consten a la DT o autoritzi la DF.\par Els empalmaments es poden realitzar per solapa o per soldadura.\par Per a realitzar un altre tipus d'empalmament es requerir\'e0 disposar d'assaLVALigs que demostrin que garanteixen de forma permanent una resist\'e8ncia a la ruptura no inferior a la de la menor de les dues barres que s'uneixen i que el moviment relatiu entre elles no sigui superior a 0,1 mm.\par Es pot utilitzar la soldadura per a l'elaboraci\'f3 de la ferralla sempre que es faci d'acord amb els procediments establerts a la UNE 36-832, l'acer sigui soldable i es faci a taller amb instal\'b7laci\'f3 industrial fixa. Nom\'e9s s'admet soldadura en obra en els casos previstos en la DT i autoritzats per la DF.\par La realitzaci\'f3 dels empalmaments pel que fa al procediment, la disposici\'f3 dins la pe\'e7a, la llarg\'e0ria dels solapaments i la posici\'f3 dels diferents empalmaments en barres properes, ha de seguir les prescripcions de la EHE, al article 66.6.\par A les solapes no s'han de disposar ganxos ni potes.\par No es poden disposar empalmaments per soldadura a les zones de forta curvatura de l'armadura.\par Els empalmaments per soldadura es faran d'acord amb el que estableix la norma UNE 36-832.\par Les armadures han d'estar subjectades entre elles i a l'encofrat de manera que mantinguin la seva posici\'f3 durant l'abocada i la compactaci\'f3 del formig\'f3.\par Els estreps de pilars o bigues han d'anar subjectats a les barres principals mitjan\'e7ant un lligat simple o altre procediment idoni. En cap cas es pot fer amb punts de soldadura quan les armadures estiguin a l\'92encofrat.\par Les armadures d'espera han d'estar subjectades a l'engraellat dels fonaments.\par Quan la DT exigeix recobriments superiors a 50 mm, s'ha de col\'b7locar una malla de repartiment en mig d'aquest gruix segons s'especifica a l'article 37.2.4. de la norma EHE, excepte en el cas d'elements que hagin de quedar soterrats.\par La DF ha d'aprovar la col\'b7locaci\'f3 de les armadures abans de comen\'e7ar el formigonament.\par Per a qualsevol classe d'armadures passives, inclosos els estreps, el recobriment no ha de ser inferior, en cap punt, als valors determinats en la taula 37.2.4. de la norma EHELVAL, en funci\'f3 de la classe d'exposici\'f3 ambiental a que es sotmetr\'e0 el formig\'f3 armat, segons el que indica l'article 8.2.1 de la mateixa norma.\par Dist\'e0ncia lliure armadura \'96 parament: >= D m\'e0xim, >= 0,80 granulat m\'e0xim\par Recobriment en peces formigonades contra el terreny: >= 70 mm\par Dist\'e0ncia lliure barra doblegada - parament: >= 2 D\par La realitzaci\'f3 dels ancoratges de les barres al formig\'f3, pel que fa a la forma, posici\'f3 dins la pe\'e7a i llarg\'e0ria de les barres a de seguir les prescripcions de la EHE, article 66.5.\par Toler\'e0ncies d'execuci\'f3:\par - Llarg\'e0ria d'ancoratge i solapa: -0,05L (<= 50 mm, m\'ednim 12 mm), + 0,10 L (<=50 mm)\par Les toler\'e0ncies en el recobriment i la posici\'f3 de les armadures han de complir l'especificat en la UNE 36831.\par BARRES CORRUGADES:\par Es poden col\'b7locar en contacte tres barres, com a m\'e0xim, de l'armadura principal i quatre en el cas que no hi hagi empalmaments i la pe\'e7a estigui formigonada en posici\'f3 vertical.\par El di\'e0metre equivalent del grup de les barres no ha de ser de m\'e9s de 50 mm.\par Si la pe\'e7a ha de suportar esfor\'e7os de compressi\'f3 i es formigona en posici\'f3 vertical, el di\'e0metre equivalent no ha de ser de m\'e9s de 70 mm.\par A la zona de solapa, el nombre m\'e0xim de barres en contacte ha de ser de quatre.\par No s'han de solapar barres de D >= 32 mm sense justificar satisfact\'f2riament el seu comportament.\par Els empalmaments per solapa de barres agrupades han de complir l'article 66.6 de l'EHE.\par Es prohibeix l'empalmament per solapa en grups de quatre barres.\par L'empalmament per soldadura s'ha de fer seguint les prescripcions de la UNE 36-832.\par Dist\'e0ncia lliure vertical i horitzontal entre 2 barres aillades consecutives: >= D m\'e0xim, >= 1,25 granulat m\'e0xim, >= 20 mm\par Dist\'e0ncia entre els centres dels empalmaments de barres consecutives, segons direcci\'f3 de l'armadura: >= longitud b\'e0sica d'ancoratge (Lb)\par Dist\'e0ncia entre lesLVAL barres d\'92un empalmament per solapa: <= 4 D\par Dist\'e0ncia entre barres traccionades empalmades per solapa: <= 4 D, >= D m\'e0xim, >= 20 mm, >= 1,25 granulat m\'e0xim\par Armadura transversal a la zona de solapament: Secci\'f3 armadura transversal (At) >= Dm\'e0x (Dm\'e0x = Secci\'f3 barra solapada de di\'e0metre major)\par MALLA ELECTROSOLDADA:\par Llarg\'e0ria de la solapa en malles acoblades: a x Lb neta:\par - Ha de complir, com a m\'ednim: >= 15 D, >= 20 cm\par Llarg\'e0ria de la solapa en malles superposades:\par - Separaci\'f3 entre elements solapats (longitudinal i transversal) > 10 D: 1,7 Lb\par - Separaci\'f3 entre elements solapats (longitudinal i transversal) <= 10 D: 2,4 Lb\par - Ha de complir com a m\'ednim: >= 15 D, >= 20 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par El doblegament de les armadures s'ha de fer en fred, a velocitat constant, de forma mec\'e0nica i amb l'ajut d'un mandr\'ed.\par No s'han d'adre\'e7ar colzes excepte si es pot verificar que no es faran malb\'e9.\par S'han de col\'b7locar separadors per a garantir el recobriment m\'ednim i no han de produir fissures ni filtracions al formig\'f3.\par En cas de realitzar soldadures s'han de seguir les disposicions de la norma UNE 36-832 i les han d'executar operaris qualificats d'acord amb la normativa vigent.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par BARRES CORRUGADES:\par kg de pes calculat segons les especificacions de la DT, d'acord amb els criteris seg\'fcents:\par - El pes unitari per al seu c\'e0lcul ha de ser el te\'f2ric\par - Per a poder utilitzar un altre valor diferent del te\'f2ric, cal l'acceptaci\'f3 expressa de la DF.\par - El pes s\'92obtindr\'e0 amidant la llarg\'e0ria total de les barres (barra+cavalcament)\par L\'92escreix d\'92amidament corresponent als retalls est\'e0 incorporat al preu de la unitat d\'92obra com a increment del rendiment (1,05 kg de barra d\'92acer per kg de barra ferrallada, dins de l\'92element compost)\par MALLA ELECTROSOLDADA:\par LVAL m2 de superf\'edcie amidada segons les especificacions de la DT.\par Aquest criteri inclou les p\'e8rdues i increments de material corresponents a retalls i empalmaments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural DB-SE.\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par\pard\par } hϬϬϬX\ ` d  ˼˼˼˼˼˼˼˼˼˼˼h  l  p  t x$|(ŀ,0ÈÈÈÈÈÈÈ48888<<<<<<<-(& ?|@??EAVJLAM5BAVJU005@@:53-(& @= ףpU@?@EAVJLAM4A0127000@@:53-(& @HzC@?@EAVJLAM4A0137000@@:53-(& ?ș@??EAVJLAM4BAVJU004@@:53-(& 333333? rh@?333333?E8J4U020A0140000@@:53-(& 333333? rh@?333333?E8J35RECA0140000@@:53-(& 333333?Sc@?333333?E8J35RECA0122000@@:53-(& -C6j? K= 1,3 N\par Pes espec\'edfic de la fusta al 12% d'humitat (UNE 56-531):\par - Con\'edferes: > 450 kg/m3\par - Frondoses: > 530 kg/m3\par Toler\'e0ncies:\par - Ampl\'e0ria: \'b1 1 mm\par - Al\'e7\'e0ria: \'b1 3 mm\par - Secci\'f3 del perfil:\par - Ampl\'e0ria: \'b1 1 mm\par - Gruix: \'b1 2 mm\par - Rectitud d'arestes: \'b1 2 mm/m\par - Torsi\'f3 del perfil: \'b1 1\'b0/m\par - Planor: \'b1 1 mm/m\par - Angles: \'b1 1\'b0\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Amb les traves que calgui per tal d'assegurar l'escairat dels seus angles.\par Emmagatzematge: protegit de les pluges, els focus d'humitat i els impactes. No ha d'estar en contacte amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE 56802:1989 Puertas de madera.Medidas y tolerancias.\par *UNE 56803:1990 Puertas de madera. Especificaciones t\'e9cnicas.\par\pard\par }LVALz3'Part reformada zona de treball 1 16.5 16.5 C#*D#*E#*F# 1 8.4 8.4 C#*D#*E#*F# 1 .45 .45 C#*D#*E#*F# 1 11.05 11.05 C#*D#*E#*F# 1 6.2 6.2 C#*D#*E#*F# 1 .5 .5 C#*D#*E#*F# 1 .6 .6 C#*D#*E#*F# 1 6 6 C#*D#*E#*F# 1 .2 .2 C#*D#*E#*F# 1 .9 .9 C#*D#*E#*F# vestibul 1 2.65 2.65 C#*D#*E#*F# 2 .2 .4 C#*D#*E#*F# 1 .2 .2 C#*D#*E#*F# aula de formaci 1 5.665 5.665 C#*D#*E#*F# 1 2.85 2.85 C#*D#*E#*F# 1 .15 .15 C#*D#*E#*F# 1 1.4 1.4 C#*D#*E#*F# 1 3.2 3.2 C#*D#*E#*F# 1 2.85 2.85 C#*D#*E#*F# 2 .15 .3 C#*D#*E#*F# 1 .3 .3 C#*D#*E#*F# 1 1.7 1.7 C#*D#*E#*F# 1 3.9 3.9 C#*D#*E#*F# espai de silenci 1 5.5 5.5 C#*D#*E#*F# 1 .1 .1 C#*D#*E#*F# 1 .4 .4 C#*D#*E#*F# 1 .15 .15 C#*D#*E#*F# 1 1.95 1.95 C#*D#*E#*F# 1 4.95 4.95 C#*D#*E#*F# 1 5.65 5.65 C#*D#*E#*F# 1 1.9 1.9 C#*D#*E#*F# 1 3.35 3.35 C#*D#*E#*F# 1 6.7 6.7 C#*D#*E#*F# 1 .25 .25 C#*D#*E#*F# magatzem 2 1.85 3.7 C#*D#*E#*F# 1 .95 .95 C#*D#*E#*F# 2 .1 .2 C#*D#*E#*F# rack 1 1.85 1.85 C#*D#*E#*F# 1 2.1 2.1 C#*D#*E#*F# 1 1.7 1.7 C#*D#*E#*F# 1 .25 .25 C#*D#*E#*F# 1 .3 .3 C#*D#*E#*F# 1 .2 .2 C#*D#*E#*F# 1 1.75 1.75 C#*D#*E#*F# pas 1 .45 .45 C#*D#*E#*F# 1 3.95 3.95 C#*D#*E#*F# 1 .5 .5 C#*D#*E#*F# 1 .2 .2 C#*D#*E#*F# 1 .55 .55 C#*D#*E#*F# 1 .3 .3 C#*D#*E#*F# 1 1.9 1.9 C#*D#*E#*F# 1 .15 .15 C#*D#*E#*F# Part ampliaci zona informtica 1 .3 .3 C#*D#*E#*F# 1 .35 .35 C#*D#*E#*F# 1 14.95 14.95 C#*D#*E#*F# 1 4.4 4.4 C#*D#*E#*F# 1 .8 .8 C#*D#*E#*F# 1 .15 .15 C#*D#*E#*F# zona treball 1 1 2.9 2.9 C#*D#*E#*F# 1 2.25 2.25 C#*D#*E#*F# 1 .15 .15 C#*D#*E#*F# 1 3.1 3.1 C#*D#*E#*F# 1 2.15 2.15 C#*D#*E#*F# zona treball 2 1 2.9 2.9 C#*D#*E#*F# 1 2.25 2.25 ДQ   j jƖOO N&?8@"j@"j@@PPAUSAN1P.a. d'abonament ntegre en previsi de substituci de conductes de xarxa de pluvials per @paPPAUSAN1POProjecte del'ampliaci i reforVEN.39//ysnl >&?)\F@t"@K7qA@ףp= F@d@@E8J4U020Coronament 13-17,5cm,p.calc.nat.,3 cm. de gruix,tall de serra,2cantells,mort.1:2:10@mE8J4U020POBanc GISA Edificaci Obra NovaVEN.30&&ysnl >&?{G#@t"@ K&?q= ף@u@= ףp]D@(\r@ ףp=t@@@EAM11AA5Tancament vidre lluna incol.tremp.g=10mm,1bat.,fix.mecniques@ m2EAM11AA5POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?Q @ea@ͪV?B`"?mV}b@z@@K878111FNeteja param.tesela vidre,raig aig.pres. 60-100baru@6m2K878111FPOProjecte del'ampliaci i reforVEN.3ysnl >&?p= c6@Clg)@~j"@Gz5@V@@E881M130Monocapa cim.+addit.granul.selecc.,col.est.s/param.s/revest.,raspat@m2E881M130POBanc GISA Edificaci Obra NovaVEN.3"ysnl >&?)\4@!rh #@ %@V- 4@8@@E721BCD7Membrana GA-1,1lm.,5,1kg/m2,LBM(SBS)-50/G-FP-190g/m2,adh.en cal.@(m2E721BCD7POBanc GISA Edificaci Obra NovaVEN.3 ysnl >&? ףp=J1@(@2b@ڧ0@_@@E89BABJ0Pintat barana/reixa acer,esmalt sint.,2capes imprimaci antioxidant,2capes acabat@m2E89BABJ0POBanc GISA Edificaci Obra NovaVEN.30&&ysnl >&?zG<@(\/@W/'?4@\m <@7@@E6Z13U3KCaixa persiana ,form.arm. 30x25cm long.=2-3m,penjada sostre@'mE6Z13U3KPOProjecte del'ampliaci i reforVEN.3ysnl >&?\(4@sb2@x@?:f@4@D@@E81136L1Arrebossat reglejat,vert.ext.,h>3m,morter mixt 1:0,5:4,reglejat@-m2E81136L1POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?{GN@|?5^:8@CVA@r]M@,@@E4F7YLU1Llinda pref.cerm.arm. 14cmx3,1m, p/revestir,col.mort.paret@#uE4F7YLU1POProjecte del'ampliaci i reforVEN.3ysnl >&?q= ףB@9@&%@eI)DB@w@@K5ZR1GCUReparac. punt.cob.catal..,subst.peces trenc./solt., fins un 25%,rejunt.mort.asf.,crrega manual,tr@#m2K5ZR1GCUPOProjecte del'ampliaci i reforVEN.3A77ysnl >LVAL}E{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Impermeabilitzaci\'f3 de cobertes amb membranes impermeables de varies capes formades amb materials bituminosos, sense protecci\'f3 o amb autoprotecci\'f3 mineral o met\'e0l\'b7lica, els de la capa exterior o reparaci\'f3 de membranes existents amb l\'e0mines bituminoses.\par S'han considerat els tipus de membranes seg\'fcents:\par Membranes amb autoprotecci\'f3 mineral, col\'b7locades adherides:\par - GA-1: Una l\'e0mina LBM-50/G, adherida al suport en calent\par - GA-2: Una l\'e0mina LBM-40/G, sobre l\'e0mina LO-40, adherides entre elles i al suport en calent\par - GA-5: Una l\'e0mina LBM-40/G, sobre l\'e0mina LBM-24, adherides entre elles i al suport amb oxiasfalt\par - GA-6: Una l\'e0mina LBM-40/G, sobre l\'e0mina LBM-30, adherides entre elles i al suport en calent\par Membranes amb autoprotecci\'f3 mineral, col\'b7locades semiadherides:\par - GS-2: Una l\'e0mina LBM-40/G o LBM-50/G, sobre l\'e0mina LO-40/P, adherides entre elles i al suport amb oxiasfalt\par Membranes amb autoprotecci\'f3 met\'e0l\'b7lica, col\'b7locades semiadherides:\par - MS-3: Una l\'e0mina LO-40/M o LBM-30/M, sobre l\'e0mina LO-40/P, adherides entre elles i al suport amb oxiasfalt\par Membranes amb autoprotecci\'f3 mineral, col\'b7locades amb fixacions mec\'e0niques:\par - GF-1: Una capa o m\'e9s de plaques asf\'e0ltiques\par - GF-2: Una capa o m\'e9s de plaques asf\'e0ltiques sobre l\'e0mina LO-20\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Membranes adherides, no adherides o semiadherides:\par - Neteja i preparaci\'f3 del suporLVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 del remat superior d'una paret.\par S'han considerat els tipus de peces seg\'fcents:\par - Pe\'e7a cer\'e0mica d'acabat fi o vidrada col\'b7locada amb morter\par - Pe\'e7a cer\'e0mica d'elaboraci\'f3 manual col\'b7locada amb morter\par - Obra cer\'e0mica\par - Pedra natural o artificial collada amb morter\par - Pe\'e7a de formig\'f3 polim\'e8ric col\'b7locada amb morter.\par - Planxa met\'e0l\'b7lica col\'b7locada amb fixacions mec\'e0niques.\par S'han considerat els tipus de morter seg\'fcents per a la col\'b7locaci\'f3:\par - Morter mixt o de ciment\par - Morter adhesiu\par S'han considerat els tipus de planxa seg\'fcents:\par - Acer galvanitzat\par - Alumini\par - Zinc\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig de l'aresta de coronament\par - Col\'b7locaci\'f3 de les peces\par - Segellat dels junts\par - Neteja del parament\par CONDICIONS GENERALS:\par A l'element acabat no hi ha d'haver peces esquerdades, trencades, escantonades ni tacades.\par Ha de tenir el color i la textura uniformes.\par Les peces han de quedar ben adherides al suport i han de formar una superf\'edcie amb la planeitat prevista a la DT.\par Els junts entre les peces han d'estar reblerts.\par En les peces amb trencaaig\'fces o col\'b7locades amb els cantells a escaire, aquests han de sobresortir respecte a l'acabat de la paret.\par S'han de respectar els junts estructurals.\par Toler\'e0ncies d'execuci\'f3:\par - Horitzontalitat: \'b1 2 mm/m\par COLVALRONAMENT DE PECES CER\'c0MIQUES:\par Ampl\'e0ria dels junts:\par +-----------------------------------------+\par \'a6 Tipus de pe\'e7a \'a6 Ampl\'e0ria \'a6\par \'a6 \'a6 (mm) \'a6\par \'a6------------------------\'a6--------\'a6-------\'a6\par \'a6Rajola cer\'e0mica d'acabat\'a6 \'a6 \'a6\par \'a6 fi o vidriada \'a6 3-6 \'a6 \'b1 1 \'a6\par \'a6------------------------\'a6--------\'a6-------\'a6\par \'a6 Rajola cer\'e0mica manual \'a6 5-10 \'a6 \'b1 1 \'a6\par \'a6------------------------\'a6--------\'a6-------\'a6\par \'a6 Ma\'f3 \'a6 10 \'a6 \'b1 2 \'a6\par +-----------------------------------------+\par Sortint del trencaaig\'fces: >= 3 cm\par CORONAMENT DE PECES DE PEDRA O FORMIG\'d3:\par Els junts entre les peces han d'estar reblerts amb beurada de ciment blanc i, eventualment, colorants, si la DF no especifica d'altres condicions.\par CORONAMENT DE PLANXA:\par A l'element acabat no hi ha d'haver defectes superficials, (ratlles, bonys, etc.).\par Les fixacions han de ser de metall compatible amb el de la planxa.\par Pendent: >= 2%\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs si es donen les condicions seg\'fcents:\par - Temperatures inferiors a 5\'b0C o, en el cas de peces cer\'e0miques, superiors a 35\'b0C\par - En exteriors: Velocitat del vent > 50 km/h, Pluja\par Si un cop realitzats els treballs es donen aquestes condicions, s'ha de revisar la feina feta 48 h abans i s'han de refer les parts afectades.\par Si la col\'b7locaci\'f3 es amb morter mixt o amb ciment, les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter. Si la pe\'e7a \'e9s hidrofugada no s\'92ha d\'92humitejar.\par Si la col\'b7locaci\'f3 es amb morter adhesiu, el morter s'ha de preparar i s'ha d'aplicar segons les instruccions del fabricant.\par CORONAMENT AMB RAJOLA CER\'c0MICA D'ACABAT FI O VIDRIADA:\par La rLVALejuntada s'ha de fer al cap de 24 h.\par Cal barrejar les peces de caixes diferents per tal d'evitar difer\'e8ncies de tonalitat.\par CORONAMENT DE PECES DE PEDRA O FORMIG\'d3:\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par La cara d'assentament ha de tenir la humitat necess\'e0ria per tal que no absorbeixi l'aigua del morter.\par La rejuntada s'ha de fer al cap de 24 h.\par CORONAMENT DE PLANXA:\par Els paraments d'aplicaci\'f3 han d'estar sanejats i nets. Si cal s'han de repicar abans de la col\'b7locaci\'f3 de les peces.\par S'ha d'evitar el contacte directe de l'acer galvanitzat amb el guix, els ciments p\'f2rtland frescos, la cal\'e7, les fustes dures (roure, castanyer, teca, etc.) i l'acer sense protecci\'f3 contra la corrosi\'f3.\par S\'92ha d\'92evitar el contacte directe de la planxa de zinc amb el guix, els morters de ciment portland frescos i les fustes dures (roure, castanyer, teca, etc.), la cal\'e7, l\'92acer no galvanitzat i el coure sense estanyar.\par Les llates de fusta han d\'92estar ben seques, sense defectes aparents no han d\'92estar esberlades ni han de tenir nusos saltadissos.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }67DJ XXX d ' q 4 } @  L  X  ȣg+t8DP\i,³w:F %%EC15____K ]1)'' KKE8EZ____M1)'' GGK878____ 51)'' EAN5____.D1)'' %%EC15____K ]1)'' BC15____&o ]1)'' BAZA____>I1)'' EAZA____@1)'' [[BB9____]@ 1(&&   EB92____6Ģ<1)'' __EAF____" 1(&& J J BAZ2____k1)'' ffEAZ1____h@1)'' __EAZ____"g1(&& BAZG____z#χ1)'' $$BAQD____IB1)'' EAQD____#1)'' B82Z____@1)'' E82Z____@1)'' E865____l!{G1)'' {{B0CU____"F1)'' $$B0F7____I`1)''  E614____tAڦ1)'' E83F____&(n&1)'' [ [ BANA____>Z1)'' = = EANA____z)X1)''  E9U6____Q1)'' B9U6____@1)'' E9P____-\1(&& 2 2 B9PZ____dQ1)'' U U B9P2____D1)'' E9DD____:V1)''  B9J____OT1(&& E9J____$kT1(&& //F9G____ ^feP1(&& E9Z2____6,%D1)'' B93____T.A1(&&  B9CZ____V-A1)'' B81Z____@1)'' E81Z____@1)''   B0FH____@6&51)'' hhB05A____.%51)'' E823____:g%51)'' P P E812____@ve1)'' D07J____@t1)'' PPB6B1____0hيc1)'' d d E65A____^c1)'' B7CZ____@(1)'' 4 4 B844____h.1)'' B843____ @]1)'' E84____RF(1(&& v v B7JZ____C(1)'' ##B052____*F:b(1)'' B0A4____" (1)'' B84Z____6(1)'' 22B0CC____e9(1)'' 00E3CD____aTE1)'' ..E811____\.N}1)'' eeE89____<@O+1(&& !!E7C1____tC7|A1)'' 33B07____Fg.1(&& E612____66*|1)'' B5ZZ____:8#1)'' B5ZD____!1)'' ddE8J____*1(&&LVAL"{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Pe\'e7a per a minvell formada amb planxa 45 cm de desenvolupament, com a m\'e0xim, obtinguda per un proc\'e9s de laminatge.\par S'han considerat els tipus de planxa seg\'fcents:\par - Planxa de zinc\par - Planxa de coure\par - Planxa d'acer galvanitzat\par ELEMENTS DE PLANXA:\par La superf\'edcie ha de ser llisa i plana.\par Les arestes han de ser rectes i escairades.\par La planxa de zinc o coure ha de tenir una fractura brillant.\par El gruix de la planxa ha de ser constant.\par No ha de tenir cops, senyals de corrosi\'f3, doblecs ni altres deformacions o defectes superficials.\par Toler\'e0ncies:\par - Desenvolupament: \'b1 3 mm\par PE\'c7A DE PLANXA DE ZINC:\par Contingut de zinc (UNE 37-301): 99,95%\par Llarg\'e0ria: 200 - 300 cm\par Toler\'e0ncies:\par - Impureses (UNE 37-301): Ha de complir\par - Gruix: \'b1 0,03 mm\par - Llarg\'e0ria: \'b1 5 mm\par PE\'c7A DE PLANXA D'ACER GALVANITZAT:\par El recobriment de zinc ha de ser homogeni i continu en tota la superf\'edcie.\par No s'han d'apreciar esquerdes, exfoliacions ni despreniments del recobriment.\par Contingut de zinc (UNE 36-130): 98,5%\par Toler\'e0ncies:\par - Gruix: \'b1 0,1 mm\par - Llarg\'e0ria nominal: + 3%, - 0%\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament i emmagatzematge: De manera que no s'alterin les seves condicions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par PECES DE CER\'c0MICA O DE PLANXA DE ZINC O CO LVAL URE\par No hi ha normativa de compliment obligatori.\par XAPA D'ACER GALVANITZAT:\par *UNE 7183:1964 M\'e9todo de ensayo para determinar la uniformidad de los recubrimientos galvanizados, aplicados a materiales manufacturados de hierro y acero.\par\pard\par }LVAL${\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials per a col\'b7laborar i complementar l'execuci\'f3 de cobertes de tot tipus.\par S'han considerat els elements seg\'fcents:\par - Tub d'acer galvanitzat en calent de di\'e0metre 50 mm, amb platina d'acer galvanitzat per ancoratge\par - Paper Kraft de primera, per a independitzar els envans de sostremort de la solera de coberta\par - Ancoratge d'acer galvanitzat per a unions d'envans de sostremort amb la solera o per a fixaci\'f3 de taulonet de suport de carener\par - Pe\'e7a de suport per a bunera de paret, formada amb planxa d'acer galvanitzat obtinguda per laminat en fred i sotmesa a un proc\'e9s continu de galvanitzat en calent, amb un forat de 105x105 mm\par - Pe\'e7a per a pas de conductes de planxa d'acer galvanitzat de 0,8 mm de gruix, composta per un tub soldat a una base de 40x40 cm\par - Tub d'acer galvanitzat en calent per a pas de conductes, format amb planxa d'acer de 0,8 mm de gruix, soldat a una platina d'acer galvanitzat per a ancoratge\par - Clau o vis d'acer galvanitzat amb junt de plom, pl\'e0stic, plom i ferro o metall i goma\par - Suport i ventilaci\'f3 de carener amb perfil perforat de zinc i vessant de planxa de plom plisat\par - Ganxo d'acer inoxidable per a fixaci\'f3 de teula\par - Reixa circular de ventilaci\'f3 de planxa desplegada d'acer galvanitzat de 0,6 mm de gruix soldada a una volandera formada per un rod\'f3 d'acer galvanitzat\par PE\'c7A DE PLANXA:\par El forat de la pe\'e7a de suport per a bunera de paret, ha d'estar centrat, en el tram de la planxa que ha d'anar recolzat sobre la paret.\par No ha de tenLVAL%ir variacions del gruix ni d'altres defectes visibles a la seva superf\'edcie.\par Les arestes han de ser rectes i escairades.\par El gruix de la planxa ha de ser constant.\par La planxa de zinc o coure ha de tenir una fractura brillant.\par PECES D'ACER GALVANITZAT:\par El recobriment de zinc ha de ser llis, sense discontinu\'eftats ni exfoliacions i no ha de tenir taques ni imperfeccions superficials.\par No ha d'estar en contacte amb productes qu\'edmics de pH < 6 i pH > 12,5.\par Puresa del zinc (% en pes): >= 98,5\par PECES DE PLANXA D'ACER GALVANITZAT:\par Toler\'e0ncies:\par - Desenvolupament: \'b1 3 mm\par - Llarg\'e0ria nominal: + 3%, - 0%\par - Gruix: \'b1 0,1 mm\par TUB D'ACER GALVANITZAT:\par Ha de portar una anella per a fer l'acord interior d'impermeabilitzaci\'f3.\par Gruix del tub: >= 0,6 mm\par Gruix de la platina: >= 1 mm\par Protecci\'f3 de la galvanitzaci\'f3 (Sendzimir): >= 400 g/m2\par ANCORATGE D'ACER GALVANITZAT:\par L'ancoratge d'acer galvanitzat ha de tenir una forma que garanteixi la uni\'f3 entre els elements.\par Protecci\'f3 de la galvanitzaci\'f3 (Sendzimir): >= 275 g/m2\par PAPER KRAFT:\par Ha de tenir la dimensi\'f3 suficient per a cobrir tota la superf\'edcie d'uni\'f3 entre l'env\'e0 i la solera.\par Gramatge (UNE 57-014): 75 g/m2\par Contingut d'humitat (UNE 57-005): 7,5%\par \'cdndex de porositat (UNE 57-029): >= 3\par Absorci\'f3 d'aigua (UNE 57-027): <= 35 g/m2\par Resist\'e8ncia a l'esqueixament (UNE 57-033): >= 110\par Toler\'e0ncies:\par - Gramatge: \'b1 4%\par - Contingut d'humitat: \'b1 1%\par - Resist\'e8ncia a l'esqueixament: - 15%\par CLAU O VIS D'ACER GALVANITZAT:\par Ha de ser recte, amb la cabota plana i la punta afinada i regular.\par L'expressi\'f3 de les mesures sempre ha de ser: Di\'e0metre x llarg\'e0ria.\par Protecci\'f3 de la galvanitzaci\'f3 (Sendzimir): >= 275 g/m2\par Caracter\'edstiques del junt:\par +------------------------------------------------------------+\par \'a6Material del junt \'a6 Di\'e0metre \'a6 Di\'e0metre LVAL& \'a6 Gruix \'a6\par \'a6 \'a6de la pe\'e7a\'a6 del junt \'a6 del junt \'a6\par \'a6 \'a6 (mm) \'a6 (mm) \'a6 (mm) \'a6\par \'a6------------------\'a6----------\'a6---------------\'a6--------------\'a6\par \'a6Vis: \'a6 5,4 \'a6 24 \'a6 \'a6\par \'a6Plom i ferro \'a6 5,5 \'a6 24 \'a6 >= 10 \'a6\par \'a6 \'a6 6,5 \'a6 27 \'a6 \'a6\par \'a6------------------\'a6----------\'a6---------------\'a6--------------\'a6\par \'a6Vis: \'a6 - \'a6 53 metall \'a6 >= 7 metall \'a6\par \'a6Metall i goma \'a6 - \'a6 50 goma \'a6 >= 10 goma \'a6\par \'a6------------------\'a6----------\'a6---------------\'a6--------------\'a6\par \'a6Clau: Plom \'a6 - \'a6 >= 20 exterior\'a6 >= 2 \'a6\par \'a6Clau: P\'e0stic \'a6 - \'a6 >= 15 exterior\'a6 >= 5 \'a6\par +------------------------------------------------------------+\par SUPORT I VENTILACI\'d3 DE CARENER AMB PERFIL PERFORAT DE ZINC:\par El perfil de zinc ha de portar, a la seva part superior, orificis de ventilaci\'f3 uniformement distribu\'efts.\par Ha de portar una vessant de plom plisat per a garantir la seva adaptaci\'f3 al perfil de coberta.\par El perfil no ha de tenir deformacions ni balcament que impedeixin el correcte recol\'e7ament sobre l'element de suport.\par Ampl\'e0ria de la vessant de plom: 120 mm\par Secci\'f3 de la ventilaci\'f3: >= 100 cm2/m\par GANXO D'ACER INOXIDABLE PER A TEULA:\par La forma del ganxo ha de permetre que per un extrem pugui suportar la teula i per l'altre fixar-se al suport.\par Ha de portar dos orificis en un dels extrems per a la seva fixaci\'f3 al suport.\par Ha de presentar una superf\'edcie llisa, uniforme i sense defectes superficials.\par REIXA CIRCULAR PER A VENTILACI\'d3:\par La planxa ha de portar els orificis de ventilaci\'f3 uniformement distribu\'efts.jLVALz\par El rod\'f3 que fa de bastiment, ha de tenir orificis per a la seva fixaci\'f3 al suport.\par Toler\'e0ncies:\par - Di\'e0metre: \'b1 1%\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par PECES D'ACER:\par Subministrament: Empaquetades.\par Emmagatzematge: En llocs protegits contra els impactes, de la intemp\'e8rie i sense contacte amb el terra.\par PAPER KRAFT:\par Subministrament: En rotlles.\par Emmagatzematge: de manera que no s'alterin les seves condicions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par PECES D'ACER GALVANITZAT:\par UNE 7183:1964 M\'e9todo de ensayo para determinar la uniformidad de los recubrimientos galvanizados, aplicados a materiales manufacturados de hierro y acero.\par UNE 37501:1988 Galvanizaci\'f3n en caliente. Caracter\'edsticas y m\'e9todos de ensayo.\par PAPER KRAFT, PE\'c7A PER A SUPORT I VENTIL.LACI\'d3 O GANXO D'ACER INOXIDABLE:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL, C#*D#*E#*F# 1 .15 .15 C#*D#*E#*F# 1 3.1 3.1 C#*D#*E#*F# 1 2.15 2.15 C#*D#*E#*F#  LVAL- {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Tac i suport a\'efllant de nil\'f3 per a fixaci\'f3 mec\'e0nica de plaques a\'efllants.\par CARACTER\'cdSTIQUES GENERALS:\par La pe\'e7a ha de tenir les superf\'edcies netes, sense clivelles, rebaves o d'altres imperfeccions.\par La forma del tac i la seva textura ha de permetre la {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Tac i suport a\'efllant de nil\'f3 per a fixaci\'f3 mec\'e0nica de plaques a\'efllants.\par CARACTER\'cdSTIQUES GENERALS:\par La pe\'e7a ha de tenir les superf\'edcies netes, sense clivelles, rebaves o d'altres imperfeccions.\par La forma del tac i la seva textura ha de permetre la fixaci\'f3 sobre materials foradats i massissos.\par Les caracter\'edstiques mec\'e0niques del tac han de ser les adequades pel tipus de suport i la placa que cal fixar.\par El fabricant ha de lliurar, si se li demana, el certificat de garantia dels valors de resist\'e8ncia a l'arrencada, al tallament i a l'estabilitat dimensional.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetats.\par Emmagatzematge: en el seu env\'e0s, en llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALX6{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Bastiments de fusta, col\'b7locats directament sobre f\'e0brica.\par S'han considerat els tipus seg\'fcents:\par - Bastiments de base per a folrar\par - Bastiments de base per a pintar\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Col\'b7locaci\'f3 pr\'e8via , aplomat i anivellat\par - Fixaci\'f3 definitiva\par - Neteja i protecci\'f3\par CONDICIONS GENERALS:\par El bastiment ha d'estar ben aplomat, sense deformacions dels angles, al nivell i al pla previstos.\par No ha de gravitar cap tipus de c\'e0rrega sobre el bastiment.\par El bastiment ha d'estar travat a l'obra per mitj\'e0 d'ancoratges galvanitzats.\par Si els muntants del bastiment no s'encasten en el paviment, s'han de fixar a aquest paviment per mitj\'e0 de fixacions mec\'e0niques.\par Dist\'e0ncia entre ancoratges galvanitzats: <= 60 cm\par Dist\'e0ncia dels ancoratges galvanitzats als extrems: <= 30 cm\par Nombre ancoratges al cabir\'f3 superior:\par - Ampl\'e0ria 40 <= a <= 100 cm: 2\par - Ampl\'e0ria 100 <= a <= 175 cm: 3\par - Ampl\'e0ria > 175 cm: 4\par Encastament dels muntants en el paviment: >= 5 cm\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig: \'b1 10 mm\par - Nivell previst: \'b1 10 mm\par - Horitzontalitat: \'b1 1 mm\par - Aplomat: \'b1 3 mm\par - Pla previst del bastiment respecte a la paret: \'b1 2 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par El pla en qu\'e8 s'ha de col\'b7locar el bastiment hLVAL|+{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de paret de tancament o divis\'f2ria, amb peces per a revestir o d'una o dues cares vistes, col\'b7locades amb morter.\par S'han considerat els tipus seg\'fcents:\par - Paret de tancament recolzada\par - Paret de tancament passant\par - Paret divis\'f2ria\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de les parets\par - Col\'b7locaci\'f3 i aplomat de les mires de refer\'e8ncia a les cantonades\par - Marcat de les filades a les mires i estesa dels fils\par - Col\'b7locaci\'f3 de plomades en arestes i voladissos\par - Col\'b7locaci\'f3 de les peces humitejant-les i en filades senceres\par - Rep\'e0s dels junts i neteja del parament\par - Protecci\'f3 de l'estabilitat del mur enfront de les accions horitzontals\par - Protecci\'f3 de l'obra executada de la pluja, les gelades i de les temperatures elevades\par - Protecci\'f3 de l'obra de f\'e0brica dels cops, rascades i de les esquitxades de morter\par CONDICIONS GENERALS:\par La paret ha de ser no estructural.\par La paret ha de ser resistent a les accions laterals previstes d\'92acord l\'92article 5.4 del CTE-DB-F i la DT del projecte.\par Ha de ser estable, plana i aplomada.\par Les peces han d'estar col\'b7locades a trencajunt i les filades han de ser horitzontals.\par La paret ha d'estar travada en els acords amb altres parets.\par En les cantonades i trobades amb d\'92altres parets, el cavalcament de les peces no ha de ser m\'e9s petit que el trav\'e9s de la pe\'e7a.\par En l\'92execuci\'f3 de l\'92element s\'92han de complir les prLVAL,escripcions establertes en l\'92article 3 de la norma DB-SE-F, en especial les que fan refer\'e8ncia a la durabilitat dels component: peces, morters i armadures, en el seu cas, en funci\'f3 de les classes d\'92exposici\'f3.\par Les parets deixades vistes han de tenir una coloraci\'f3 uniforme, si la DF no fixa cap altra condici\'f3.\par Cavalcament de la pe\'e7a en una filada: >= 0,4 x gruix de la pe\'e7a, >= 40 mm\par Les obertures han de portar una llinda resistent.\par Els junts han de ser plens i sense rebaves.\par En les parets exteriors que quedin vistes, els junts horitzontals han d'estar matats per la part superior, si la DF no fixa altres condicions.\par Ha d'estar travada, excepte la paret passant, en els acords amb altres parets. Sempre que la modulaci\'f3 ho permeti, aquesta travada ha de ser per filades alternatives.\par En les parets de totxana, no hi ha d'haver forats de les peces oberts a l'exterior. Els punts singulars (cantonades, brancals, traves, etc.), han d'estar formats amb ma\'f3 calat de la mateixa modulaci\'f3.\par En els acords amb un sostre o amb qualsevol altre element estructural superior, cal que hi hagi un espai de 2 cm entre l'\'faltima filada i aquell element. Aquest espai s'ha d'haver reblert amb morter, un cop l'estructura hagi adoptat les deformacions previstes, i mai abans de 24 h d'haver fet la paret.\par Si hi ha regates, cal que siguin fetes amb m\'e0quina.\par Les dimensions de les regates han complir amb les especificacions del article 4.6.6 i de la taula 4.8 del DB-SE-F\par Gruix dels junts:\par - Morter ordinari o lleuger (UNE-EN 998-2): 8-15 mm\par - Morter de junt prim (UNE-EN 998-2): 1- 3 mm\par Dist\'e0ncia de l'\'faltima filada al sostre: 2 cm\par Les juntes dilataci\'f3 han de cumplir el article 2.2 i la taula 2.1 del DB-SE-F\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig d'eixos:\par - Parcials: \'b1 10 mm\par - Extrems: \'b1 20 mm\par - Planor:\par - Paret vista: \'b1 5 mm/2 m \par - Paret per revestir: \'b1 10 mm/2 LVAL-m \par - Horitzontalitat de les filades:\par - Paret vista: \'b1 2 mm/2 m; \'b1 15 mm/total\par - Paret per revestir: \'b1 3 mm/2 m; \'b1 15 mm/total\par - Al\'e7\'e0ria: \'b1 15 mm/3 m, \'b1 25 mm/total\par - Aplomat: \'b1 10 mm/3 m, \'b1 30 mm/total\par - Gruix dels junts: \'b1 2 mm\par - Dist\'e0ncia entre l'\'faltima filada i el sostre: \'b1 5 mm\par PARET DE TANCAMENT PASSANT:\par Ha d'estar ancorada a la paret de suport amb connectors que han de complir les especificacions fixades al seu plec de condicions.\par Cal que estigui recolzada sobre un element resistent cada dues plantes o a 800 cm d'al\'e7\'e0ria, com a m\'e0xim, si la DF no fixa cap altra condici\'f3.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C i sense pluges si la paret \'e9s exterior. Si es sobrepassen aquests l\'edmits, s'ha de revisar l'obra executada 48 h abans i s'han d'enderrocar les parts afectades.\par Si la paret \'e9s exterior i el vent superior a 50 km/h, s'han de suspendre els treballs i assegurar les parts que s'han fet.\par L'obra s'ha d'aixecar, si \'e9s possible, per filades senceres.\par Les peces s\'92han de col.locar refregant-les sobre un llit de morter, sempre que ho permeti la dimensi\'f3 de la pe\'e7a, fins que el morter sobresurti per els junts horitzontal i vertical.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin ni cedeixin aigua al morter.\par Les condicions d\'92execuci\'f3 han de complir amb el article 7 i 8 del DB-SE-F.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures <= 2,00 m2: No es dedueixen\par - Obertures > 2,00 m2 i <= 4,00 m2: Es dedueixen el 50%\par - Obertures > 4,00 m2: Es dedueixen el 100%\par Als forats que no es dedueixin, o que es dedueixin n LVAL~ parcialment, l\'92amidament inclou la feina de fer els retorns, com brancals. En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par Aquests criteris inclouen la col\'b7locaci\'f3 dels elements que configuren l'obertura, com \'e9s ara bastiments, excepte en el cas de forats de m\'e9s de 4,00 m2 en qu\'e8 aquesta col\'b7locaci\'f3 es compta a part.\par Inclouen l'execuci\'f3 de tots els treballs necessaris per a resoldre l'obertura, pel qu\'e8 fa a brancals i ampit, i s'utilitzaran, si cal, materials diferents dels que normalment conformen la unitat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par\pard\par }LVAL/{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Barreja d'un o m\'e9s conglomerants minerals amb granulats triats i additius especials.\par S'han considerat els tipus seg\'fcents:\par - Morter adhesiu\par - Morter sint\'e8tic de resines epoxi\par - Morter sec de ciment 1:4, amb additius plastificants\par - Morter d'anivellament\par - Morter refractari\par - Morter polim\'e8ric de ciment amb resines sint\'e8tiques i fibres\par - Morter de ram de paleta\par El morter d'anivellament \'e9s una barreja de granulats fins, ciment i additius org\'e0nics, que al afegir-li aigua forma una pasta fluida per escampar sobre terres existents i fer una capa de 2 a 5 mm de gruix de superf\'edcie plana i horitzontal amb acabat por\'f3s.\par El morter refractari \'e9s un morter de terres refract\'e0ries i aglomerant espec\'edfic per a resistir altes temperatures, utilitzat per a la col\'b7locaci\'f3 de maons refractaris a forns, llars de foc, etc.\par CARACTER\'cdSTIQUES GENERALS:\par No ha de tenir grumolls ni principis d'aglomeraci\'f3.\par ADHESIU PER A RAJOLES CER\'c0MIQUES:\par Mescla de conglomerants c\'e0rregues minerals i additius org\'e0nics que donen com a resultat una pasta adequada per a fixar revestiments cer\'e0mics en terres i parets situats en exterior o interior.\par S'han considerat els tipus seg\'fcents:\par - Adhesiu cimentos (C): Mescla de conglomerants hidr\'e0ulics, additius org\'e0nics i c\'e0rregues minerals, que s\'92han de barrejar amb aigua just abans d\'92utilitzar-se.\par - Adhesiu en dispersi\'f3 (D): Mescla de conglomerant org\'e0nic en forma de pol\'edmer en dispersi\'f3 aquosa, addLVAL0itius org\'e0nics i c\'e0rregues minerals, que es presenta llesta per a ser utilitzada.\par - Adhesiu de resines reactives (R): Mescla de resines sint\'e8tiques, additius org\'e0nics i c\'e0rregues minerals que el seu enduriment resulta d\'92una reacci\'f3 qu\'edmica, poden presentar-se en forma d\'92un o m\'e9s components.\par S\'92han considerat les classes seg\'fcents, en funci\'f3 de les caracter\'edstiques addicionals:\par - 1: Normal\par - 2. Millorat (compleix amb els requisits per a les caracter\'edstiques addicionals)\par - F: D\'92adormiment r\'e0pid\par - T: Amb lliscament redu\'eft\par - E: Amb temps obert perllongat (nom\'e9s per a adhesius cimentosos millorats i adhesius en dispersi\'f3 millorats).\par ADHESIU CIMENTOS (C):\par Caracter\'edstiques dels adhesius d\'92adormiment normal:\par - Adher\'e8ncia inicial (EN 1348): >= 0,5 N/mm2\par - Adher\'e8ncia despr\'e9s d\'92immersi\'f3 en aigua (EN 1348): >= 0,5 N/mm2\par - Adher\'e8ncia despr\'e9s d\'92envelliment amb calor (EN 1348): >= 0,5 N/mm2\par - Adher\'e8ncia despr\'e9s de cicles gel-desgel (EN 1348): >= 0,5 N/mm2\par - Temps obert: adher\'e8ncia (EN 1346): >= 0,5 N/mm2 (despr\'e9s de >= 20 min)\par Els adhesius d\'92adormiment r\'e0pid, han de complir a m\'e9s:\par - Adher\'e8ncia inicial (EN 1348): >= 0,5 N/mm2 (antes de las 24 h)\par - Temps obert: adher\'e8ncia (EN 1346): >= 0,5 N/mm2 (despr\'e9s de >= 10 min)\par Caracter\'edstiques especials:\par - Lliscament (EN 1308): <= 0,5 mm\par Caracter\'edstiques addicionals:\par - Alta adher\'e8ncia inicial (EN 1348): >= 1 N/mm2\par - Alta adher\'e8ncia despr\'e9s d\'92immersi\'f3 en aigua (EN 1348): >= 1 N/mm2\par - Alta adher\'e8ncia despr\'e9s de envelliment amb calor (EN 1348): >= 1 N/mm2\par - Alta adher\'e8ncia inicial despr\'e9s de cicles de gel-desgel (EN 1348): >= 1 N/mm2\par - Temps obert ampliat: adher\'e8ncia (EN 1346): >= 0,5 N/mm2 (despr\'e8s de 30 min)\par ADHESIUS EN DISPERSI\'d3 (D):\par Caracter\'edstiques fundamentals:\par - Adher\'e8ncia inicial (EN 13LVAL124): >= 1 N/mm2\par - Adher\'e8ncia despr\'e9s d\'92envelliment amb calor (EN 1324): >= 1 N/mm2\par - Temps obert: adher\'e8ncia (EN 1346): >= 0,5 N/mm2 (despr\'e9s de >= 20 min)\par Caracter\'edstiques especials:\par - Lliscament (EN 1308): <= 0,5 mm\par Caracter\'edstiques addicionals:\par - Adher\'e8ncia despr\'e9s d\'92immersi\'f3 en aigua (EN 1324): >= 0,5 N/mm2\par - Adher\'e8ncia a alta temperatura (EN 1324): >= 1 N/mm2\par - Temps obert ampliat: adher\'e8ncia (EN 1346): >= 0,5 N/mm2 (despr\'e8s de 30 min)\par ADHESIUS DE RESINES REACTIVES (R):\par Caracter\'edstiques fundamentals:\par - Adher\'e8ncia inicial (EN 12003): >= 2 N/mm2\par - Adher\'e8ncia despr\'e9s d\'92immersi\'f3 en aigua (EN 12003): >= 2 N/mm2\par - Temps obert: adher\'e8ncia (EN 1346): >= 0,5 N/mm2 (despr\'e9s de >= 20 min)\par Caracter\'edstiques especials:\par - Lliscament (EN 1308): <= 0,5 mm\par Caracter\'edstiques addicionals:\par - Adher\'e8ncia despr\'e9s del xoc t\'e8rmic (EN 12003): >= 2 N/mm2\par MORTER SINT\'c8TIC DE RESINES EPOXI:\par El morter sint\'e8tic de resines epoxi \'e9s un morter obtingut a partir d'una mescla de granulats inerts i d'una formulaci\'f3 epoxi en forma de dos components b\'e0sics: una resina i un enduridor.\par La formulaci\'f3 de l'epoxi ha de ser determinada per l\'92\'fas a que es destini el morter i la temperatura ambient i superficials del lloc on es col\'b7loqui. Aquesta formulaci\'f3 ha de ser aprovada per la DF.\par Mida m\'e0xima del granulat: <= 1/3 del gruix mitj\'e0 de la capa de morter\par Mida m\'ednima del granulat: >= 0,16 mm\par Proporci\'f3 granulat/resina (en pes) (Q): 3 <= Q <= 7\par MORTER SEC DE CIMENT AMB ADDITIUS PLASTIFICANTS:\par El morter sec de ciment amb additius plastificants \'e9s un morter de granulat fi, ciment p\'f2rtland i additiu plastificant per a barrejar amb aigua, formant una pasta apta per a construir parets de maons.\par Resist\'e8ncia a la compressi\'f3 al cap de 28 dies: >= 8 N/mm2\par Consist\'e8ncia (assentament al con d'Abrams): LVAL217 cm\par Percentatge de fins a la mescla seca (P): 20% <= P <= 10%\par Toler\'e0ncies:\par - Consist\'e8ncia (assentament al con d'Abrams): \'b1 20 mm\par MORTER POLIM\'c8RIC:\par El morter polim\'e8ric es un producte a base de ciment, resines sint\'e8tiques, fum de s\'edlice i fibres de poliamida, d'alta resist\'e8ncia mec\'e0nica que s'utilitza per a la reparaci\'f3 i regularitzaci\'f3 d'elements de formig\'f3.\par Granulometria: 0 - 2 mm\par Resist\'e8ncia a compressi\'f3 a 28 dies : 5 - 6 kN/m2\par Resist\'e8ncia a flexotracci\'f3 a 28 dies : 90 - 120 kg/m2\par MORTER DE RAM DE PALETA:\par Mescla formada per un o varis conglomerants inorg\'e0nics, granulats, aigua i addicions o additius (en el seu cas), per a f\'e0briques d\'92obra cer\'e0mica (fa\'e7anes, murs, pilars, envans) com a material d\'92uni\'f3 i rejuntat.\par S'han considerat els tipus seg\'fcents:\par - Morter d\'92us corrent (G): sense caracter\'edstiques especials\par - Morter per a junts i capes fines (T): Morter dissenyat amb una mida m\'e0xima del granulat menor o igual al valor que figura especificat\par - Morter de ram de paleta lleuger (L): Morter dissenyat que la seva densitat (endurit i sec), es inferior o igual al valor que figura especificat\par La classe del morter es defineix per la lletra M seguida del valor de la resist\'e8ncia a compressi\'f3 m\'ednima declarada per el fabricant en N/mm2.\par En els morters prescrits, el fabricant declarar\'e0 la proporci\'f3 de tots els components de la mescla, en volum o en pes.\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent:\par - Caracter\'edstiques dels morters frescos:\par - Temps d\'92us (EN 1015-9)\par - Contingut en ions clorur (EN-EN 1015-17): <= 0,1%\par - Contingut en aire (EN 1015-7) o (EN 1015-6) si s\'92han utilitzat granulats porosos\par - Caracter\'edstiques dels morters endurits:\par - Resist\'e8ncia a compressi\'f3 (EN 1015-11)\par - Resist\'e8nciLVAL3a d\'92uni\'f3 (adhesi\'f3) (EN 1052-3)\par - Absorci\'f3 d\'92aigua (EN 1015-18)\par - Permeabilitat al vapor d\'92aigua (EN 1745)\par - Densitat (morter endurit i sec) (EN 1015-10)\par - Conductivitat t\'e8rmica (EN 1745)\par - Durabilitat (resist\'e8ncia als cicles de gel/desgel) (comprovat segons les disposicions que li siguin aplicables)\par - Caracter\'edstiques addicionals per als morters lleugers:\par - Densitat (EN 1015-10): <= 1300 kg/m3\par - Caracter\'edstiques addicionals per als morters per a junts i capes fines:\par - Mida m\'e0xima del granulat (EN 1015-1): <= 2 mm\par - Temps obert o temps de correcci\'f3 (EN 1015-9)\par - Reacci\'f3 davant del foc:\par - Material amb contingut de mat\'e8ria org\'e0nica <= 1,0%: Classe A1\par - Material amb contingut de mat\'e8ria org\'e0nica > 1,0%: Classe segons UNE-EN 13501-1\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Subministrament: en envasos tancats herm\'e8ticament.\par Emmagatzematge: En el seu env\'e0s d'origen i en llocs secs, sense contacte directe amb el terra i protegit de la intemp\'e8rie, de manera que no se n'alterin les condicions inicials.\par Temps m\'e0xim d'emmagatzematge:\par - Morter adhesiu: 1 any\par - Morter amb resines sint\'e8tiques o morter polim\'e8ric: 6 mesos\par ADHESIU PER A RAJOLES CER\'c0MIQUES:\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par - Sistema 3: Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat pel laboratori notificat\par A l'embalatge o a l'albar\'e0 de lliurament han de constar-hi les dades seg\'fcents:\par - Nom del producte\par - Marca del fabricant i lloc d\'92origen\par - Data i codi de producci\'f3, caducitat i condicions d\'92emmagatzematge\par - Refer\'e8ncia a LVAL4la norma UNE-EN 12004\par - Tipus d\'92adhesiu, designat segons l\'92apartat 6 de la norma UNE-EN 12004\par - Marca CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par - Instruccions d\'92us:\par - Proporcions de la mescla\par - Temps de maduraci\'f3: interval de temps des del moment de fer la mescla i el moment en que est\'e0 llest per a ser aplicat\par - Vida \'fatil: interval de temps m\'e0xim en que el material pot ser utilitzat despr\'e8s de fer la mescla \par - M\'e8tode d\'92aplicaci\'f3\par - Temps obert\par - Temps que cal esperar des del rejuntat fins que es permeti la circulaci\'f3\par - \'c0mbit d\'92aplicaci\'f3\par MORTER DE RAM DE PALETA:\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par Morters dissenyats:\par - Sistema 2+: Declaraci\'f3 CE de conformitat del fabricant i Certificat del control de producci\'f3 en f\'e0brica em\'e8s per l\'92organisme d\'92inspecci\'f3\par Morters prescrits:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par A l'embalatge o a l'albar\'e0 de lliurament han de constar-hi les dades seg\'fcents:\par - Refer\'e8ncia a la norma UNE-EN 998-2\par - Nom del fabricant\par - Codi o data de fabricaci\'f3\par - Tipus de morter\par - Temps d\'92us\par - Contingut en clorurs\par - Contingut en aire\par - Proporci\'f3 dels components (morters prescrits)\par - Resist\'e8ncia a compressi\'f3 o classe de resist\'e8ncia a compressi\'f3\par - Resist\'e8ncia d\'92uni\'f3 (adhesi\'f3)\par - Absorci\'f3 d\'92aigua\par - Permeabilitat al vapor d\'92aigua\par - Densitat\par - Conductivitat t\'e8rmica\par - Durabilitat\par - Mida m\'e0xima del granulat\par - Temps obert o temps de correcci\'f3\par - Reacci\'f3 davant el foc\par - Marca CE de conformitat amb el que disposen els Reials Decrets 163LVAL&0/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par MORTER SEC, D\'92ANIVELLAMENT, REFRACTARI, POLIM\'c9RIC O DE RESINES:\par A l'env\'e0s hi ha de figurar les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Instruccions d'utilitzaci\'f3\par - Composici\'f3 i caracter\'edstiques del morter\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par ADHESIU PER A RAJOLES CER\'c0MIQUES:\par UNE-EN 12004:2001 Adhesivos para baldosas cer\'e1micas. Definiciones y especificaciones.\par UNE-EN 12004/A1:2002 Adhesivos para baldosas cer\'e1micas. Definiciones y especificaciones.\par MORTER DE RAM DE PALETA:\par UNE-EN 998-2:2004 Especificaciones para los morteros de alba\'f1iler\'eda. Parte 2: Morteros para alba\'f1iler\'eda.\par MORTER SEC, D\'92ANIVELLAMENT, REFRACTARI, POLIM\'c9RIC O DE RESINES:\par No hi ha normativa de compliment obligatori.\par\pard\par }e#55555 N   , 5 A9%}R>I D07JPASTES DE GUIXECBanc GISA Edificaci Obra Nova]!  CZMAQUINRIA ESPECIALEQBanc_GISA_Rehabilitaci_2008_v_# G CZ1EQUIPS AUXILIARSEQBanc_GISA_Rehabilitaci_2008_v^" G CZ17MAQUINRIA PER A RAIGS A PRESSIEQBanc_GISA_Rehabilitaci_2008_vo3/ G D07JPASTES DE GUIXECBanc GISA Edificaci Obra Nova]! G B6B1PERFILS METL.LICS PER A TANCAMENTS I DIVISRIES DE GUIX LAMINATETReforma CAP 'El Castell' . CasSO G B6BZBANDES ACUSTIQUES PER A TANCAMENTS I DIVISRIESETReforma CAP 'El Castell' . Cas~B> G B6BMATERIALS PER A TANCAMENTS I DIVISRIES DE GUIX LAMINATETReforma CAP 'El Castell' . CasIE G B6MATERIALS PER A TANCAMENTS I DIVISRIESETReforma CAP 'El Castell' . Cass73 G E65AENTRAMATS METL.LICS PER A DIVISRIES DE GUIX LAMINATPOReforma CAP 'El Castell' . CasHD G E65TANCAMENTS I DIVISRIES DE GUIX LAMINATPOReforma CAP 'El Castell' . Casu95 G B7CZMATERIALS AUXILIARS PER A AILLAMENTS TRMICS I ACSTICSETBanc GISA Edificaci Obra NovaJF G B844PLAQUES DE GUIX LAMINATETReforma CAP 'El Castell' . Casf*& G E843CELS RASOS DE PLAQUES DE FIBRES VEGETALSPOBanc GISA Edificaci Obra Novaw;7 G B843PLAQUES DE FIBRES VEGETALSETBanc GISA Edificaci Obra Novai-) G E84CELS RASOSPOBanc GISA Edificaci Obra NovaX G E844CELS RASOS DE PLAQUES DE GUIX LAMINATPOBanc GISA Edificaci Obra Novat84 G B7JZMATERIALS AUXILIARS PER A JUNTS I SEGELLATSETBanc GISA Edificaci Obra Novaz>: G B052GUIXOSETBanc GISA Edificaci Obra NovaU G B0A4VISOSETBanc GISA Edificaci Obra NovaT G B84MATERIALS PER A CELS RASOSETBanc GISA Edificaci Obra Novah,( G B84ZMATERIALS AUXILIARS PER A CELS RASOSETBanc GISA Edificaci Obra Novas73 G B0CPLAQUES, PLANXES I TAULERSINBanc GISA Edificaci Obra Novah,( G B0CCPLAQUES DE GUIX LAMINATETBanc GISA Edificaci Obra Novaf*& G BOGAFAMLIA OGAETVEN.2( G E3CDENCOFRAT PER A LLOSES DE FONAMENTSPOBanc GISA Edificaci Obra Novaq51 G E81ARREBOSSATS I ENGUIXATSPOBanc GISA Edificaci Obra Novae)% G E811ARREBOSSATSPOBanc GISA Edificaci Obra NovaZ G E894PINTAT D'ESTRUCTURESPOProjecte del Servei d'Emergncc'# G E89PINTATSPOProjecte del Servei d'EmergncU G E7C1ALLAMENTS AMORFSPOProjecte del Servei d'Emergnc`$ G B071MORTERS AMB ADDITIUSETProjecte del Servei d'Emergncc'# GZLVALja de ser segons el gruix que tingui l'acabat del parament. La manera de col\'b7locar el bastiment ha de fer possible la col\'b7locaci\'f3 posterior del tapajunts.\par S'ha de col\'b7locar amb l'ajuda d'elements que garanteixin la protecci\'f3 del bastiment contra els impactes durant tot el proc\'e9s constructiu i d'altres que mantinguin l'escairat fins que quedi ben travat a l'obra. En treure aquestes proteccions s'han de tapar els forats amb materials adequats (massilles, tacs, etc.)\par El bastiment s'ha de travar a la paret a mesura que aquesta es va pujant.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat amidada segons les especificacions de la D.T.\par La unitat d'obra no inclou el cost de la col\'b7locaci\'f3 del bastiment, que \'e9s imputable a la unitat d'obra d'execuci\'f3 de la paret on va col\'b7locat si la superf\'edcie del bastiment \'e9s igual o inferior a 4 m2, o a una unitat d'obra espec\'edfica de col\'b7locaci\'f3 de bastiments en altre cas.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL|A8{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 d'a\'efllament en solera, en revestiment de paraments, en reblert de cambres o projectat, amb materials sense forma especifica (granulats, escumes, formigons o morters).\par S'han considerat els tipus seg\'fcents:\par - A\'efllament en solera, inclosa la formaci\'f3 de mestres, de 10 a 20 cm de gruix i acabat remolinat, amb morter de perlita i ciment; morter de vermiculita i ciment; formig\'f3 cel\'b7lular sense granulats o amb formig\'f3 d'argila expandida\par - A\'efllament en revestiment de paraments de 2 a 4 cm de gruix amb morter de perlita i escaiola amb acabat lliscat; morter de perlita i (ciment o escaiola) o morter de vermiculita i ciment, amb acabat remolinat\par - A\'efllament projectat d'1 a 4 cm de gruix amb escuma de poliuret\'e0\par - A\'efllament en reblert de cambres de 4 a 10 cm de gruix amb perlita i vermiculita expandides; gr\'e0nuls de poliestir\'e8 expandit o de suro; flocs de fibra de vidre; o escuma d'urea formol\par - A\'efllament en solera de 10 a 20 cm de gruix amb argila expandida abocada en sec\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par A\'efllament en solera amb morter o formig\'f3, o en revestiments de paraments:\par - Neteja i preparaci\'f3 del suport\par - Estesa del material\par - Execuci\'f3 de l'acabat\par A\'efllament projectat:\par - Neteja i preparaci\'f3 del suport\par - Projecci\'f3 del material en v\'e0ries capes\par - Curat\par A\'efllament en reblert de cambres:\par - Rep\'e0s de les superf\'edcies que limiten la cambra\par - Aplicaci\'f3 del materiaLVAL9l\par A\'efllament en solera amb granulat abocat en sec:\par - Neteja i preparaci\'f3 del suport\par - Abocat del material\par CONDICIONS GENERALS:\par L'a\'efllament ha de ser continu i ha de cobrir tota la superf\'edcie per a\'efllar.\par En l'a\'efllament en reblert de cambres, l\'92a\'efllament ha de ser continu i ha de reblir totalment la cambra.\par Dosificaci\'f3 del material aplicat:\par +--------------------------------------------------------------------+\par \'a6Components: \'a6 Morter de \'a6 Morter de \'a6Formig\'f3 \'a6\par \'a6Contingut per m3 \'a6perlita i ciment \'a6vermiculita i ciment\'a6d'argila \'a6\par \'a6 \'a6 \'a6 \'a6expandida \'a6\par \'a6------------------\'a6-----------------\'a6--------------------\'a6----------\'a6\par \'a6Argila expandida \'a6 - \'a6 - \'a6 1000 l \'a6\par \'a6------------------\'a6-----------------\'a6--------------------\'a6----------\'a6\par \'a6Perlita expandida \'a6 1000 l \'a6 - \'a6 - \'a6\par \'a6------------------\'a6-----------------\'a6--------------------\'a6----------\'a6\par \'a6Vermiculita \'a6 - \'a6 1200 l \'a6 - \'a6\par \'a6expandida \'a6 \'a6 \'a6 \'a6\par \'a6------------------\'a6-----------------\'a6--------------------\'a6----------\'a6\par \'a6Ciment \'a6solera \'a6 aprox. 300 kg \'a6 aprox. 150 kg \'a6120-150kg \'a6\par \'a6P\'f2rtland\'a6parament \'a6 200-300 kg \'a6 aprox. 150 kg \'a6 - \'a6\par \'a6--------\'a6---------\'a6-----------------\'a6--------------------\'a6----------\'a6\par \'a6Aigua \'a6solera \'a6 aprox. 200 l \'a6 aprox. 270 l \'a6100-140 l \'a6\par \'a6 \'a6parament \'a6 280-290 l \'a6 aprox. 270 l \'a6 - \'a6\par +--------------------------------------------------------------------+\par Conductivitat t\'e8rmica:\LVAL:par - Formig\'f3 d'argila expandida en solera: <= 0,13 W/m K\par - Morter de perlita i ciment o morter de vermiculita i ciment en revestiment de paraments: <= 0,09 W/m K\par Resist\'e8ncia a la compressi\'f3:\par - Morter de perlita i ciment en solera: Aprox. 2 N/mm2\par - Morter de perlita i ciment en paraments: >= 1,3 N/mm2\par - Formig\'f3 d'argila expandida en solera: >= 2 N/mm2\par - Morter de vermiculita i ciment en solera i paraments: >= 0,5 N/mm2\par - Escuma de poliuret\'e0: Aprox. 0,2 N/mm2\par Toler\'e0ncies d'execuci\'f3:\par +-------------------------------------------------------+\par \'a6Forma de col\'b7locaci\'f3 \'a6 Planor \'a6 Aplomat \'a6 Gruix \'a6\par \'a6de l'a\'efllament \'a6 \'a6 \'a6 \'a6\par \'a6---------------------\'a6-----------\'a6------------\'a6--------\'a6\par \'a6Revestiment de \'a6\'b1 10 mm/2m \'a6 \'b1 10 mm/3m \'a6 - 1% \'a6\par \'a6paraments \'a6 \'a6 \'a6 + 5% \'a6\par \'a6---------------------\'a6-----------\'a6------------\'a6--------\'a6\par \'a6Solera \'a6 - \'a6 - \'a6 - 1% \'a6\par \'a6 \'a6 \'a6 \'a6 + 2% \'a6\par \'a6---------------------\'a6-----------\'a6------------\'a6--------\'a6\par \'a6Projectat \'a6 - \'a6 - \'a6 - 1% \'a6\par \'a6 \'a6 \'a6 \'a6 + 5% \'a6\par +-------------------------------------------------------+\par A\'cfLLAMENT EN SOLERA O EN REVESTIMENT DE PARAMENTS:\par Ha de tenir un aspecte uniforme i sense defectes.\par La superf\'edcie del revestiment ha de tenir la planor i l'aplomat previstos.\par A\'cfLLAMENT PROJECTAT:\par L'a\'efllament ha de quedar ben adherit al suport.\par Ha de tenir un aspecte uniforme i sense defectes.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par A\'cfLLAMENT AMB MORTER O FORMIG\'d3:\par La mescla ha d'estar preparada de manera que en resulti una barreja homLVAL;og\'e8nia i sense segregacions.\par S'ha d'aplicar abans que s'hagi iniciat el proc\'e9s d'adormiment.\par Per al morter la temperatura de treball ha de ser >= 5\'b0C.\par A\'cfLLAMENT EN SOLERA O REVESTIMENT DE PARAMENTS:\par El suport ha de ser net.\par L'a\'efllament s'ha de protegir de la pluja durant i despr\'e9s de la col\'b7locaci\'f3.\par A\'cfLLAMENT PROJECTAT:\par S'ha de treballar amb vents inferiors a 20 km/h i amb una humitat ambiental inferior al 80%.\par El suport ha d'estar net i no hi ha d'haver mat\'e8ries estranyes (pols, greixos, olis, etc.).\par El grau d'humitat del suport ha d'estar dins dels l\'edmits especificats pel fabricant i la temperatura entre 10\'b0C i 40\'b0C.\par - Pendent:\par +--------------------------------+\par \'a6Forma de col\'b7locaci\'f3 \'a6 Pendent \'a6\par \'a6de la membrana \'a6 \'a6\par \'a6---------------------\'a6----------\'a6\par \'a6Adherida o \'a6 >= 1% \'a6\par \'a6semiadherida \'a6 <= 30% \'a6\par \'a6---------------------\'a6----------\'a6\par \'a6Sense adherir \'a6 <= 3% \'a6\par \'a6---------------------\'a6----------\'a6\par \'a6Clavada \'a6 >= 30% \'a6\par +--------------------------------+\par A\'cfLLAMENT EN REBLERT DE CAMBRES:\par El proc\'e9s d'injecci\'f3 s'ha de fer mitjan\'e7ant una m\'e0quina especial i s'han de seguir les instruccions donades pel fabricant per tal de garantir el rebliment total de la cambra.\par S'ha de comen\'e7ar per la part inferior del parament.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par A\'cfLLAMENT AMB ESPECIFICACI\'d3 D\'92ON S\'92APLICA:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a buits en a\'efllaments en solera o en revestiment de paraments, d'acord amb els criteris seg\'fcents:\par - Obertures d'1 m2 com a m\'e0xim: No es dedueix\par - Obertures de m\'e9s d'1 m2: Es dedueix el 100%\par A\'cfLLAMENT AMB N\'d2DULS DE LLANA DE VIDRE:\par kg mesurats segons les LVAL( especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par A\'cfLLAMENT AMB FORMIG\'d3, GRANULATS O ESCUMES:\par Ordre de 27 d'abril de 1987 per la qual s'aproba la Norma Reglament\'e0ria d'Edificaci\'f3 sobre A\'efllament T\'e8rmic.\par A\'cfLLAMENT AMB MORTER DE PERLITA I ESCAIOLA:\par Orden de 31 de mayo de 1985 por la que se aprueba el Pliego general de condiciones para la Recepci\'f3n de Yesos y escayolas en las obras de construcci\'f3n RY-85.\par\pard\par }Σ N  ˲ `W%&?(\B)@&†?|Pk'@&†(@ @@@E2212872Excavaci rebaix roca tova,martell trenc.,crr.mec.x@m3E2212872POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?Q.@&†'@m#@' &-@9@@E7851510Impermeabi.param.+ cautx lquid,dotaci=2,5kg/m2,p/imprim._@m2E7851510POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?\(\ @?333333?ݓ @@@E4425124Acer A/42-B,p/ancor.,galv.,perf.lam.L,LD,T,rod,quad.,rectang.,treb.taller+col.a obra@kgE4425124PONova construcci IES 3/2 SitgeVEN.34**ysnl >&?(\BV@ 8@N@&1U@@@EAN5AL03Bastiment de base AL.3@ uEAN5AL03POProjecte del'ampliaci i reforVEN.3ysnl >&?(\BV@ 8@N@&1U@@@EAN5AL02Bastiment de base AL.2@ uEAN5AL02POReforma CAP 'El Castell' . CasVEN.3ysnl >&?zGa8@@,`o0@I)7@R@@E844U001Aplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revesti@#{m2E844U001POProjecte del'ampliaci i reforVEN.3C99ysnl >&?Qx0@6;N@ rh#@_Q/@Qr@@E84421AACel ras guix laminat,g=10mm,120x60cm,vinlic,desmunt.,vist,barra roscada@"{m2E84421AAPOReforma CAP 'El Castell' . CasVEN.3'ysnl >&?(\:@>yX5 @{G2@2ı.N9@N@@E843U253Cel ras fibres veget.,acabat fibra veget. 60x120cm,g=35mm,entramat vist,cantell recte@6m2E843U253POProjecte del'ampliaci i reforVEN.34**ysnl >&?Q84@jq"@\Z {$@c 3@O@@E844101ACel ras guix laminat,g=10mm,fix,ocult,barra roscada@6m2E844101APOBanc GISA Edificaci Obra NovaVEN.3ysnl >&?(\R@t"@CKO@ߡ(UR@b@@E8J35B7UCoronament paret amp=28-45cm i g=6cm.,p.artif.blanca,polida,2escaire,mort.1:8@mE8J35B7UPOProjecte del'ampliaci i reforVEN.3*  ysnl >&?zG!8@ +3@"@m7@@@E3CDC100Encofrat taulons p/llosa fonam.9@m2E3CDC100POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?L&@%@%@=@@E7C124A0All.amorf projec. g=4cm poliuret 35kg/m3h@ m2E7C124A0POProjecte del Servei d'EmergncVEN.3 ysnl >BLVALFϲϲϲϲω0PPPPPl z   \ s + ~LLeeeeeeeeeqƬŬŬO{F1Joc d'accessoris d'acer inox pba progama 2000 amb placa 180xJoc d'accessoris d'acer inox pba progama 2000 amb placa 180x180, manetRajola cermMorter monMaterial per a rejuntat de rajoles cermiMaterial per a rejuntat de rajoles cermiques CG2 segons norma UNE-EN 13888, blancaMorter monocapa de ciment i additius amb granulat seleccionat per a acabat raspatLmina de betum modificat amb autoprotecci mineral LBM (SBS) 50/G-FP amb armadura de feltre de polister de 190 g/m2Mquina de raig d'aigua a pressiRajola cermica fina de forma rectangular i elaboraci mecnica, de 28x14x1 cm, de color vermellDisposici controlada a monodipsit, de terresPala carregadora petita, sobre pneumticsOlivera ( olea europea ) d'alria 2.5 a 3 m, en contenidorTerra vegetal adobada i garbellada, a granelGrava de granulat reciclat de formig de 20 a 40 mmMinicarregadora sobre pneumtics, amb accessori retroexcavador de 25 a 39 cm d'amplriaJoc d'accessoris d'acer inox pba progama 2000 amb placa 180x180, manetes L d.20, per pany amb clau ( 28BSR02IM) o similarPerfil de xapa d'acer galvanitzat de 35x15mm, fixat mecnicament a parament de guix laminatTauler de fibres de fusta i resines sinttiques, de densitat mitjana, hidrfug, de 6 mm de gruixTauler de fibres de fusta i resines sinttiques, de densitat mitjana, hidrfug, de 16 mm de gruixMa foradat senzill de 290x140x40 mm, categoria I, LD, segons la norma UNE-EN 771-1Placa de guix laminat de 15 mm de gruixBastiment de base de pared per a porta de fusta, per a una llum de bastiment de 80 cm d'amplria i 225 cm d'alriaMaterial per a rejuntat de rajoles cermiques CG1 segons norma UNE-EN 13888, de colorRajola de gres premsat esmaltat de forma rectangular, de 16 a 25 peces/m2, preu altPelfut arrissat de vinil de gruix 14 mm i amb base de PVCSorra de pedrera de pedra grantica, de 0 a 5 mmTerratzo classe 2A, per a recrescuda del suport de pavimentsCantonera de protecci d' enrajolat d' alumini lacat blancMorter adhesiu tipus C1 segons norma UNE-EN 12004Rajola de valncia de forma rectangular, de 16 a 25 peces/m2, preu altMaterial per a rejuntat de rajoles cermiques CG1 segons norma UNE-EN 13888, blancaTac de nil de 6 a 8 mm de dimetre, amb visMuntant de planxa d'acer galvanitzat, en paraments verticals amb perfils entre 46 i 55 mm d'amplriaCanal de planxa d'acer galvanitzat, en paraments horitzontals amb perfils entre 46 i 55 mm d'amplriaBanda acstica autoadhesiva fins a 50 mm. d'amplria per a junts de plaques de guix laminatPea de pedra artificial de morter de ciment blanc, polida, per a coronament de parets de 28 a 45 cm d'amplada i 6 cm de gruix, amb goter, i amb dos cantells en escaireTac i suport de nil per a fixar materials allants de 40 mm de gruix com a mximPlaca de guix laminat per a cels rasos de 10 mm de gruix, amb acabat vinlic, de 120x60 cmEntramat metl.lic vist amb suspensi autoanivelladora de barra roscada, per a cel ras de plaques de 60x120 cmEntramat metl.lic vist lacat amb suspensi autoanivelladora de barra roscada, preu mitj, per a cel ras de plaques de 60x120 cmPlaca de cel ras de fibres vegetals fonoabsorbents, acabat fibra vegetal de viruta de fusta ablomerada amb magnesita tipus Herakustic o equivalent, de 60x120 cm i 35 mm de gruix, per a entramat vist lacat, amb cantell recte Cinta de paper resistent per a junts de plaques de guix laminatGuix amb additius per agafar perfils i plaques, segons norma UNE-EN 14496Visos per a plaques de guix laminatMassilla per a junt de plaques de cartr-guixEntramat metl.lic ocult amb suspensi autoanivelladora de barra roscada, per a cel rasPlaca de guix laminat de 10 mm de gruixEscuma formada per poliuret de densitat 35 kg/m3, preparada per a projectarLVALZ{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Conjunt de perfils de secci\'f3 rectangular, de fusta de pi, que una vegada folrats han de formar el bastiment de la porta o de l'armari.\par CARACTER\'cdSTIQUES GENERALS:\par La fusta no ha de tenir d'altres defectes que els que s'esmenten com a admissibles.\par Els perfils no han de tenir nusos morts.\par La uni\'f3 dels perfils ha de ser emmetxada i encolada.\par Ha de complir les condicions requerides per la D.F.\par Escairada m\'ednima dels perfils (Gruix x ampl\'e0ria):\par - Bastiment d'env\'e0: 60 x 30 mm\par - Bastiment de pared\'f3: 110 x 30 mm\par - Bastiment 3/4: 145 x 30 mm\par Escairada m\'ednima dels perfils:\par - Bastiment d'env\'e0: 55 x 45 mm\par - Bastiment de pared\'f3: 110 x 45 mm\par - Bastiment 3/4: 145 x 45 mm\par Di\'e0metre dels nusos sans (UNE_EN 1310): <= 2/3 de la seva cara\par Superf\'edcie de fongs blaus: <= 20% de la pe\'e7a\par Llarg\'e0ria de les fissures superficials produ\'efdes per l'assecatge (UNE_EN 1310): <= 5% de la pe\'e7a\par Humitat dels perfils (H) (UNE 56-529)\par - Portes interiors: 7% <= H <= 11%\par - Portes exteriors: 10% <= H <= 15%\par Difer\'e8ncia d'humitat entre les fustes emmetxades (UNE 56-529): < 6%\par Resist\'e8ncia a l'arrancament de cargols (UNE 56-851):\par - Portes interiors:\par - Resist\'e8ncia mitjana: 550 N\par - Resist\'e8ncia m\'ednima: 500 N\par - Portes d'entrada a vivendes i portes exteriors:\par - Resist\'e8ncia mitjana: 1000 N\par - Resist\'e8ncia m\'edndHvv q əTA/?І@І@І@І@@@@c de Tecnal e Fx__BAF7ALR4Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi5@-uBAF7ALR4ETVEN.3AA77777333333)' 0?@@@@@@@20ELE_SIS_ID___BAF3ALR3Finestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi (@uBAF3ALR3ETVEN.3VEN.3KAA77777333333)' 0?@@@@@@@ de Tecnal s Fxi__BAF3ALR2Finestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi *@uBAF3ALR2ETVEN.3VEN.3KAA77777333333)' 0?333333?333333?333333?333333? @__B0F74240Ma foradat senzill,290x140x40mm,categoria I,LD,UNE-EN 771-1U@/=uB0F74240ETB0F74240Banc GISA Edificaci Obra NovaVEN.3_UU       0?RQ@RQ@RQ@RQ@Z@__B0CC5000Placa de guix laminat g=15mm)@.=m2B0CC5000ETVEN.2VEN.3 0?>@>@>@>@@>@e 80 cm d'amplria i 225 cm __BANAU186Bast.pared porta f. p/llum bast.=80cmx215cmv@-=uBANAU186ETVEN.2VEN.3   0?)\(@)\(@)\(@)\(@Z@__B9U6U005Scol sorra+pols marbre+resines polister,h=7cm,g=7mm,color llis@ mB9U6U005ETVEN.2VEN.3' 0?333333#@333333#@333333#@333333#@@@ relleu semiesfric __B9P2UTARLmina vinlica d'1,3 mm.Tarkolay o equivalent, amb fibra de vidre i revers amb relleu semiesfric p@m2B9P2UTARETVEN.2VEN.3MCC99999555555+' 0?<@<@<@<@@@ rotlle, amb classif__B9P2U020Lmina de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classifica@m2B9P2U020ETVEN.2VEN.3MCC99999555555+' 0? ףp= ? ףp= ? ףp= ? ףp= ?@D = "____"bra Nova|@< GG __B9PZ1400Cord PVC D=4mm"Cord de PVC de 4 mm de dimetremB9PZ1400ETB9PZ1400Banc GISA Edificaci Obra NovaVEN.3TJJ 0?Q@Q@Q@Q@@`um @P __B0901000Adhesiu dispers.aquosaAdhesiu en dispersi aquosakgB0901000ETB0901000Banc GISA Edificaci Obra NovaVEN.3XNN LVALO+A{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Preparaci\'f3 i aplicaci\'f3 d'un recobriment de pintura sobre superf\'edcies de materials diversos mitjan\'e7ant diferents capes aplicades en obra.\par S\'92han considerat els tipus de superficies seg\'fcents:\par - Superf\'edcies de fusta\par - Superf\'edcies met\'e0l\'b7liques (acer, acer galvanitzat, coure)\par - Superf\'edcies de ciment, formig\'f3 o guix\par S'han considerat els elements seg\'fcents:\par - Estructures\par - Paraments\par - Elements de tancament practicables (portes, finestres, balconeres)\par - Elements de protecci\'f3 (baranes o reixes)\par - Elements de calefacci\'f3\par - Tubs\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la superf\'edcie a pintar, fregat de l\'92\'f2xid i neteja pr\'e8via si \'e9s el cas, amb aplicaci\'f3 de les capes d'emprimaci\'f3, de protecci\'f3 o de fons, necess\'e0ries i del tipus adequat segons la composici\'f3 de la pintura d'acabat\par - Aplicaci\'f3 successiva, amb els intervals d\'92assecat, de les capes de pintura d'acabat\par CONDICIONS GENERALS:\par En el revestiment no hi ha d'haver fissures, bosses ni d'altres defectes.\par Ha de tenir el color, la brillantor i la textura uniformes.\par A les finestres, balconeres i portes, s'admet que s'hagin protegit totes les cares per\'f2 que nom\'e9s s'hagin pintat les visibles.\par PINTAT A L'ESMALT:\par Gruix de la pel\'b7l\'edcula seca del revestiment: >= 125 micres\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs si es donenLVALB les condicions seg\'fcents:\par - Temperatures inferiors a 5\'b0C o superiors a 30\'b0C\par - Humitat relativa de l'aire > 60%\par - En exteriors: Velocitat del vent > 50 km/h, Pluja\par Si un cop realitzats els treballs es donen aquestes condicions, s'ha de revisar la feina feta 24 h abans i s'han de refer les parts afectades.\par Les superf\'edcies d'aplicaci\'f3 han de ser netes i sense pols, taques ni greixos.\par S'han de corregir i eliminar els possibles defectes del suport amb massilla, segons les instruccions del fabricant.\par No es pot pintar sobre suports molt freds ni sobreescalfats.\par El sistema d'aplicaci\'f3 del producte s'ha d'escollir d'acord amb les instruccions del fabricant i l'autoritzaci\'f3 de la DF.\par Quan el revestiment estigui format per mes d'una capa, la primera capa s'ha d'aplicar lleugerament dilu\'efda, segons les instruccions del fabricant.\par S'han d'evitar els treballs que desprenguin pols o part\'edcules prop de l'\'e0rea a tractar, abans, durant i despr\'e9s de l'aplicaci\'f3.\par No s'admet la utilitzaci\'f3 de procediments artificials d'assecatge.\par SUPERF\'cdCIES DE FUSTA:\par La fusta no ha d'haver estat atacada per fongs o insectes, ni ha de tenir d'altres defectes.\par El contingut d'humitat de la fusta, mesurat en diferents punts i a una fond\'e0ria m\'ednima de 5 mm, ha de ser inferior a un 15% per a con\'edferes o fustes toves i a un 12% per a frondoses o fustes dures.\par S'han d'eliminar els nusos mal adherits i substituir-los per falques de fusta de les mateixes caracter\'edstiques. Els nusos sans que tenen exsudaci\'f3 de resina s'han de tapar amb goma laca.\par Abans de l'aplicaci\'f3 de la 1\'b0 capa s'han de corregir i eliminar els possibles defectes amb massilla, segons les instruccions del fabricant; passar paper de vidre en la direcci\'f3 de les vetes i eliminar la pols.\par SUPERF\'cdCIES MET\'c0L\'b7LIQUES (ACER, ACER GALVANITZAT, COURE):\par Les superf\'edcies d'aplicaci\'f3 han de ser netes i sense pols, taques, greixos ni \'f2xid.\LVALCpar En superf\'edcies d'acer, s'han d'eliminar les possibles incrustacions de ciment o de cal\'e7 i s'ha de desgreixar la superf\'edcie. Tot seguit s'han d'aplicar les dues capes d'emprimaci\'f3 antioxidant. La segona s'ha de tenyir lleugerament amb pintura.\par En el cas d\'92estructures d\'92acer s\'92han de tenir en compte les seg\'fcents consideracions:\par - Abans d\'92aplicar la capa d\'92emprimaci\'f3 les superf\'edcies a pintar han d\'92estar preparades adequadament d\'92acord amb les normes UNE-EN ISO 8504-1, UNE-EN ISO 8504-2 i UNE-EN ISO 8504-3.\par - Si s\'92aplica m\'e9s d\'92una capa s\'92ha d\'92utilitzar per a cadascuna un color diferent.\par - Despr\'e9s de l\'92aplicaci\'f3 de la pintura les superf\'edcies s\'92han de protegir de l\'92acumulaci\'f3 d\'92aigua durant un cert temps.\par SUPERF\'cdCIES DE CIMENT, FORMIG\'d3 O GUIX:\par La superf\'edcie no ha de tenir fissures ni parts engrunades.\par El suport ha d'estar suficientment sec i endurit per tal de garantir una bona adher\'e8ncia. Ha de tenir una humitat inferior al 6% en pes.\par S'han de neutralitzar els \'e0lcalis, les efloresc\'e8ncies, les floridures i les sals.\par Temps m\'ednim d'assecatge de la superf\'edcie abans d'aplicar la pintura:\par - Guix: 3 mesos (hivern); 1 mes (estiu)\par - Ciment: 1 mes (hivern); 2 setmanes (estiu)\par En superf\'edcies de guix, s'ha de verificar l'adher\'e8ncia del lliscat de guix.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par PINTAT D'ESTRUCTURES, PARAMENTS DE FUSTA O D\'92ACER O PORTES ENROTLLABLES:\par m2 de superf\'edcie realment pintada segons les especificacions de la DT.\par Cal considerar el desenvolupament del per\'edmetre.\par Deducci\'f3 de la superf\'edcie corresponent a obertures:\par - Obertures <= 1 m2: No es dedueix\par - Obertures entre 1 i 2 m2: Es dedueix el 50%\par - Obertures > 2 m2: Es dedueix el 100%\par Aquest criteris inclouen la neteja dels elements que configuren l'obertura com \'e9s ara, bastiments que s'hagin embrutat.\par PINTAT DE PARAMENTS DE CIMENT LVALO GUIX, FINESTRES, BALCONERES, PORTES VIDRIERES, CEGUES O EXTENSIBLES:\par m2 de superf\'edcie real amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures d\'92acord amb els criteris seg\'fcents:\par - Obertures <= 4 m2: No es dedueixen\par - Obertures > 4 m: Es dedueix el 100%\par Aquests criteris inclouen la superf\'edcie dels paraments laterals de l\'92obertura en una fond\'e0ria de 30 cm, com a m\'e0xim, excepte en el cas d\'92obertures de m\'e9s de 4,00 m2, en que aquesta superf\'edcie s\'92ha d\'92amidar expressament.\par Inclouen igualment la neteja dels elements que configuren l\'92obertura, com ara bastiments que s\'92hagin embrutat.\par Deducci\'f3 de la superf\'edcie corresponent a l'envidrament per a peces amb una superf\'edcie envidrada de:\par - M\'e9s d'un 75% del total: Es dedueix el 50%\par - Menys del 75% i m\'e9s del 50% del total: Es dedueix el 25%\par - Menys del 50% del total o amb barretes: No es dedueix\par En les portes extensibles, la superf\'edcie s'ha d'incrementar el 50%\par PINTAT D\'92ELEMENTS DE PROTECCI\'d3 O ELEMENTS DE CALEFACCI\'d3:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par PINTAT DE TUBS O PINTAT O ENVERNISSAT DE PASSAM\'c0:\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par PINTAT D\'92ESTRUCTURES D\'92ACER:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Acero DB-SE-A\par PER A LA RESTA D'ELEMENTS:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALM{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Lloseta de clorur de polivinil homogeni per a revestiment de terres.\par CARACTER\'cdSTIQUES GENERALS:\par No ha de tenir ruptures, escantonaments, difer\'e8ncies de tonalitat ni d'altres defectes superficials.\par Ha de tenir un color i una textura uniformes en tota la superf\'edcie.\par Els angles i les arestes han de ser rectes.\par La lloseta ha de ser flexible i ha de complir les condicions de qualitat de la norma UNE 53-297.\par Desgast, p\'e8rdua de pes i volum (CSTB-UPEC): Segons classificaci\'f3 lloseta\par Punxonament (CSTB-UPEC): Classificaci\'f3 P3\par Comportament enfront de l'aigua (CSTB-UPEC): Classificaci\'f3 E 2/3\par Comportament enfront dels agents qu\'edmics (CSTB-UPEC): Classificaci\'f3 C2\par Resist\'e8ncia al foc (UNE-EN 13501-1): CFL-s2\par Estabilitat dimensional (UNE 53-224): <= 0,25%\par Ha de tenir, determinades pel laboratori d'assaigs homologat, les caracter\'edstiques seg\'fcents, d'acord amb la seva classificaci\'f3 UPEC:\par - Forma i dimensions de la lloseta (UNE 53-221)\par - Massa total\par - Curvatura a causa de la calor (UNE 53-296)\par - Flexibilitat (UNE 53-223)\par - Mat\'e8ries vol\'e0tils (UNE 53-285)\par - Estabilitat dels colors a la llum (UNE 53-235)\par - A\'efllament ac\'fastic contra el so d'impacte (UNE 74-040)\par - Punxonament est\'e0tic, deformaci\'f3 residual a les 24 h (UNE 53-227)\par Toler\'e0ncies:\par - Mides nominals: \'b1 0,5 mm\par - Gruix: \'b1 0,1 mm\par - Angles rectes (amidats a l'extrem del costat): <= 0,35 mm\par - Rectitud d'arestes: <= 0,35 mm\par\par 2.- CONDICIONS DE SLVALFt\par - Aplicaci\'f3 de l'imprimaci\'f3, en el seu cas\par - Execuci\'f3 de la membrana per varies capes\par - Resoluci\'f3 dels elements singulars (angles, junts, acords, etc.)\par - Rep\'e0s dels junts\par Membrana fixada mec\'e0nicament:\par - Neteja i preparaci\'f3 del suport\par - Execuci\'f3 de la membrana per varies capes\par - Resoluci\'f3 dels elements singulars (angles, junts, acords, etc.)\par CONDICIONS GENERALS:\par El conjunt de la membrana ha de cobrir tota la superf\'edcie per impermeabilitzar.\par La membrana col\'b7locada ha d'estar formada, en tota la seva extensi\'f3, per les capes superposades previstes.\par En la membrana formada per l\'e0mines amb autoprotecci\'f3, aquestes han de quedar col\'b7locades en la capa exterior.\par Ha de tenir un aspecte superficial pla i regular.\par Ha de ser estanca.\par MEMBRANA FORMADA PER L\'c0MINES, ARMADURES BITUMINOSES O FULLS D\'92ALUMINI:\par Totes les capes que formen la membrana han de quedar adherides entre elles.\par La membrana col\'b7locada adherida, ha de quedar adherida al suport en tota la superf\'edcie.\par La membrana col\'b7locada semiadherida ha de quedar parcialment adherida al suport per punts distribu\'efts uniformement.\par Els acords de la membrana amb els paraments verticals han de ser aixamfranats o corbats.\par Les l\'e0mines han de cavalcar entre elles i protegir el sentit del recorregut de l'aigua.\par En les membranes formades per una sola l\'e0mina, aquests cavalcaments no han de coincidir amb els aiguafons ni amb els junts de dilataci\'f3 de la capa de pendents.\par Els cavalcaments han d'anar soldats en tota la seva llarg\'e0ria.\par En les membranes formades per l\'e0mines adherides amb oxiasfalt, les capes d'oxiasfalt han de ser continues.\par Les diferents l\'e0mines superposades han d'estar col\'b7locades a trencajunt.\par No hi ha d'haver bosses d'aire entremig de les l\'e0mines.\par Angles (acord aixamfranat):\par - Base : >= 5 cm\par - Al\'e7\'e0ria : >= 5 cm\par Radi (acord de mitjacanya): >= 5 cm\par LVALGDotaci\'f3 per capa:\par +---------------------------------------------------+\par \'a6 \'a6 Denominaci\'f3 \'a6 Dotaci\'f3 per capa \'a6\par \'a6 \'a6 material \'a6 (kg/m2) \'a6\par \'a6-----------\'a6-------------------\'a6-------------------\'a6\par \'a6 Component \'a6LO-20-FV, LBM-24 \'a6 >= 2,2 \'a6\par \'a6 membrana \'a6LO-30, LO-30/M \'a6 >= 2,7 \'a6\par \'a6 \'a6LO-40, LO-40/M \'a6 >= 3,6 \'a6\par \'a6 \'a6LBM-30, LBM-30/M \'a6 >= 2,8 \'a6\par \'a6 \'a6LBM-40, LBM-40/G \'a6 >= 3,8 \'a6\par \'a6 \'a6LBM-48 \'a6 >= 4,5 \'a6\par \'a6 \'a6LBM-50/G \'a6 >= 4,8 \'a6\par \'a6 \'a6LAM-3 \'a6 >= 4,2 \'a6\par \'a6 \'a6AB-FO \'a6Valor m\'ednim segons \'a6\par \'a6 \'a6 \'a6capa i/o membrana \'a6\par \'a6 \'a6Full alumini \'a6 >= 0,124 \'a6\par \'a6 \'a650 micres \'a6 \'a6\par \'a6 \'a6Full alumini \'a6 >= 0,2 \'a6\par \'a6 \'a680 micres \'a6 \'a6\par \'a6-----------\'a6-------------------\'a6-------------------\'a6\par \'a6Material \'a6Oxiasfalt OA \'a6 >= 1,5 \'a6\par \'a6adhesi\'f3 \'a6M\'e0stic modificat \'a6Valor m\'ednim segons \'a6\par \'a6 \'a6MM-II B \'a6capa i/o membrana \'a6\par \'a6-----------\'a6-------------------\'a6-------------------\'a6\par \'a6Imprimaci\'f3 \'a6Emulsi\'f3 bituminosa \'a6 >= 0,3 \'a6\par \'a6pr\'e8via \'a6 ED \'a6 \'a6\par +---------------------------------------------------+\par Despla\'e7ament de les l\'e0mines superposades:\par +-----------------------------------------------------+\par \'a6Nombre components\'a6 Despla\'e7ament \'a6\par \'a6LVALH-----------------\'a6-----------------------------------\'a6\par \'a6 2 \'a6 >= 1/2 de l'ampl\'e0ria de la l\'e0mina \'a6\par \'a6 3 \'a6 >= 1/3 de l'ampl\'e0ria de la l\'e0mina \'a6\par \'a6 4 \'a6 >= 1/4 de l'ampl\'e0ria de la l\'e0mina \'a6\par +-----------------------------------------------------+\par Toler\'e0ncies d'execuci\'f3:\par - Nivells: \'b1 15 mm\par MEMBRANA FORMADA PER L\'c0MINES O ARMADURES BITUMINOSES:\par La membrana ha de cavalcar sobre els paraments verticals 15 cm com a m\'ednim i ha de quedar ben adherida en aquesta prolongaci\'f3. Pr\'e8viament s'ha de donar una m\'e0 d'imprimaci\'f3 a la paret.\par Els junts de dilataci\'f3 de la capa de pendents han de portar un material de reblert el\'e0stic, compresible i compatible qu\'edmicament amb els components de la impermeabilitzaci\'f3. La l\'e0mina ha de ser cont\'ednua sobre el junt.\par Els acords amb els paraments verticals, buneres i altres elements que traspassin la membrana, han d'anar refor\'e7ats segons les especificacions fixades al seu plec de condicions.\par Cavalcament membranes de v\'e0ries l\'e0mines: >= 8 cm\par Cavalcaments membranes d\'92una l\'e0mina:\par - Pendents = 0 o l\'e0mines autoprotegides: >= 12 cm\par - Pendents > 0 o l\'e0mines sense protecci\'f3:\par - Longitudinals: >= 8 cm\par - Transversals: >= 10 cm\par Toler\'e0ncies d'execuci\'f3:\par - Cavalcaments: \'b1 20 mm\par MEMBRANA FIXADA MEC\'c0NICAMENT:\par Els elements de la membrana han de quedar fixats s\'f2lidament al suport amb tatxes d'acer.\par En les membranes formades per una l\'e0mina bituminosa, abans de col\'b7locar les plaques, el suport ha de quedar cobert per la l\'e0mina.\par Les cabotes de les tatxes han de quedar sempre cobertes per un gruix de placa.\par Les plaques han de cavalcar entre elles i protegir el sentit del recorregut de l'aigua. A cada punt ha d'haver-hi un m\'ednim de dues plaques superposades.\par El carener ha de quedar refor\'e7at, de manera que a cada punt esLVALI superposin tres plaques.\par Les plaques molt exposades al vent, o b\'e9 en contacte amb accessoris met\'e0l\'b7lics han de quedar adherides per aplicaci\'f3 d'escalfor o amb adhesiu asf\'e0ltic.\par Cavalcaments:\par - De les plaques: >= 50%\par - De les l\'e0mines: >= 10 cm\par Separaci\'f3 de les tatxes:\par - En les plaques: <= 35 cm\par - En les l\'e0mines: <= 50 cm\par - De la vora de la placa: >= 25 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Els treballs s'han de realitzar a una temperatura ambient que oscil\'b7li entre els -5\'b0C per membranes amb l\'e0mines tipus LBM o LBME, els 0\'b0C per a les LOM, o els 5\'b0C per a la resta, i els 35\'b0C.\par S'han d'aturar els treballs quan nevi o hi hagi neu o gel sobre la coberta, quan plogui o la coberta estigui mullada o quan la velocitat del vent sigui superior a 60 km/h.\par La superf\'edcie del suport ha de ser uniforme, ha d'estar neta i no ha de tenir cossos estranys.\par Si el suport \'e9s de formig\'f3 o de morter de ciment, cal que la superf\'edcie estigui ben endurida i seca.\par No ha de tenir buits ni ressalts de m\'e9s d'un 20% del gruix de la impermeabilitzaci\'f3.\par Caracter\'edstiques del suport:\par - Pendent:\par +---------------------------------+\par \'a6Tipus de membrana \'a6 Pendent \'a6\par \'a6---------------------\'a6-----------\'a6\par \'a6 PA-2, PA-3, PA-5 \'a6 1-10% \'a6\par \'a6 PA-6, PA-7 \'a6 1-15% \'a6\par \'a6 PA-8 PA-9 \'a6 0-15% \'a6\par \'a6 PN-1 PN-3, PN-6 \'a6 1-5% \'a6\par \'a6 PN-7 PN-8 \'a6 0-5% \'a6\par \'a6 GA-1,GA-2,GA-5,GA-6 \'a6 >= 1% \'a6\par \'a6 MA-2 \'a6 >= 10% \'a6\par \'a6 MA-3 \'a6 >= 5% \'a6\par \'a6 MA-4 \'a6 5-15% \'a6\par \'a6 GF-1 \'a6 >= 20% \'a6\par \'a6 GF-2 \'a6 >= 15% \'a6\par +---------------------------------+\par - Planor: \'b1 5 mm/2 m\par - Rugositats: <= 1 mm\par - Resist\LVALJ'e8ncia a la compressi\'f3: >= 200 kPa\par - Humitat: <= 5%\par En general, no s'han d'utilitzar en la mateixa membrana els materials seg\'fcents:\par - Materials a base de betums asf\'e0ltics i m\'e0stics de quitr\'e0 modificat\par - Oxiasfalt amb l\'e0mines de bet\'fam plast\'f2mer (APP), que no siguin espec\'edficament compatibles\par - L\'e0mines o m\'e0stics de bet\'fam asf\'e0ltic i l\'e0mines o elements de PVC, que no siguin espec\'edficament compatibles\par Incompatibilitats entre la membrana i el suport:\par - Les l\'e0mines o m\'e0stics de quitr\'e0 no han d'estar en contacte amb a\'efllaments d'escumes pl\'e0stiques de poliestir\'e8 ni amb acabats a base de betum asf\'e0ltic\par - Cal comprovar la compatibilitat espec\'edfica entre un a\'efllament a base d'escumes pl\'e0stiques i la membrana\par El suport format a base de plaques d'a\'efllament t\'e8rmic, ha de tenir una cohesi\'f3 i estabilitat tals que sigui capa\'e7 de proporcionar la solidesa necess\'e0ria en front de les sol\'b7licitacions mec\'e0niques i t\'e8rmiques exteriors. En el cas de membranes adherides, ha de permetre l'adhesi\'f3 de la membrana sobre les plaques, pel que \'e9s necessari que les membranes i plaques siguin compatibles entre elles.\par Abans de col\'b7locar la membrana han d'estar preparats tots els punts singulars de la coberta (xamfrans, junts, acords amb paraments, etc.).\par El proc\'e9s d'elaboraci\'f3 de la membrana no ha de modificar les caracter\'edstiques dels seus components.\par Les l\'e0mines col\'b7locades s'han de protegir del pas de persones, equips o materials, les no protegides s\'92han de protegir, tamb\'e9, del sol.\par MEMBRANA FORMADA PER L\'c0MINES O ARMADURES BITUMINOSES:\par Execuci\'f3 dels cavalcaments en membranes formades per una l\'e0mina:\par +----------------------------------------------------------------------+\par \'a6Tipus de l\'e0mina \'a6M\'e8tode per a soldar els cavalcaments \'a6\par \'a6----------------\'a6-------------------------------------------------LVALc----\'a6\par \'a6LBME-20 \'a6Per pressi\'f3 un cop estovat el betum de la l\'e0mina, en \'a6\par \'a6 \'a6aplicar calor amb un bufador d'aire calent \'a6\par \'a6LOM o LBM \'a6Per pressi\'f3 un cop estovat el betum de la l\'e0mina, en \'a6\par \'a6 \'a6aplicar calor \'a6\par \'a6LAM-3 \'a6Amb adhesiu \'a6\par +----------------------------------------------------------------------+\par Les l\'e0mines adherides en calent, s'han d'adherir entre elles i al suport, en el seu cas, per pressi\'f3, un cop estovat el betum pr\'f2pi en aplicar calor.\par MEMBRANA ADHERIDA O SEMIADHERIDA:\par Abans d'executar la membrana, el suport s'ha de tractar amb una m\'e0 d'imprimaci\'f3.\par No es necess\'e0ria la imprimaci\'f3 pr\'e8via quan la primera capa de l'impermeabilitzaci\'f3 es realitza in situ amb m\'e0stic modificat de base quitr\'e0 o en el cas d'un suport format per plaques d'a\'efllament t\'e8rmic recobertes d'oxiasfalt.\par L'imprimaci\'f3 s'ha d'aplicar a totes les zones en qu\'e8 la membrana hagi d'anar adherida, inclosos els acabaments i acords amb punts singulars.\par Els treballs no s'han de continuar abans que s'assequi l'imprimaci\'f3.\par En les membranes semiadherides, la l\'e0mina perforada s'ha de col\'b7locar directament sobre el suport, amb els cavalcaments sense soldar.\par L\'c0MINES ADHERIDES AMB OXIASFALT:\par Les l\'e0mines s'han d'adherir entre elles i al suport, en el seu cas, amb oxiasfalt en calent. S'han de desenrotllar a sobre d'aquest abans que no es refredi. En les l\'e0mines semiadherides s'ha de pressionar de manera que l'oxiasfalt penetri en les perforacions de la l\'e0mina perforada.\par La l\'e0mina autoprotegida es pot estendre sobre l'oxiasfalt fred. En aquest cas cal aplicar escalfor a mida que es desenrotlla.\par L'oxiasfalt s'ha d'estendre a una temperatura entre 160\'b0C i 200\'b0C. No s'han de superar mai els 260\'b0C en calderHЃ  ## 0?)\(?)\(?)\(?)\(?@t _  EL__B0711020Mort.adhesiu,C2(UNE-EN 12004)3@4kgB0711020ETB0711020Banc GISA Edificaci Obra NovaVEN.3B88 0?"@"@"@"@@rmadura de feltr polister d__B712A0Z0Lmina bet.modif.autoprot.miner.LBM(SBS) 50/G-FP 190g/m2w@B=m2B712A0Z0ETB712A0Z0Banc GISA Edificaci Obra NovaVEN.3]SS         0?@@@@@na DM hidrofug, de 1__B0CUUF00Encerclat amb tauler de fibres de fusta i resines sinttiques de densitat mitjana DM hidrofug, de 19@mB0CUUF00INVEN.3VEN.3KAA77777333333)'0?Q?Q?Q?Q?@D = "____"ra Novaz>: G2\fpr__B7JZ00E1Cinta pap.resist.,p/junts plaques guix laminatA@ =mB7JZ00E1ETB7JZ00E1Banc GISA Edificaci Obra NovaVEN.3QGG    0?RQ?RQ?RQ?RQ?@D = "____"( G Gset2\fpr__B0527030Guix amb addit.p/agaf.perfil+plac.,UNE-EN 14496K@ =kgB0527030ETB0527030Banc GISA Edificaci Obra NovaVEN.3TJJ 0? ףp= "@ ףp= "@ ףp= "@ ףp= "@@D = "____"( G Gset2\fpr__B0A44000Visos,p/guix lam.%@ =cuB0A44000ETB0A44000Banc GISA Edificaci Obra NovaVEN.36,, 0?(\?(\?(\?(\?@bra Novah,( G Gset2\fpr__B7J500ZZMassilla p/junt cartr-guix/@=kgB7J500ZZETB7J500ZZBanc GISA Edificaci Obra NovaVEN.3@66 0?ffffff@ffffff@ffffff@ffffff@@er a cel ras"tion FormatInputMa__B84ZB0E0Entramat metl.lic ocult,susp.barra roscada,p/cel ras,Y@=m2B84ZB0E0ETB84ZB0E0Banc GISA Edificaci Obra NovaVEN.3[QQ   0?@@@@@ x"0,!,!,!,!,!,!,!,!,!__B0CC1000Placa de guix laminat g=10mm)@=m2B0CC1000ETB0CC1000Banc GISA Edificaci Obra NovaVEN.3A77 0?@O@@O@@O@@O@@@ parets de 240 c__BOGAU2E7Pea de pedra artificial de morter de ciment blanc, polida, per a coronament de parets de 28 a 45 cm@=mBOGAU2E7ETVEN.2VEN.3KAA77777333333)' *@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@QF[<@LDoanQF[<@LDoaoQF[<@LDoapQF[<@LDoaqQF[<@iQMVQF[<@iQMWQF[<@iQMXQF[>o6:6ZQF[>o6:6~yQF[>o6:6gQF[>o6:6hQF^<oJ8\QrQF^<oJ8\QsQF^<oJ8\QtQH:<:UH8A!QH:<:UH8A"QH:<:UH8A#QH:<:UH8A$QH>QH>QH>QH>QH>QH> QH>!QHQHL<o:Db ?QHL<o:Db @QHOO8::sQHOO8::sQHOO8::sQHOO8::sQHOO8::sQHOO8::sQHQ88:8> QHQ88:8> QHQ88:8> QHQ88:8> QHQ88:8> QHQ88:8> QHQ88:8> QH[<o866QH[<o866QH[<o866QHf:o6:6֏QHf:o6:6֐QHf:o6:6֑QHf:o6:6֒QHf:o6:6֓QHf:omJi\QHf:omJi]QHf:omJi^QHoBo66@֔QHoBo66@֕QHoBo66@֖QHx:8866/QHx:88660QHx:88661QHx>JJ8F/QHx>JJ8F0QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F1QHx>JJ8F2QHx>JL:>`$QHx>JL:>`%QHx>JL:>`&QHx>JL:>`'QJbJo8FB֘QJhOLf8J]QJhOLf8J^QJhOLf8J_QJhOLf8J`QJhOLf8JaQJhOLf8JbQJhOLf8JcQJhOLf8LQJhOLf8LQJhOLf8LQJhOLf8LQJhOMf8JrQJhOMf8JsQJhOMf8JtQJhOMf8JuQJhOMf8JvQJhOMf8JwQJhOMf8JxQJhOMf8LyQJhOMf8LzQJhOMf8L{QJhOMf8L|QJhOMf8L}QJhOMf8LQJhOMf8LQJhOMf8LQM8\8@6: QM8\8@6: QM8\8@6: QM8\8@6: QMx<o66>QMx<o66>QO888L:8QO888L:8QO888L:8 QO888L:8!QO888L:8"QO888LD8QO888LD8QO888LD8QO888LD8QO888LD8QO8@LBD8AQO8@LBD8A?QO8@LBD8QO8@LBD8QO<@<<@@QO<@<<@@QO<@<<@@QO<@<<@@QO<@<<@@QO<@<<@@QO<@<<@@QO<@<<@@QO<@O<@@ QO<@O<@@ QO<@O<@@ QO<@O<@@ QO<@O<@@QO<@O<@@QO<@O<@@QO@88886A8QO@88886A9QO@88886A:QO@88886A;QODSf:B<7QODSf:B<8QODSf:B<9QODSf:B<:QODSf:B<;QODSf:B<A4QODSf:B<A5QODSf:B<A6QODSf:B<A7Q[8<L:8:#Q[8<L:8:$Q[8<L:8:%Q[8<L:8:&Q[8>LJ8f'Q[8>LJ8f(Q[8>LJ8f)Q[8>LJ8f** LVAL: UBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: El producte s'ha de servir en paquets embalats. A l'embalatge hi ha de constar la marca del fabricant, les caracter\'edstiques del producte i la seva designaci\'f3 segons la NTE-RSF.\par Emmagatzematge: A cobert, en llocs secs i ventilats. Sobre superf\'edcies planes, de manera que no s'alterin les seves condicions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL}O{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Arrebossats realitzats amb morter de ciment, morter de cal\'e7, morter mixt o morter por\'f3s drenant, aplicats en paraments horitzontals o verticals, interiors o exteriors i formaci\'f3 d'arestes amb morter de ciment mixt o pasta de ciment r\'e0pid.\par S'han considerat els tipus seg\'fcents:\par - Arrebossat esquerdejat\par - Arrebossat a bona vista\par - Arrebossat reglejat\par - Formaci\'f3 d'arestes\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Arrebossat esquerdejat:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Aplicaci\'f3 del revestiment\par - Cura del morter\par Arrebossat a bona vista o arrebossat reglejat:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Execuci\'f3 de les mestres\par - Aplicaci\'f3 del revestiment\par - Acabat de la superf\'edcie\par - Cura del morter\par - Repassos i neteja final\par Formaci\'f3 d'aresta:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Execuci\'f3 de l'aresta\par - Cura del morter\par ARREBOSSAT:\par Ha de quedar ben adherit al suport.\par S'han de respectar els junts estructurals.\par Quan l'acabat \'e9s deixat de regle, esquitxat o remolinat sense lliscar, a l'arrebossat acabat no hi ha d'haver esquerdes i ha de tenir una textura uniforme.\par Quan l'acabat \'e9s remolinat i lliscat, a l'arrebossat acabat no hi ha d'haver pols, ni fissures, forats o d'altres defectes.\par Gruix de la capa:\par - Arrebossat esquerdejat: <= 1,8 cm\par - Arrebossat reglejat o a bona vista: 1,1 cm\par - Arrebossat amb morter pLVALPor\'f3s drenant: 2 a 4 cm\par Arrebossat reglejat:\par - Dist\'e0ncia entre mestres: <= 150 cm\par Toler\'e0ncies d'execuci\'f3 per l'arrebossat:\par - Planor:\par - Acabat esquerdejat: \'b1 10 mm\par - Acabat a bona vista: \'b1 5 mm\par - Acabat reglejat: \'b1 3 mm\par - Aplomat (parament vertical):\par - Acabat a bona vista: \'b1 10 mm/planta\par - Acabat reglejat: \'b1 5 mm/planta\par - Nivell (parament horitzontal):\par - Acabat a bona vista: \'b1 10 mm/planta\par - Acabat reglejat: \'b1 5 mm/planta\par Toler\'e0ncies quan l'arrebossat \'e9s a bona vista o reglejat:\par - Gruix de l'arrebossat: \'b1 2 mm\par FORMACI\'d3 D'ARESTA:\par Ha de ser recta i cont\'ednua.\par Ha de quedar horitzontal o ben aplomada.\par Toler\'e0ncies d'execuci\'f3:\par - Horitzontalitat o aplomat: \'b1 2 mm/m, \'b1 5 mm/total\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs quan la temperatura sobrepassi els l\'edmits de 5\'b0C i 35\'b0C, la velocitat del vent sigui superior a 50 km/h o plogui. Si, un cop executat el treball, es donen aquestes condicions, s'ha de revisar la feina feta i s'han de refer les parts afectades.\par Per a iniciar-ne l'execuci\'f3 en els paraments interiors cal que la coberta s'hagi acabat, per als paraments situats a l'exterior cal, a m\'e9s, que funcioni l'evacuaci\'f3 d'aig\'fces.\par S'han d'evitar cops i vibracions que puguin afectar el material durant l'adormiment.\par ARREBOSSAT:\par S'han de col\'b7locar tots els elements que hagin d'anar fixats als paraments i no dificultin l'execuci\'f3 del revestiment.\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par Quan l'arrebossat \'e9s esquerdejat, s'ha d'aplicar llan\'e7ant amb for\'e7a el morter contra els paraments.\par Quan l'arrebossat \'e9s a bona vista, s'han de fer mestres amb el mateix morter a les cantonades i als racons.\par Quan l'arrebossat \'e9s reglejat, s'han de fer me`LVALpstres amb el mateix morter, als paraments, cantonades, racons i voltants d'obertures. Les arestes i les mestres han d'estar ben aplomades.\par Quan l'arrebossat \'e9s esquitxat, s'ha d'aplicar en dues capes: la primera prement amb for\'e7a sobre els paraments i la segona esquitxada sobre l'anterior.\par Quan l'acabat \'e9s deixat de regle o remolinat, s'ha d'aplicar prement amb for\'e7a sobre els paraments.\par El lliscat s'ha d'aplicar quan encara estigui humida la capa d'arrebossat.\par Durant l'adormiment s'ha d'humitejar la superf\'edcie del morter.\par Per a fer assecatges artificials es requereix l'autoritzaci\'f3 expl\'edcita de la DF.\par No s'han de fixar elements sobre l'arrebossat fins que hagin passat set dies, com a m\'ednim, o s'hagi adormit.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ARREBOSSAT:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures d'acord amb els criteris seg\'fcents:\par En paraments verticals:\par - Obertures <= 2,00: No es dedueixen\par - Obertures > 2,00 m2 i <= 4,00 m2: Es dedueix el 50%\par - Obertures > 4,00 m2: Es dedueix el 100%\par En paraments horitzontals:\par - Obertures <= 1,00 m2: No es dedueixen\par - Obertures > 1,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, o que es dedueixin parcialment, l\'92amidament inclou la feina de fer els retorns, com ara brancals, llindes, etc. En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par Aquests criteris inclouen la neteja dels elements que configuren les obertures, com \'e9s ara bastiments que s'hagin embrutat.\par FORMACI\'d3 D'ARESTA:\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL[{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials auxiliars per a la col\'b7locaci\'f3 de paviments sint\'e8tics.\par S'han considerat els materials seg\'fcents:\par - Cord\'f3 de PVC\par - Segellant l\'edquid de PVC\par CORD\'d3 DE PVC:\par Cord\'f3 de soldar format amb clorur de polivinil plastificat tou, c\'e0rregues, pigments colorants i els estabilitzants necessaris per a la seva fabricaci\'f3.\par No ha de tenir ruptures, escantonaments, difer\'e8ncies de tonalitat ni d'altres defectes superficials.\par Ha de tenir el color uniforme i la textura llisa a tota la superf\'edcie.\par El di\'e0metre ha de ser constant en tota la llarg\'e0ria.\par Toler\'e0ncies:\par - Di\'e0metre: \'b1 10%\par SEGELLANT L\'cdQUID DE PVC:\par Producte l\'edquid a base d'un aglomerant de resines de clorur de polivinil per al segellat de junts.\par Per la seva naturalesa ha de ser f\'e0cil d'aplicar i ha de permetre la uni\'f3 de materials de PVC sense afectar les seves caracter\'edstiques.\par Ha de ser aplicable en fred, per mitj\'e0 d'un broc c\'f2nic adaptat al tub o a l'env\'e0s.\par Ha de tenir una estabilitat dimensional bona als canvis de temperatura.\par El fabricant ha de garantir la qualitat del producte i ha de facilitar les dades seg\'fcents:\par - Color\par - Densitat\par - Viscositat\par - Contingut s\'f2lid\par - Rendiment\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CORD\'d3 DE PVC:\par Subministrament: El producte s'ha de servir en paquets embalats. A l'embalatge hi ha de constar la marca del fabricant i les caracter\'edstiques del producte.\par Emmagatzematge: A cobe?    @  @@@ @@  @ @ @ @@@  @@ @ @ @  @ @ @ @ @JoYb8>8>^D8>^SD8@8@88@8:8U 8UBm J6J68J686 !J68:J68<J68>J68@J68Bh L6L68L688L6<DL6<8L6<:hL6<<DL6<@L6@L6@8L6@:5L6@< L6@JuL6BL6B>L6B@ L6DL6D85L6HL6H6L6H8 L6H> L6JL6J8 L6J: L6J<L6J>5L6JBL6JDL6JFL6JMrL6LL6L:L6L<L6M5 L6MM5 L6M[ %L6MoL6OL6O:L6O<L6OBL6ODL6OFL6OxL6Q L6Q: L6S L6S8 L6SD L6SJrL6SUhL6SWuL6UL6U8L6UJ !L:hL:ihL:iJhL>L>>L>>xL>SL>SDL>^DL>^SDL>^xDL@L@xL@xOL@xxLB5LBL5LBL85LBLx5LBxLBx8LBx88LDDLD8r LD88r LD8:rLD@ LD@:LD@x!LDDLDD8DLDJS@ LDLrLDL8rLDMrLDM8LDM:rLDMHLDM[ LDMx5LDODLDO:DLDS@LD[LD[@LD[x5LDxrLDx:rLFD LF8uLF8xuLF:LF:xLF<LF5LF><5LF>>5LF>x5LFFLFF8LFHDLFHxDLFxD LFxJDLHu LH<u LHLU>8LU>:LUBLUB:LUB<YLUB>LUOLUO8 LUOxLUsLUs8Y LUs:YLUs<LUs>LUsBYLUvLUv<LUvO LWYLW:YLW:OYLWB LWB8 LWo LWoF LWs LWsB L[L[8L[8<L[8>L[:L[:< L[:>L[<L[<< L[L[>:L[><L[>BLbLb<Lb<>LdUJ5 LihLi<hLih Li>@h M8M88"M886"M8<DM8<8" M8<<DM8@"M8@6"M8DM8D6M:M:6M:66Mi"MiQ"MiQ:"Mx5"Mx85!Mx8D5 O6O6DO6D6O6DDhO6DJO6D[5O6LO6L:JoCe? @@@ @ @@    @ @  @  @ @ @ @ @ @ @ @ @ @@ O6L<OB OB8 OB88  Q:"Q:8"Q:8i"Q::"Q::8"Q:::"Q::>Q::@Q:>hQ:>:hQ:ihQ:iJhQ< Q<8 Q<8@ Q<8LQ<:Q<:@Q<:LQQ>>Q>>8Q>>:Q>@Q>@8Q>@< Q>@HDQ>@M Q>@xQ>L Q>L8 Q>L<Q>LHDQ>LMQ>O Q>O8Q>O<Q>OFQ>OMQ>QQ>Q: Q>SQ>SDQ>^DQ>^SDQ@rQ@8rQ@88Q@8xrQ@xrQ@x8Q@xOrQ@xSrQ@xWrQ@xxrQBQB8QB8:QB8> QB@5QB@J5QBxQBx8QDD QD8r QD88r QD:QD:8QDF#QDF@"QDJrQDJ8rQDLQDL8r QDL:QDMrQDM85QDM:rQDMHQDOD QDO:DQDOBD QDxQDx: QFQF85 QF885QF8:uQF8xuQF:uQF:<uQF:B !QF:xQF< QF5QF><5QF>>5QFBQFB@QFBL $QFFQFF8QFH5QFH>5QFHFQFHJQFHL QFL QFL8 QFQQFQxQF[QF[<QF[> !QF^ !QF^< !QHDQH:DQH:<DQH<QHQJQJL &QJLU !!QJSQJS< QJS@QJSDQJ`QJ`8QJbQJb@QJbJO8QO88QO8@QO<QO<@ QO@QO@8QOD QODS QQ QQO QQO@ QQOJ zQQx QQxU zQSQS@ zQS@J zQS@L zQSMQSM8QSh z QSh< z QSi zQSi8 zQUQU8QU8@Y QU8JQU:YQU:8YQU::YQU:<YQU:MY QU:OYQU<QU<8YQU<:YQU QU>8QU>:QUBQUB:QUB<YQUB>QUOQUO8QUOxQWYQW:YQW:OYQW< QW<: QWB QWB8 QWL QWL8  QWm  QWm8 Q[Q[8Q[8<Q[8>Q[:Q[:< Q[:>Q[<Q[<< Q[Q[>:Q[>< Q[>BQbQb<Qb<>QihQi<hQih Si>@h SiBhSiB>hUOUO@UO@W\8"\8B"\8BF"\:\:8"\:8>"\:8B"\:8F"\:8H"\:8J"\:8L"\:8O"\:8Q" \:8U" \:8W" \:8h" \:8xr\>\>@ \>@i!\@h\@xh\@xih\Dh!\D[h \D[@h\F\FD\FDFffffJffJ6ffJoLVALEU{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge i desmuntatge dels elements met\'e0l\'b7lics, de fusta, de cartr\'f3, o altres materials que formen el motlle on s\'92abocar\'e0 el formig\'f3.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 del pla de recolzament\par - Muntatge i col\'b7locaci\'f3 dels elements de l'encofrat\par - Pintat de les superf\'edcies interiors de l'encofrat amb un producte desencofrant\par - Tapat dels junts entre peces\par - Col\'b7locaci\'f3 dels dispositius de subjecci\'f3 i arriostrament\par - Aplomat i anivellament de l'encofrat\par - Disposici\'f3 d'obertures provisionals a la part inferior de l'encofrat, quan calgui\par - Humectaci\'f3 de l'encofrat, si \'e9s de fusta\par - Desmuntatge i retirada de l'encofrat i de tot el material auxiliar\par La partida inclou totes les operacions de muntatge i desmuntatge de l'encofrat.\par CONDICIONS GENERALS:\par Els elements que formen l'encofrat i les seves unions han de ser suficientment r\'edgids i resistents per a garantir les toler\'e0ncies dimensionals i per a suportar, sense assentaments ni deformacions perjudicials, les accions est\'e0tiques i din\'e0miques que comporta el seu formigonament i compactaci\'f3.\par Es prohibeix l'\'fas d'alumini en motlles que hagin d'estar en contacte amb el formig\'f3.\par L'interior de l'encofrat ha d'estar pintat amb desencofrant abans del muntatge, sense que hi hagi regalims. La DF ha d'autoritzar, en cada cas, la col\'b7locaci\'f3 d'aquests productes.\par El desencofrant no ha d'impedir la ulterior aplicaci\'LVALVf3 de revestiment ni la possible execuci\'f3 de junts de formigonament, especialment quan siguin elements que posteriorment s'hagin d'unir per a treballar solid\'e0riament.\par No s'ha d'utilitzar gas-oil, greixos o similars com a desencofrants. S'han d'utilitzar vernissos antiadherents a base de silicones o preparats d'olis solubles en aigua o greixos en dissoluci\'f3.\par Ha de ser suficientment estanc per a impedir una p\'e8rdua apreciable de pasta entre els junts.\par Ha d'estar muntat de manera que permeti un desencofratge f\'e0cil, que s'ha de fer sense xocs ni sotragades.\par Ha de portar marcada l'al\'e7\'e0ria per a formigonar.\par Abans de comen\'e7ar a formigonar, el contractista ha d'obtenir de la DF l'aprovaci\'f3 per escrit de l'encofrat.\par El fons de l'encofrat ha de ser net abans de comen\'e7ar a formigonar.\par El nombre de puntals de suport de l'encofrat i la seva separaci\'f3 dep\'e8n de la c\'e0rrega total de l'element. Han d'anar degudament travats en tots dos sentits.\par S'han d'adoptar les mesures oportunes per a qu\'e8 els encofrats i motlles no impedeixin la lliure retracci\'f3 del formig\'f3.\par Cap element d'obra podr\'e0 ser desencofrat sense l'autoritzaci\'f3 de la DF.\par El desencofrat de costers verticals d'elements de petit cantell, podr\'e0 fer-se als tres dies de formigonada la pe\'e7a, si durant aquest interval no s'han produ\'eft temperatures baixes o d'altres causes que puguin alterar el procediment normal d'enduriment del formig\'f3. Els costers verticals d'elements de gran cantell o els costers horitzontals no s'han de retirar abans dels set dies, amb les mateixes salvetats anteriors.\par La DF podr\'e0 reduir els pla\'e7os anteriors quan ho consideri oport\'fa.\par En obres d'import\'e0ncia i que no es tingui l'experi\'e8ncia de casos similars o quan els perjudicis que es puguin derivar d'una fissuraci\'f3 prematura fossin grans, s'han de fer assaigs d'informaci\'f3 que determinin la resist\'e8ncia real del formig\'f3 per a poder fixar el moment de desencofLVALWrat.\par No s'han de reblir els cocons o defectes que es puguin apreciar al formig\'f3 al desencofrar, sense l'autoritzaci\'f3 de la DF.\par Els filferros i ancoratges de l'encofrat que hagin quedat fixats al formig\'f3 s'han de tallar al ras del parament.\par Si s'utilitzen taulers de fusta, els junts entre aquests han de permetre l'entumiment de les mateixes per l'humitat del reg i del formig\'f3, sense que deixin fugir pasta durant el formigonament. Per a evitar-ho es podr\'e0 autoritzar un segellant adequat.\par Toler\'e0ncies generals de muntatge i deformacions de l'encofrat pel formigonament:\par - Moviments locals de l'encofrat: <= 5 mm\par - Moviments del conjunt (L=llum): <= L/1000\par - Planor:\par - Formig\'f3 vist: \'b1 5 mm/m, \'b1 0,5% de la dimensi\'f3\par - Per a revestir: \'b1 15 mm/m\par Toler\'e0ncies particulars de muntatge i deformacions de l'encofrat pel formigonament:\par +-------------------------------------------------------------------+\par \'a6 \'a6Replanteig eixos \'a6Dimensions\'a6Aplomat \'a6Horitzontalitat\'a6\par \'a6 \'a6-----------------\'a6 \'a6 \'a6 \'a6\par \'a6 \'a6Parcial \'a6 Total \'a6 \'a6 \'a6 \'a6\par \'a6-------------\'a6--------\'a6--------\'a6----------\'a6--------\'a6---------------\'a6\par \'a6Rases i pous \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 - 30 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6 \'a6 \'a6 \'a6 + 60 mm \'a6 \'a6 \'a6\par \'a6Murs \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 20 mm \'a6\'b1 20 mm \'a6 \'b1 50 mm \'a6\par \'a6Recal\'e7ats \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 - \'a6\'b1 20 mm \'a6 - \'a6\par \'a6Riostres \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 20 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Basaments \'a6\'b1 20 mm \'a6\'b1 50 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Enceps \'a6\'b1 20 mm \'a6\'b1LVALX 50 mm \'a6 \'b1 20 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Pilars \'a6\'b1 20 mm \'a6\'b1 40 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par \'a6Bigues \'a6\'b1 10 mm \'a6\'b1 30 mm \'a6 \'b1 0,5 % \'a6 \'b1 2 mm \'a6 - \'a6\par \'a6Llindes \'a6 - \'a6 - \'a6 \'b1 10 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6C\'e8rcols \'a6 - \'a6 - \'a6 \'b1 10 mm \'a6 \'b1 5 mm \'a6 - \'a6\par \'a6Sostres \'a6\'b1 5mm/m \'a6\'b1 50 mm \'a6 - \'a6 - \'a6 - \'a6\par \'a6Lloses \'a6 - \'a6\'b1 50 mm \'a6 - 40 mm \'a6 \'b1 2 % \'a6 \'b1 30 mm/m \'a6\par \'a6 \'a6 \'a6 \'a6 + 60 mm \'a6 \'a6 \'a6\par \'a6Membranes \'a6 - \'a6\'b1 30 \'a6 - \'a6 - \'a6 - \'a6\par \'a6Estreps \'a6 - \'a6\'b1 50 mm \'a6 \'b1 10 mm \'a6\'b1 10 mm \'a6 - \'a6\par +-------------------------------------------------------------------+\par MOTLLES RECUPERABLES:\par Els motlles s'han de col\'b7locar ben alineats, de manera que no suposin una disminuci\'f3 de la secci\'f3 dels nervis de l'estructura.\par No han de tenir deformacions, cantells trencats ni fissures.\par El desmuntatge dels motlles s'ha de fer tenint cura de no fer malb\'e9 els cantells dels nervis formigonats.\par Els motlles ja usats i que han de servir per a unitats repetides, s'han de netejar i rectificar.\par FORMIG\'d3 PRETENSAT:\par Els encofrats pr\'f2xims a les zones d'ancoratge han de tenir la rigidesa necess\'e0ria per a que els eixos dels tendons es mantinguin normals als ancoratges.\par Els encofrats i motlles han de permetre les deformacions de les peces en ells formigonades i han de resistir la distribuci\'f3 de c\'e0rregues durant el tesat de les armadures i la transmissi\'f3 de l'esfor\'e7 de pretesat al formig\'f3.\par FORMIG\'d3 VIST:\par Les superf\'edcies de l'encofrat en contacte amb les cares que han de quedar LVALYvistes, han de ser llises, sense rebaves ni irregularitats.\par S'han de col\'b7locar angulars met\'e0l\'b7lics a les arestes exteriors de l'encofrat o qualsevol altre procediment efica\'e7 per a que les arestes vives del formig\'f3 resultin ben acabades.\par La DF podr\'e0 autoritzar la utilitzaci\'f3 de matavius per a aixamfranar les arestes vives.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Abans de formigonar s'ha d'humitejar l'encofrat, en el cas que sigui de fusta, i s'ha de comprovar la situaci\'f3 relativa de les armadures, el nivell, l'aplomat i la solidesa del conjunt.\par No s'han de transmetre a l'encofrat vibracions de motors.\par La col\'b7locaci\'f3 dels encofrats s'ha de fer de forma que s'eviti malmetre estructures ja constru\'efdes.\par El subministrador dels puntals ha de justificar i garantir les seves caracter\'edstiques i les condicions en que s'han d'utilitzar.\par Si l'element s'ha de pretensar, abans del tesat s'han de retirar els costers dels encofrats i qualsevol element dels mateixos que no sigui portant de l'estructura.\par En el cas que els encofrats hagin variat les seves caracter\'edstiques geom\'e8triques per haver patit desperfectes, deformacions, guerxaments, etc, no s'han de for\'e7ar per a que recuperin la seva forma correcta.\par Quan entre la realitzaci\'f3 de l'encofrat i el formigonament passin m\'e9s de tres mesos, s'ha de fer una revisi\'f3 total de l'encofrat.\par El formigonat s'ha de fer durant el periode de temps en el que el desencofrant sigui actiu.\par Per al control del temps de desencofrat, s'han d'anotar a l'obra les temperatures m\'e0ximes i m\'ednimes di\'e0ries mentre durin els treballs d'encofrat i desencofrat, aix\'ed com la data en qu\'e8 s'ha formigonat cada element.\par El desencofrat de l'element s'ha de fer sense cops ni sotragades.\par ELEMENTS VERTICALS:\par Per a facilitar la neteja del fons de l'encofrat s'han de disposar obertures provisionals a la part inferior de l'encofrat.\par S'han de preveLVALZure a les parets laterals dels encofrats finestres de control que permetin la compactaci\'f3 del formig\'f3. Aquestes obertures s'han de disposar amb un espaiament vertical i horitzontal no m\'e9s gran d'un metro, i es tancaran quan el formig\'f3 arribi a la seva al\'e7\'e0ria.\par En \'e8poques de vents forts s'han d'atirantar amb cables o cordes els encofrats dels elements verticals d'esveltesa m\'e9s gran de 10.\par ELEMENTS HORITZONTALS:\par Els encofrats d'elements rectes o plans de m\'e9s de 6 m de llum lliure, s'han de disposar amb la contrafletxa necess\'e0ria per a que, desencofrat i carregat l'element, aquest conservi una lleugera concavitat a l'intrad\'f3s. Aquesta contrafletxa sol ser de l'ordre d'una mil\'b7l\'e8sima de la llum.\par Els puntals es col\'b7locaran sobre soles. Quan aquestes estiguin sobre el terreny cal asegurar que no assentaran\par Els puntals s\'92han de travar en dues direccions perpendiculars\par Els puntals han de poder transmetre la for\'e7a que rebin i permetre finalment un desapuntalat senzill\par En \'e8poques de pluges fortes s'ha de protegir el fons de l'encofrat amb lones impermeabilitzades o pl\'e0stics.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT i que es trobi en contacte amb el formig\'f3.\par Aquest criteri inclou els apuntalaments previs, aix\'ed com la recollida, neteja i acondicionament dels elements utilitzats.\par La superf\'edcie corresponent a forats interiors s'ha de deduir de la superf\'edcie total d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2 com a m\'e0xim: no es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, l\'92amidament inclou l\'92encofrat necessari per a conformar el per\'edmetre dels forats. En cas de deduir-se el 100% del forat, cal amidar tamb\'e9 l\'92encofrat necessari per a conformar el per\'edmetre dels forats.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real LVAL Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par\pard\par }p LVAL ert, en llocs secs i ventilats. Sobre superf\'edcies planes, de manera que no se n'alterin les condicions.\par SEGELLANT L\'cdQUID DE PVC:\par Subministrament: En envasos tancats herm\'e8ticament, amb la indicaci\'f3 de producte inflamable.\par Emmagatzematge: A cobert, en llocs secs i ventilats, a una temperatura entre 5\'b0C i 30\'b0C.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALa{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Paviment sint\'e8tic en l\'e0mines o llosetes, col.locat amb adhesiu.\par S'han considerat els tipus seg\'fcents:\par - Paviment format amb l\'e0mines o llosetes de PVC heterogeni, col\'b7locades amb adhesiu acr\'edlic de dispersi\'f3 aquosa i soldat en calent amb cord\'f3 cel\'b7lular o en fred amb PVC l\'edquid.\par - Paviment format amb l\'e0mines o llosetes de PVC homogeni col\'b7locades amb adhesiu acr\'edlic de dispersi\'f3 aquosa i soldat en calent amb cord\'f3 cel\'b7lular o en fred amb PVC l\'edquid.\par - Paviment format amb l\'e0mines o peces de lin\'f2leum col\'b7locades amb adhesiu acr\'edlic de dispersi\'f3 aquosa i soldat en calent amb cord\'f3 cel\'b7lular.\par - Paviment format amb l\'e0mines o llosetes de goma, col\'b7locat amb adhesiu.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Paviments de PVC i lin\'f2leum:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de l'adhesiu\par - Col\'b7locaci\'f3 de les l\'e0mines o les llosetes\par - Execuci\'f3 dels junts\par - Segellat dels junts\par - Protecci\'f3 del paviment acabat\par Paviment de goma:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de l'adhesiu\par - Col\'b7locaci\'f3 de les l\'e0mines o les llosetes\par - Execuci\'f3 dels junts entre l\'e0mines\par - Neteja de la superf\'edcie del paviment\par - Protecci\'f3 del paviment acabat\par\par CONDICIONS GENERALS:\par En el paviment no hi ha d'haver junts escantonats, taques d'adhesiu ni d'altres  LVALρ΁΁ 1 . .Part reformada previsi juntes diferP.1 Area administraci 4.000 1.000 1.000 1.000 4.000 C#*D#*E#*F# Area urgncies 12.000P.1 Area administraci 4.000 1.000 1.000 1.000 4.000 C#*D#*E#*F# Area urgncies 12.000 1.000 1.000 1.000 12.000 C#*D#*E#*F# Area radiologia 4.000 1.000 1.000 1.000 4.000 C#*D#*E#*F# Protecci tela asfltica parts amb paret 1 19.7 .4 7.88 C#*D#*E#*F# 1 9.7 .4 3.88 C#*D#*E#*F# 1 4.8 .4 1.92 C#*D#*E#*F# parts amb vidrieres 1 4 .4 1.6 C#*D#*E#*F# 1 10.3 .4 4.12 C#*D#*E#*F# 1 7 .4 2.8 C#*D#*E#*F# Part reformada base pelfut 1 2.4 1.65 3.96 C#*D#*E#*F# Part ampliaci maquinria 1 3.65 2.Protecci tela asfltica parts amb paret 1 19.7 .4 7.88 C#*D#*E#*F# 1 9.7 .4 3.88 C#*D#*E#*F# 1 4.8 .4 1.92 C#*D#*E#*F# parts amb vidrieres 1 4 .4 1.6 C#*D#*E#*F# 1 10.3 .4 4.12 C#*D#*E#*F# 1 7 .4 2.8 C#*D#*E#*F# Part reformada base pelfut 1 2.4 1.65 3.96 C#*D#*E#*F# Part ampliaci maquinria 1 3.65 2.55 9.3075 C#*D#*E#*F# Part reformada previsi juntes diferProtecci tela asfltica parts amb paret 1 19.7 .4 7.88 C#*D#*E#*F# 1 9.7 .4 3.88 C#*D#*E#*F# 1 4.8 .4 1.92 C#*D#*E#*F# parts amb vidrieres 1 4 .4 1.6 C#*D#*E#*F# 1 10.3 .4 4.12 C#*D#*E#*F# 1 7 .4 2.8 C#*D#*E#*F# Part reformada base pelfut 1 2.4 1.65 3.96 C#*D#*E#*F# Part ampliaci maquinria 1 3.65 2.55 9.3075 C#*D#*E#*F# Part reformada previsi juntes diferents paviments de base reposicions envans enderrocats C#*D#*E#*F# administraci-zona treball 1 2.4 8.4 20.16 C#*D#*E#*F# aula formaci-pas-rack 1 4.55 1.8 8.19 C#*D#*E#*F# 1 3.75 1.4 5.25 C#*D#*E#*F# rack-pas 1 2.6 5 13 C#*D#*E#*F# espai silenci 1 2.4 5 12 C#*D#*E#*F# 1 2.4 2.8 6.72 C#*D#*E#*F# servei adaptat-pas 1 1.9 4.15 7.885 C#*D#*E#*F# Part reformada rack 1 1.85 2.7 4.995 C#*D#*E#*F# magatzem 1 1.85 .9 1.665 C#*D#*E#*F# servei adaptat 1 2.65 2 5.3 C#*D#*E#*F# Part reformada Bigues edifici existent IPN26 C#*D#*E#*F# desenvolupaProtecci tela asfltica parts amb paret 1 19.7 .4 7.88 C#*D#*E#*F# 1 9.7 .4 3.88 C#*D#*E#*F# 1 4.8 .4 1.92 C#*D#*E#*F# parts amb vidrieres 1 4 .4 1.6 C#*D#*E#*F# 1 10.3 .4 4.12 C#*D#*E#*F# 1 7 .4 2.8 C#*D#*E#*F# Part reformada base pelfut 1 2.4 1.65 3.96 C#*D#*Protecci tela asfltica parts amb paret 1 19.7 .4 7.88 C#*D#*E#*F# 1 9.7 .4 3.88 C#*D#*E#*F# 1 4.8 .4 1.92 C#*D#*E#*F# parts amb vidrieres 1 4 .4 1.6 C#*D#*E#*F# 1 10.3 .4 4.12 C#*D#*E#*F# 1 7 .4 2.8 C#*D#*E#*F# Part reformada base pelfut 1 2.4 1.65 3.96 C#*D#*E#*F# Part ampliaci maquinria 1 3.65 2.55 9.3075 C#*D#*E#*F# Part reformada previsi juntes diferents paviments de base reposicions envans enderrocats C#*D#*E#*F# administraci-zona treball 1 2.4 8.4 20.16 C#*D#*E#*F# aula formaci-pas-rack 1 4.55 1.8 8.19 C#*D#*E#*F# 1 3.75 1.4 5.25 C#*D#*E#*F# rack-pas 1 2.6 5 13 C#*D#*E#*F# espai silenci 1 2.4 5 12 C#*D#*E#*F# 1 2.4 2.8 6.72 C#*D#*E#*F# servei adaptat-pas 1 1.9 4.15 7.885 C#*D#*E#*F# Part reformada rack 1 1.85 2.7 4.995 C#*D#*E#*F# magatzem 1 1.85 .9 1.665 C#*D#*E#*F# servei adaptat 1 2.65 2 5.3 C#*D#*E#*F# Part reformada Bigues edifici existent IPN26 C#*D#*E#*F# desenvolupament 86 cm 4 10 .86 34.4 C#*D#*E#*F# 1 6.7 .86 5.762 C#*D#*E#*F# 1 6 .86 5.16 C#*D#*E#*F# 1 4.2 .86 3.612 C#*D#*E#*F# LVALc_{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Muntatge d'entramat de perfils d'acer galvanitzat subjecte a l'estructura de l'edifici amb fixacions mec\'e0niques, per a suport de plaques de cart\'f3-guix.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig dels perfils\par - Col\'b7locaci\'f3, aplomat o anivellat i fixaci\'f3 dels perfils\par CONDICIONS GENERALS:\par El conjunt de l'entramat ha de ser estable i indeformable.\par Ha de definir un pla vertical paral\'b7lel al de la divis\'f2ria acabada, tot i comptant amb el gruix de les plaques que ha de suportar.\par Ha de quedar encerclat per perfils fixats amb tacs i visos al terra, sostre i paraments dels quals arrenqui la divis\'f2ria.\par Els muntants han d'anar encaixats a pressi\'f3 en el perfil del terra i en el del sostre.\par Nom\'e9s han de quedar fixats amb visos els muntants dels punts singulars (acords amb altres paraments, buits de pas, etc).\par La longitud dels muntants ha de ser 15 mm m\'e9s curta que l'al\'e7\'e0ria lliure que han de cobrir.\par La modulaci\'f3 dels muntants no ha de variar en els buits de pas, i s'ha de mantenir sobre el dintell. El buit s'ha d'encerclar amb els muntants necessaris i refor\'e7ar-lo amb escaires de 20 cm collats als muntants a nivell del terra i de l'acord amb el dintell.\par Cal preveure de refor\'e7ar l'entramat amb elements met\'e0l\'b7lics o b\'e9 de fusta, en aquells punts que hagin de suportar elements pesats fixats a la divis\'f2ria (radiadors, llibreries, etc.).\par Dist\'e0ncia entre les fixacions al parament: <= 60 cm\par Dist\'e0ncia LVAL de les fixacions extremes d'un perfil al parament m\'e9s proper: 5 cm\par Toler\'e0ncies d'execuci\'f3:\par - Dist\'e0ncia entre les fixacions al parament: + 5 mm\par - Dist\'e0ncia entre les fixacions extremes d'un perfil al parament: \'b1 10 mm\par - Replanteig: \'b1 2 mm\par - Aplomat: \'b1 5 mm/3 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Per a l'execuci\'f3 de les cantonades i acords de paraments, els perfils de terra i sostre s'han de tallar perpendicularment a la seva directriu per resoldre l'acord per testa, comptant per\'f2, amb els gruixos de les plaques que hagin de passar.\par Queden expressament proscrites les trobades a biaix de cartab\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures <= 2,00 m2: No es dedueixen\par - Obertures > 2,00 m2 i <= 4,00 m2: Es dedueixen el 50%\par - Obertures > 4,00 m2: Es dedueixen el 100%\par Aquests criteris inclouen la col\'b7locaci\'f3 dels elements que configuren l'obertura, com \'e9s ara bastiments, excepte en el cas de forats de m\'e9s de 4,00 m2 en qu\'e8 aquesta col\'b7locaci\'f3 es compta a part.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }^ % { )Ɩ9‹E&?Q@5^I @fN?x`@x@@K7J510PBSegellat junt obra,morter sinttic res.epoxi+impr.+neteja sup.@ mK7J510PBPOBanc_GISA_Rehabilitaci_2008_vVEN.3ysnl >&?Q`@^I -@\@ >`@@@@EC1GU154Vidre allant 2vidr. lamin.,segur. incol., g=5+5/4+4mm,cam.aire 8mm,col.llist@m2EC1GU154POProjecte del'ampliaci i reforVEN.3-##ysnl >&?fffff^@/ݤ)@\(Z@T㥛]@@@@EC1GU000Vidr.alla.segur.,2llunes,g=3+3mm,cam.aire 8mm,resist.imp.A,col.llist vidre@m2EC1GU000POBanc GISA Edificaci Obra NovaVEN.3+!!ysnl >&?p= M@Q^%@GzG@(\L@@@@EC151C03Vidre lam.segur.2 llunes,g=5+5mm,resist.imp.A,butiral transparent,col. llist vidre@m2EC151C03POBanc GISA Edificaci Obra NovaVEN.32((ysnl >&?Q0@~8gDY!@'K:@ 8*5;0@i@@E93A1044Recresc.supo.terrat.classe 2A,col.mort.ciment 1:6,sob/2cm sorra@m2E93A1044POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?(\O0@{,@wn?΍ K/@B@@E81121E2Arrebossat bona vista,vert.int.,h<3m,morter ciment 1:4,remolinat@+m2E81121E2POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?333333@5^I @@ҍ@Gblan@E81ZU0C1Protecci d'aresta d' enrajolat amb cantonera d'alumini lacada color blancL@mE81ZU0C1POReforma CAP 'El Castell' . CasVEN.3'ysnl >&?ףp= 3@Zd; @= ,%@K3@Hq@@E823123VEnrajolat vert.int.,h<=3m,rajola valncia,preu alt,16-25 p/m2,mort.adhesiu C1+beurada CG1@0m2E823123VPOReforma CAP 'El Castell' . CasVEN.38..ysnl >&?)\h0@{,@p1=a?鲘/@C@@E81131E1Arrebossat reglejat,vert.int.,h<3m,morter ciment 1:4,reglejat@,m2E81131E1POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?%@&"@@aӫ? -(%@E@@E812U112Enguixat bona vista,vert.int.h<3m,YG,lliscat YF@.m2E812U112POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?4@֐ҧ2@- PS?h|?%4@F@@E812U412Enguixat bona vista,horit.int.h>3m,YG,lliscat YF@/m2E812U412POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?zG&@[Ӽ=@:/@E|'6&@6Z@@E65A4545Perfileria acer galv.muntant ampl.=46-55mm/45cm,canal 46-55mm,banda acus. fins 50 mm.,fix.mec.@&m2E65A4545POReforma CAP 'El Castell' . CasVEN.3=33ysnl >LVALbdefectes superficials.\par No hi ha d'haver bosses ni ressalts entre les l\'e0mines o les llosetes.\par Les l\'e0mines o les llosetes han d'estar ben adherides al suport i han de formar una superf\'edcie plana de textura uniforme.\par S'han de respectar els junts propis del suport.\par Les l\'e0mines o les llosetes s'han de col\'b7locar a tocar.\par La dist\'e0ncia entre el paviment i els paraments ha de ser de 2 a 5 mm i ha de quedar coberta amb el s\'f2col.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 5 mm\par - Planor: \'b1 4 mm/2 m\par - Horitzontalitat: \'b1 4 mm/2 m\par\par PAVIMENTS DE PVC I LIN\'d2LEUM:\par Els junts han d\'92estar soldats en calent per mitj\'e0 d'un cord\'f3 de soldadura de clorur de polivinil de di\'e0metre 4 mm o en fred pel procediment de soldadura l\'edquida.\par\par PAVIMENT DE GOMA:\par Toler\'e0ncies d'execuci\'f3:\par - Celles: <= 1 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par La col\'b7locaci\'f3 s'ha de realitzar a temperatura ambient, entre 15\'b0C i 20\'b0C.\par El paviment s'ha de col\'b7locar quan el local estigui acabat i envidrat.\par El suport ha de ser sec i net, i ha de complir les condicions de planor i nivell que s'exigeixin al paviment acabat.\par El suport ha de tenir un grau d'humitat <= 2,5% i una duresa Brinell superficial mesurada amb bola de 10 mm de di\'e0metre >= 3 kg/mm2 (UNE_EN_ISO 6506/1).\par Les l\'e0mines o les llosetes s'han de mantenir 24 h a la temperatura ambient del local per pavimentar.\par Per a la col\'b7locaci\'f3 de l\'e0mines, les tires han de cavalcar 20 mm. En primer lloc s'ha d'haver tallat la vora inferior amb regla, i despr\'e9s s'ha de tallar i enganxar la superior.\par\par PAVIMENT DE L\'c0MINES DE PVC I LIN\'d2LEUM:\par L'adhesiu s'ha d'aplicar amb esp\'e0tula de dents fines, amb un consum m\'ednim de 250 g/m2. El seu \'fas ha de respondre a les instruccions del fabricant.\par Un cop fet el segellat dels junts s'ha de retirar l'exc\'e9s d'adhesiu mentre el producte encaLVALra estigui fresc.\par El paviment no s'ha de trepitjar durant les 5 h seg\'fcents a la seva col\'b7locaci\'f3.\par\par PAVIMENT DE LLOSETES DE PVC I LIN\'d2LEUM:\par Per a la col\'b7locaci\'f3 correcta de les llosetes s'han de tra\'e7ar uns eixos a partir del centre del local i se n'ha de fer el replanteig.\par Un cop col\'b7locat el paviment s'ha de fer l'acanalat dels junts amb una fond\'e0ria de 2/3 del gruix de la lloseta i s'ha de procedir a la soldadura en calent.\par Un cop feta la soldadura, s'ha de tallar el cord\'f3 que sobri de tal manera que la part superior quedi enrasada amb les llosetes.\par L'adhesiu s'ha d'aplicar amb esp\'e0tula de dents fines, amb un consum m\'ednim de 250 g/m2. El seu \'fas ha de respondre a les instruccions del fabricant.\par L'operaci\'f3 de soldadura s'ha de fer al cap de 5 h d'haver col\'b7locat el paviment.\par\par PAVIMENT DE GOMA:\par L'adhesiu s'ha d'aplicar amb esp\'e0tula dentada. El seu \'fas ha de respondre a les instruccions del fabricant.\par Un cop col\'b7locat el paviment s'han de netejar les taques de l'adhesiu.\par El paviment no s'ha de trepitjar durant les 5 h seg\'fcents a la seva col\'b7locaci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions del projecte, amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2, com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par Aquests criteris inclouen l'acabament espec\'edfic dels acords amb les vores, sense que comporti l'\'fas de material diferents d'aquells que normalment conformen la unitat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }|LVALa.\par MEMBRANA FIXADA MEC\'c0NICAMENT:\par El suport ha de tenir la consist\'e8ncia i el gruix necessaris per garantir el clavament.\par Les plaques s'han de comen\'e7ar a col\'b7locar a partir de la cota m\'e9s baixa. La primera filada del r\'e0fec s'ha de col\'b7locar invertida.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a buits, d'acord amb els criteris seg\'fcents:\par - Obertures d'1 m2 com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1 m2: Es dedueixen el 100%\par En aquest criteri de deducci\'f3 de forats s'inclou l'acabament espec\'edfic dels acords amb els paraments o elements verticals que conformen el forat, utilitzant, si cal, materials diferents d'aquells que normalment conformen la unitat\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par *UNE 104402:1996 Sistemas para la impermeabilizaci\'f3n de cubiertas con materiales bituminosos modificados y bituminosos modificados\par UNE 104400-3:1999 Instrucciones para la puesta en obra de sistemas de impermeabilizaci\'f3n con membranas asf\'e1lticas para la impermeabilizaci\'f3n y rehabilitaci\'f3n de cubiertas. Control, utilizaci\'f3n y mantenimiento.\par MEMBRANA FIXADA MEC\'c0NICAMENT:\par *UNE 104400-2:1995 Instrucciones para la colocaci\'f3n de placas asf\'e1lticas en cubiertas inclinadas para edificios.\par\pard\par }LVALJue{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Conduccions amb tub de polipropil\'e8 a pressi\'f3 per a instal\'b7lacions de transport i distribuci\'f3 de fluids, amb les unions soldades, col\'b7locats superficialment o al fons de la rasa.\par S\'92han considerat els graus de dificultat de muntatge per als tubs, seg\'fcents:\par - Grau mitj\'e0, que correspon a una xarxa equilibrada en trams lineals i amb accessoris (distribucions d'aigua, gas, calefacci\'f3, etc.)\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Comprovaci\'f3 i preparaci\'f3 del pla de suport (en canalitzacions per soterrar)\par - Replanteig de la conducci\'f3\par - Col\'b7locaci\'f3 de l\'92element en la seva posici\'f3 definitiva\par - Execuci\'f3 de totes les unions necess\'e0ries\par - Neteja de la canonada\par - Retirada de l\'92obra de retalls de tubs, materials per a junts, etc.\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF\par Els junts han de ser estancs a la pressi\'f3 de prova, han de resistir els esfor\'e7os mec\'e0nics i no han de produir alteracions apreciables en el r\'e8gim hidr\'e0ulic de la canonada.\par Les unions entre tubs s'han de fer per soldadura amb material d'aportaci\'f3.\par Els canvis de direcci\'f3, els ramals, les brides i les reduccions s'han de fer per mitj\'e0 dels accessoris adequats de polipropil\'e8. Les unions s'han de fer per acoblament i soldadura amb material d'aportaci\'f3.\par El pas a trav\'e9s d'elements estructurals s'ha de fer amb passamurs i l'espaiLVALm que quedi s'ha d'omplir amb material el\'e0stic. Els passamurs han de sobresortir >= 3 mm del parament. Dins del passamurs no hi pot quedar cap accessori.\par La superf\'edcie del tub o del calorifugant, si n'hi ha d'haver, ha d'estar a >= 300 mm de qualsevol conductor el\'e8ctric i s'ha de procurar que passi per sota.\par COL\'b7LOCACI\'d3 SUPERFICIAL:\par Els tubs han de ser accessibles. Les canonades s'han d'estendre perpendicularment o paral\'b7lelament respecte a l'estructura de l'edifici. Les horitzontals han de passar preferentment a prop del paviment o del sostre.\par Sobre envans, els suports s'han de fixar amb tacs i visos, i a les parets, s'han d'encastar. Si l'abra\'e7adora del suport \'e9s met\'e0l\'b7lica, entre ella i el tub s'ha d'interposar una anella el\'e0stica.\par En cas de fluids molt calents, el suport ha de permetre una certa llibertat axial al tub per tal de compensar les dilatacions.\par La canonada no pot travessar xemeneies ni conductes.\par Dist\'e0ncia entre suports:\par +---------------------------------------------------+\par \'a6 DN \'a6 Dist\'e0ncia entre suports (mm) \'a6\par \'a6 (mm) \'a6-------------------------------------------\'a6\par \'a6 \'a6 en trams verticals \'a6 en trams horitzontals\'a6\par \'a6-------\'a6--------------------\'a6----------------------\'a6\par \'a6 16 \'a6 710 \'a6 550 \'a6\par \'a6 20 \'a6 780 \'a6 600 \'a6\par \'a6 25 \'a6 840 \'a6 650 \'a6\par \'a6 32 \'a6 940 \'a6 750 \'a6\par \'a6 40 \'a6 1100 \'a6 850 \'a6\par \'a6 50 \'a6 1230 \'a6 950 \'a6\par \'a6 63 \'a6 1230 \'a6 950 \'a6\par \'a6 75 \'a6 1360 \'a6 1050 \'a6\par \'a6 90 \'a6 1490 \'a6 1150 \'a6\par \'a6 110 \'a6 1620 \'a6 1250  LVALa termoplsticaImpExcavacEstesCrrega amb mitjanAcer eAcer en barres corrugades B 500 S deEncofrat amb taulons de fusEncofrat amb taulons de fusta per a lloses de fonamentsEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elsticEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S deEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2,Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S deEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500 N/Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 50Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres coEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmitEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500 Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per aEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres coEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres coEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500 Encofrat amb taulons de fusta per a lloses de Encofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S Encofrat amb taulons de fusta per a lloses de fonamentsLVAL%5s{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Revestiments realitzats amb rajola, aplicats en paraments verticals, interiors o exteriors, en faixes exteriors, horitzontals o verticals i arrimadors.\par S\'92han considerat els revestiments seg\'fcents:\par - Trencad\'eds amb trossos irregulars de rajola de diferents colors\par - Enrajolat amb rajola cer\'e0mica vidrada, rajola de val\'e8ncia o rajola reproducci\'f3 de rajola existent, en interiors\par S'han considerat els morters seg\'fcents:\par - Morter adhesiu\par - Morter p\'f2rtland 1:4, nom\'e9s per a paraments d'al\'e7\'e0ria inferior o igual a 3 m\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig de l'especejament en el parament\par - Col\'b7locaci\'f3 de les peces fixades amb morter sobre el suport\par - Rejuntat dels junts\par - Neteja del parament\par CONDICIONS GENERALS:\par En el revestiment acabat no hi ha d'haver peces esquerdades, escantonades ni tacades.\par Les peces han de quedar ben adherides al suport i han de formar una superf\'edcie amb la planor i l'aplomat previstos.\par El color i la textura, en revestiments fets amb peces de forma regular, ha de ser uniforme en tota la superf\'edcie.\par L'especejament ha de complir les especificacions subjectives requerides per la DF.\par S'han de respectar els junts estructurals.\par Els junts del revestiment han d'estar rejuntats amb beurada de ciment gris o blanc i, eventualment, colorants, si la DF no fixa d\'92altres condicions.\par Cal preveure junts de dilataci\'f3, queLVALيci{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Perfil de planxa d'acer galvanitzat en calent per un proc\'e9s d'immersi\'f3 cont\'ednua per a suport de tancaments de cart\'f3-guix.\par CARACTER\'cdSTIQUES GENERALS:\par Els perfils han de satisfer les caracter\'edstiques geom\'e8triques i dimensionals que els siguin pr\'f2pies.\par Ha de tenir la superf\'edcie llisa i uniforme.\par No ha de tenir cops, porus ni d'altres deformacions o defectes superficials.\par El recobriment protector ha de ser homogeni i continu en tota la seva superf\'edcie i no ha de tenir esquerdes, exfoliacions ni despreniments. El recobriment protector ha de ser conforme a alguna de les classes seg\'fcents (segons les normes EN 10326 o EN 10327):\par - Recobriment protector de zinc: Z275, Z140, Z100\par - Recobriment protector de zinc-alumini: ZA130, ZA095\par - Recobriment protector d\'92alumini-zinc: AZ150, AZ100\par El fabricant ha d\'92estabir el gruix nominal, la llarg\'e0ria nominal i l\'92ampl\'e0ria nominal\par Els perfils que constitueixen l\'92estructura de suport de les plaques de guix laminat han de designar-se de la seg\'fcent manera:\par - La expressi\'f3 \'93perfiler\'eda met\'e1lica\'94\par - Refer\'e8ncia a la norma europea EN 14195\par - La descripci\'f3 espec\'edfica del fabricant\par - La classe de recobriment de protecci\'f3\par - La lletra prefix del perfil seguida de les dimensions nominals, en mm, en l\'92ordre seg\'fcent:\par - Dimensions de la secci\'f3 transversal\par - Gruix\par - Llarg\'e0ria\par Els perfils han d\'92anar marcats de manera clara e indeleble, amb la seg\'fcent LVALjinformaci\'f3 com a m\'ednim:\par - Refer\'e8ncia a la norma europea EN 14195\par - Nom, marca comercial o altres mitjans d\'92identificaci\'f3 del fabricant\par - Identificaci\'f3 de la perfileria segons el sistema de designaci\'f3 esmentat anteriorment\par - Han de portar el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par Toler\'e0ncies:\par - Llarg\'e0ria del perfil (L):\par - L =< 3 000 mm: \'b1 3 mm\par - 3 000 < L =< 5 000 mm: \'b1 4 mm\par - L >= 5 000 mm: \'b1 5 mm\par - Ampl\'e0ria del perfil: \'b1 0,5 mm\par - Ampl\'e0ria de l\'92ala:\par - Ala compresa entre dos plecs: \'b1 0,5 mm\par - Ala compresa entre plec i vora tallada: \'b1 1,0 mm\par - Angle format per l\'92ala i l\'92anima: \'b1 2\'ba\par - Rectitud del perfil: < L/400 (L=llarg\'e0ria nominal)\par - Torsi\'f3: relaci\'f3 h/W < 0,1 (W=ampl\'e0ria nominal; h=dist\'e0ncia que es separa d\'92una superf\'edcie plana l\'92extrem no travat del perfil)\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Amb els elements que calguin per tal d'assegurar la seva rectitud.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par +---------------------------------------------------------------------------------+\par \'a6 Producte \'a6 \'das previst \'a6 Caracter\'edstiques \'a6 Sistema \'a6\par \'a6-------------------------------------------------\'a6---------------------\'a6---------\'a6\par \'a6 \'a6 En tots els usos subjectes a espe- \'a6 Reacci\'f3 al foc \'a6 3/4 \'a6\par \'a6 \'a6 cificacions de reacci\'f3 al foc \'a6---------------------\'a6---------\'a6\par \'a6 Perfileria \'a6 \'a6 Altres \'a6 4 \'a6\par \'a6 met\'e0LVALkl.lica \'a6------------------------------------\'a6---------------------\'a6---------\'a6\par \'a6 \'a6 Per a situacions i usos no mencio- \'a6 Tots \'a6 4 \'a6\par \'a6 \'a6 nats anteriorment \'a6 \'a6 \'a6\par +---------------------------------------------------------------------------------+\par - Sistema 3: Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat pel laboratori notificat\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par El s\'edmbol normalitzat del marcatge CE (segons la directiva 93/68/CE) s\'92ha d\'92estampar sobre la perfileria de manera visible (o si no \'e9s possible, sobre l\'92etiqueta, l\'92embalatge, o la documentaci\'f3 comercial que acompanya al producte) i ha d\'92anar acompanyat de la seg\'fcent informaci\'f3 com a m\'ednim:\par - Nom, logotip o adre\'e7a declarada del fabricant\par - Les dues \'faltimes xifres de l\'92any de la impressi\'f3 del marcatge\par - Refer\'e8ncia a la norma europea EN 14195\par - Descripci\'f3 del producte: nom gen\'e8ric, material, dimensions i \'fas previst\par - Informaci\'f3 sobre les caracter\'edstiques essencials que han de declarar-se de la seg\'fcent manera:\par - Resist\'e8ncia a flexi\'f3, valor declarat\par - Reacci\'f3 al foc, Classe\par - Prestaci\'f3 No determinada (PND) per a aquelles caracter\'edstiques en les que sigui aplicable\par Emmagatzematge: En posici\'f3 horitzontal, sobre superf\'edcies planes, sense contacte amb el terra i protegits de la brut\'edcia i d'impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 14195:2005 Perfiler\'eda met\'e1lica para su uso en sistemas de placas de yeso laminado. Definiciones, especificaciones y m\'e9todos de ensayo.\par UNE-EN 14195:2005/AC:2006 Perfiler\'eda met\'e1lica para LVALsu uso en sistemas de placas de yeso laminado. Definiciones, especificaciones y m\'e9todos de ensayo.\par\pard\par }H G j @j0?????@umnOrderColumnHiddenDescriptio__B9CZ1000Beurada blancaBeurada blancakgB9CZ1000ETB9CZ1000Banc GISA Edificaci Obra NovaVEN.3C99 0?@@@@%@=@__B81ZU0C1Cantonera de protecci d' enrajolat d' alumini lacat blanc<@=mB81ZU0C1ETVEN.2VEN.3!            0?(\?(\?(\?(\?q@ula='Element'milia'G66__B0711010Mort.adhesiu,C1(UNE-EN 12004)3@=kgB0711010ETVEN.2VEN.3 0?\(\ @\(\ @\(\ @\(\ @q@GRA_Taula='Familia'G66__B0FH1172Rajola de valncia,rect. 16-25 peces/m2,preu altH@=m2B0FH1172ETVEN.2VEN.3 0?Q?Q?Q?Q?q@, blanca"@66__B05A2102Beurada p/cermica,CG1(UNE-EN 13888),blancaU@=kgB05A2102ETVEN.2VEN.3   0?????@D = "____"GøĸpŸ0ƸƸǸȸPɸ ʸʸ__B0521100Guix YG Guix YGkgB0521100ETB0521100Banc GISA Edificaci Obra NovaVEN.35++ 0?= ףp5@= ףp5@= ףp5@= ףp5@@D = "____"GøĸpŸ0ƸƸǸȸPɸ ʸʸ__A0129000Oficial 1a guixaireOficial 1a guixairehA0129000EMA0129000Banc GISA Edificaci Obra NovaVEN.3KAA 0?X@p= c2@X9&T@9vX@@@"____"GøĸpŸ0ƸƸǸ__D07J1100Pasta guix YGPasta de guix YGm3D07J1100ECD07J1100Banc GISA Edificaci Obra NovaVEN.3D::"0?p= ף?p= ף?p= ף?p= ף?@øøĸpŸ0ƸƸǸȸPɸ ʸʸ__B0521200Guix YF Guix YFkgB0521200ETB0521200Banc GISA Edificaci Obra NovaVEN.35++ 0?p= c2@p= c2@p= c2@p= c2@@øøĸpŸ0ƸƸǸȸPɸ ʸʸ__A0149000Manobre guixaireManobre guixairehA0149000EMA0149000Banc GISA Edificaci Obra NovaVEN.3E;; 0?333333?333333?333333?333333?Z@l` P̠̠__B0A4A400Visos,galvanitzatsVisos, galvanitzatscuB0A4A400ETVEN.2VEN.3 LVALr \'a6\par \'a6 140 \'a6 1800 \'a6 1500 \'a6\par \'a6 160 \'a6 1800 \'a6 1500 \'a6\par +---------------------------------------------------+\par COL\'b7LOCACI\'d3 SOTERRADA:\par La fond\'e0ria de la rasa ha de permetre que el tub descansi sobre un llit de sorra de riu. Pel seu damunt hi ha d\'92haver un reblert de terra ben piconada per tongades de 20 cm. Les primeres capes que envolten el tub cal piconar-les amb cura.\par Gruix del llit de sorra: >= 15 cm\par Reblert (sense tr\'e0nsit rodat): >= 60 cm\par Reblert (amb tr\'e0nsit rodat): >= 100 cm\par El tub s'ha de col\'b7locar dins la rasa serpentejant lleugerament per a permetre les contraccions i dilatacions degudes a canvis de temperatura.\par Per tal de contrarestar les reaccions axials que es produeixen en circular el fluid, els punts singulars (corbes, reduccions, etc.), han d'estar ancorades a daus massissos de formig\'f3.\par En cas de coincid\'e8ncia de canonades d'aigua potable i de sanejament, les d'aigua potable han de passar per un pla superior a les de sanejament i han d'anar separades tangencialment 100 cm.\par Per damunt del tub s'ha de fer un reblert de terres compactades, que han de complir l'especificat en el seu plec de condicions.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par La desc\'e0rrega i manipulaci\'f3 dels elements s'ha de fer de forma que no rebin cops.\par Per a fer la uni\'f3 dels tubs no s\'92han de for\'e7ar ni deformar els extrems.\par La uni\'f3 entre els tubs i altres elements d'obra s'ha de fer garantint la no transmissi\'f3 de c\'e0rregues, la impermeabilitat i l'adher\'e8ncia amb les parets.\par Cada cop que s'interromp el muntatge, cal tapar els extrems oberts.\par Si s'ha de tallar un tub, cal fer-ho perpendicularment a l'eix i eliminar les rebaves.\par Si s'ha d'aplicar un accessori de compressi\'f3 cal aixamfranar l'aresta exterior.\par Un cop acabada la instal\'b7laci\'f3 s'ha de netejar interiormentLVAL&o{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Revestiment realitzat amb plaques de diferents materials col\'b7locades en obra.\par S'han considerat els materials seg\'fcents:\par - Plaques de fibres de fusta aglomerades amb ciment p\'f2rtland col\'b7locades a l'obra mitjan\'e7ant fixacions mec\'e0niques.\par - Plaques de guix laminat\par S\'92han considerat els tipus de col\'b7locaci\'f3 seg\'fcents per a les plaques de guix laminat:\par - Sobre perfileria\par - Directament sobre el parament amb tocs de guix\par - Directament sobre el parament amb fixacions mec\'e0niques\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Col\'b7locaci\'f3 sobre perfileria:\par - Preparaci\'f3 de les plaques (talls, forats, etc.)\par - Replanteig de l'especejament en el parament\par - Fixaci\'f3 de les plaques als muntants\par - Segellat dels junts\par Col\'b7locaci\'f3 directament sobre els paraments amb tocs de guix:\par - Preparaci\'f3 de les plaques (talls, forats, etc.)\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig de l'especejament en el parament\par - Aplicaci\'f3 dels tocs de guix i col\'b7locaci\'f3 de les plaques\par - Segellat dels junts\par Col\'b7locaci\'f3 directament sobre el parament amb fixacions mec\'e0niques:\par - Preparaci\'f3 de les plaques (talls, forats, etc.)\par - Replanteig\par - Fixaci\'f3 de les plaques\par CONDICIONS GENERALS:\par El conjunt de l'aplacat ha de ser estable i indeformable a les accions previstes (vent, etc). Ha de formar una superf\'edcie plana i cont\'ednua que ha de quedar al nivell previst.\par En eLVALpl revestiment acabat no hi ha d'haver peces esquerdades, trencades ni defectes apreciables en les l\'e0mines de paper.\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig parcial: \'b1 2 mm\par - Replanteig total: \'b1 2 mm\par - Planor: \'b1 5 mm/2 m\par - Aplomat: \'b1 5 mm/3 m\par - Ajust entre plaques: \'b1 1 mm\par PLAQUES DE GUIX LAMINAT:\par Si el sistema \'e9s fix, tots els junts, les arestes de cantonades i els racons han d'estar segellats degudament amb m\'e0stic per a junts.\par L'especejament ha de complir les especificacions subjectives requerides per la DF En qualsevol cas, no han de quedar tires de menys de 40 cm.\par Quan la placa no arribi a cobrir tota l'al\'e7\'e0ria, s'han de col\'b7locar alternades, per tal d'evitar la continu\'eftat dels junts horitzontals.\par COL\'b7LOCACI\'d3 SOBRE PERFILERIA:\par Els junts han de coincidir sempre amb elements portants.\par En aplacats a dues cares, els junts verticals d'ambd\'f3s costats no han de coincidir en el mateix muntant.\par Ajust entre les plaques: <= 2 mm\par Dist\'e0ncia entre cargols del mateix muntant: 25 cm\par Dist\'e0ncia dels cargols a les vores de les plaques: 15 mm\par Toler\'e0ncies d'execuci\'f3:\par - Dist\'e0ncia dels cargols a les vores de les plaques: \'b1 5 mm\par COL\'b7LOCACI\'d3 DIRECTAMENT SOBRE EL PARAMENT AMB TOCS DE GUIX:\par Dist\'e0ncia entre eixos d'alineacions verticals: 40 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Per a iniciar la col\'b7locaci\'f3 de les plaques de guix laminat, cal que la coberta i el tancament de l\'92edifici s\'92hagin acabat, inclosa la fusteria dels buits d\'92obra que quedin en l\'92\'e0mbit d\'92actuaci\'f3.\par La manipulaci\'f3 de les plaques (talls, forats per a instal\'b7lacions, etc.) s'ha de fer abans de fixar-les al suport.\par En les plaques col\'b7locades amb fixacions mec\'e0niques, els cargols han d\'92entrar perpendicularment al pla de la placa, i la penetraci\'f3 del cap ha de ser la correcta.\par COL\'b7LOCACI\'d3LVAL DIRECTAMENT SOBRE EL PARAMENT AMB TOCS DE GUIX:\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures <= 2,00 m2: No es dedueixen\par - Obertures > 2,00 m2 i <= 4,00 m2: Es dedueixen el 50%\par - Obertures > 4,00 m2: Es dedueixen el 100%\par Als forats que no es dedueixin, o que es dedueixin parcialment, l\'92amidament inclou la feina de fer els retorns, com brancals. En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par Aquests criteris inclouen la col\'b7locaci\'f3 dels elements que configuren l'obertura, com \'e9s ara bastiments, excepte en el cas de forats de m\'e9s de 4,00 m2 en qu\'e8 aquesta col\'b7locaci\'f3 es compta a part.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALPortes noves P1 i P'.1 6 2 .85 2.25 22.95 C#*D#*E#*F# P2 1 2 .75 2.25 3.375 C#*D#*E#*F# Del folrat de bastiment de base P1 i P'.1 6 2 2.25 .3 8.1 C#*D#*E#*F# 6 1 .8 .3 1.44 C#*D#*E#*F# Portes existents i bastPortes noves P1 i P'.1 6 2 .85 2.25 22.95 C#*D#*E#*F# P2 1 2 .75 2.25 3.375 C#*D#*E#*F# Del folrat de bastiment de base P1 i P'.1 6 2 2.25 .3 8.1 C#*D#*E#*F# 6 1 .8 .3 1.44 C#*D#*E#*F# Portes existents i bastiment Portes nucli serveis existents portes de 60x210 3 2 .85 2.3 11.73 C#*D#*E#*F# portes de 70x210 2 2 .95 2.4 9.12 C#*D#*E#*F# Bastiment armari A.1 2 1.55 .15 .465 C#*D#*E#*F# 2 2.25 .15 .675 C#*D#*E#*F# LVAL} i fer-hi passar aigua per arrossegar les brosses.\par En el cas que la canonada sigui per abastament d'aigua, cal fer un tractament de depuraci\'f3 bacteriol\'f2gic despr\'e9s de rentar-la.\par COL\'b7LOCACI\'d3 SOTERRADA:\par Abans de baixar els elements a la rasa la DF ha d'examinar-los, rebutjant els que presentin algun defecte.\par Abans de la col\'b7locaci\'f3 dels elements cal comprovar que la rasant, l'ampl\'e0ria, la fond\'e0ria i el nivell fre\'e0tic de la rasa corresponen als especificats en la DT En cas contrari cal avisar la DF\par El fons de la rasa ha d'estar net abans de baixar els elements.\par Els tubs s'han de cal\'e7ar i colzar per a impedir el seu moviment.\par Col\'b7locats els elements al fons de la rasa, s'ha de comprovar que el seu interior \'e9s lliure d'elements que puguin impedir el seu assentament o funcionament correctes (terres, pedres, eines de treball, etc.).\par Les canonades i les rases s'han de mantenir lliures d'aigua, esgotant amb bomba o deixant desguassos a l'excavaci\'f3.\par Un cop situada la canonada a la rasa, parcialment reblerta excepte a les unions, s'han de fer les proves de pressi\'f3 interior i d'estanquitat segons la normativa vigent.\par No es pot procedir al reblert de les rases sense l'autoritzaci\'f3 expressa de la DF\par Els daus d'ancoratge s'han de fer una vegada enllestida la instal\'b7laci\'f3. S'han de col\'b7locar de forma que els junts de les canonades i dels accessoris siguin accessibles per a la seva reparaci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par TUBS:\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquests criteris inclouen les p\'e8rdues de material per retalls i els empalmaments que s'hagin efectuat.\par En les instal\'b7lacions amb grau de dificultat especificat, inclou, a m\'e9s, la repercussi\'f3 de les peces especials per col\'b7locar.\par COL\'b7LOCACI\'d3 SOTERRADA:\par No s'inclouen en aquest criteri els daus de forLVAL s'han de segellar amb silicona.\par Si el revestiment \'e9s fet a l'exterior ha de quedar protegit contra la penetraci\'f3 de l'aigua entre les peces i el parament.\par Entre el revestiment i qualsevol sortint del parament s'ha de deixar un junt segellat amb silicona.\par Superf\'edcie de revestiment entre junts de dilataci\'f3: <= 20 m2\par Junts:\par +-----------------------------------------------------+\par \'a6 Situaci\'f3 \'a6 Dist\'e0ncia entre \'a6 Ampl\'e0ria dels \'a6\par \'a6del parament \'a6 junts de dilataci\'f3 \'a6junts de dilataci\'f3\'a6\par \'a6 \'a6 (m) \'a6 (mm) \'a6\par \'a6-------------\'a6--------------------\'a6------------------\'a6\par \'a6 Interior \'a6 <= 8 \'a6 >= 10 \'a6\par \'a6 Exterior \'a6 <= 3 \'a6 >= 10 \'a6\par +-----------------------------------------------------+\par Gruix del morter:\par +---------------------------------+\par \'a6Tipus de morter \'a6Gruix del morter\'a6\par \'a6 \'a6 (mm) \'a6\par \'a6----------------\'a6----------------\'a6\par \'a6 Morter \'a6 10 - 15 \'a6\par \'a6 Morter adhesiu \'a6 2 - 3 \'a6\par +---------------------------------+\par ENRAJOLAT:\par Els junts del revestiment han de ser rectes.\par Ampl\'e0ria dels junts i planor:\par +------------------------------------------------------------------------+\par \'a6 Tipus rajola \'a6 Situaci\'f3 \'a6 Ampl\'e0ria junts\'a6 Toler\'e0ncia\'a6 Planor \'a6\par \'a6 \'a6 parament \'a6 (mm) \'a6 (mm) \'a6(mm/2 m) \'a6\par \'a6---------------------\'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6Comuna d'elaboraci\'f3 \'a6 interior \'a6 >= 1 \'a6 \'b1 0,5 \'a6 \'b1 2 \'a6\par \'a6mec\'e0nica o fina, \'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6val\'e8ncia, esmaltada o\'a6 exterior \'a6 >= 1 \'a6 \'b1 1  LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Mescla de guix o escaiola i aigua, pastat i llest per a ser utilitzat.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar pastat de forma que s'obtingui una mescla homog\'e8nia.\par En quals{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Mescla de guix o escaiola i aigua, pastat i llest per a ser utilitzat.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar pastat de forma que s'obtingui una mescla homog\'e8nia.\par En qualsevol cas, la pasta de guix un cop aplicada i adormida, ha de tenir una duresa Shore C >= 50.\par Quantitat d'aigua per cada 25 kg de guix (A): 17 <= A <= 18 l\par Temperatura de l'aigua: >= 5\'b0C\par\par 2.- CONDICIONS D'EXECUCI\'d3 I D'UTILITZACI\'d3\par\par Per a l'elaboraci\'f3 i la utilitzaci\'f3 de la pasta, la temperatura ambient ha d'estar entre 5\'b0C i 40\'b0C.\par La pastera ha d'estar neta abans de l'elaboraci\'f3 de la pasta.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum necessari elaborat a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }e(9   p 6 Ȑ'! cr E9PPAVIMENTS SINTTICSPOBanc GISA Edificaci Obra No BAF3FINESTRES I BALCONERES D'ALUMINI LACAT AMB TRENCAMENT DE PONT TRMICETReforma CAP 'El Castell' . CasWS G E9PPAVIMENTS SINTTICSPOBanc GISA Edificaci Obra Novaa%! G E9P2PAVIMENTS DE PVC HOMOGENIPOBanc GISA Edificaci Obra Novah,( G B9PZMATERIALS AUXILIARS PER A PAVIMENTS SINTTICSETBanc GISA Edificaci Obra Nova|@< G B9PMATERIALS PER A PAVIMENTS SINTTICS I DE LINLEUMETBanc GISA Edificaci Obra NovaC? G B9P2LMINES I LLOSETES DE PVC HOMOGENIETBanc GISA Edificaci Obra Novaq51 G E9DDPAVIMENTS DE RAJOLA DE GRES PREMSAT ESMALTATPOReforma CAP 'El Castell' . Cas{?; G E9DPAVIMENTS DE PECES CERMIQUESPOReforma CAP 'El Castell' . Cask/+ G B9J3PELFUTS ARRISSATS DE VINILETReforma CAP 'El Castell' . Casi-) G B9JPELFUTS, ESTORES I ELEMENTS ESPECIALSETReforma CAP 'El Castell' . Cass73 G E9J3PELFUTS ARRISSATS DE VINILPOReforma CAP 'El Castell' . Casi-) G E9JPELFUTS, ESTORES I ELEMENTS ESPECIALSPOReforma CAP 'El Castell' . Cass73 G F9GZELEMENTS AUXILIARS PER A PAVIMENTS DE FORMIGPONova construcci IES 3/2 Sitge|@< G F9GPAVIMENTS DE FORMIGPONova construcci IES 3/2 Sitgeb&" G F9PAVIMENTSPONova construcci IES 3/2 SitgeU G E9Z2REBAIXATS, POLITS I ABRILLANTATS DE PAVIMENTSPOBanc GISA Edificaci Obra Nova|@< G B93MATERIALS PER A SUPORT DE PAVIMENTSETBanc GISA Edificaci Obra Novaq51 G B93AMATERIALS PER A RECRESCUDES I CAPES DE MILLORAETBanc GISA Edificaci Obra Nova}A= G B9MATERIALS PER A PAVIMENTSETBanc GISA Edificaci Obra Novae)% G B9CMATERIALS PER A PAVIMENTS DE TERRATZO I PAVIMENTS DE RAJOLES DE GRANULAT CONGLOMERAT AMB RESINAETBanc GISA Edificaci Obra Novaqm G B9CZMATERIALS AUXILIARS PER A PAVIMENTS DE TERRATZOETBanc GISA Edificaci Obra Nova~B> G B81ZMATERIALS AUXILIARS PER A ARREBOSSATS I ENGUIXATSETReforma CAP 'El Castell' . CasD@ G B81MATERIALS PER A ARREBOSSATS I ENGUIXATSETReforma CAP 'El Castell' . Casu95 G E81ZELEMENTS AUXILIARS PER A ARREBOSSATS I ENGUIXATSPOReforma CAP 'El Castell' . CasC? G B0FHRAJOLES CERMIQUES ESMALTADES I GRESETReforma CAP 'El Castell' . Cass73 G B05ABEURADESETReforma CAP 'El Castell' . CasW G E823ENRAJOLATS AMB RAJOLA DE VALNCIAPOReforma CAP 'El Castell' . Casp40 G E82ENRAJOLATSPOReforma CAP 'El Castell' . CasX G E812ENGUIXATSPOBanc GISA Edificaci Obra NovaX GLVALew{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Enguixats aplicats en paraments interiors.\par S'han considerat els tipus seg\'fcents:\par - Enguixat a bona vista, acabat lliscat o no\par - Enguixat reglejat, acabat lliscat o no\par - Formaci\'f3 d'aresta o de rac\'f3\par - Execuci\'f3 de reglada de s\'f2col\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Enguixat a bona vista:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Aplicaci\'f3 del revestiment\par - Acabat de la superf\'edcie\par - Repassos i neteja final\par Enguixat reglejat:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Execuci\'f3 de les mestres\par - Aplicaci\'f3 del revestiment\par - Acabat de la superf\'edcie\par - Repassos i neteja final\par Formaci\'f3 d'aresta o de rac\'f3:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Execuci\'f3 de l'aresta o del rac\'f3\par - Acabat de la superf\'edcie\par Execuci\'f3 de la reglada de s\'f2col:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Execuci\'f3 dels tocs\par - Aplicaci\'f3 del guix\par - Acabat de la superf\'edcie\par CONDICIONS GENERALS:\par Ha de quedar ben adherit al suport.\par S'han de respectar els junts estructurals.\par A l'enguixat, un cop sec (amb humitat inferior a l'1% o al cap de quatre setmanes d'haver-ho fet), no hi ha d'haver pols, fissures, forats o d'altres defectes.\par La superf\'edcie de l'enguixat ha de quedar plana i, en els paraments verticals o corbats, aplomada.\par L'aresta ha de ser recta, en angle, ben aplomada, i ha d'estar al mateix pla que LVALxels paraments.\par El rac\'f3 en angle recte, ha de ser ortogonal i l'aresta determinada recta o corba segons els paraments.\par El rac\'f3 en mitja canya ha de ser una superficie cil\'edndrica que uneixi de forma harm\'f2nica els dos paraments.\par Gruix de l'enguixat: 1,2 cm\par Duresa mitjana (amb dur\'f2metre Shore C):\par +-----------------------------------+\par \'a6Tipus d'enguixat \'a6Duresa mitjana\'a6\par \'a6--------------------\'a6--------------\'a6\par \'a6A bona vista \'a6 >= 50 \'a6\par \'a6Reglejat o reglada \'a6 >= 55 \'a6\par +-----------------------------------+\par Especificacions per a l'enguixat reglejat i la reglada de s\'f2col:\par - Dist\'e0ncia entre les mestres o tocs: <= 120 cm\par Toler\'e0ncies d'execuci\'f3:\par - Gruix de l'enguixat: \'b1 2 mm\par - Toler\'e0ncies en funci\'f3 del tipus de parament on s'aplica:\par +-----------------------------------------------------------------------+\par \'a6 \'a6 \'a6 Tipus enguixat \'a6\par \'a6Parament \'a6 \'a6-----------------------------------------\'a6\par \'a6 \'a6 \'a6 A bona vista \'a6 reglejat \'a6\par \'a6-------------\'a6---------------\'a6--------------------\'a6--------------------\'a6\par \'a6Vertical \'a6Planor \'a6 \'b1 1mm / 0,2m \'a6 - \'a6\par \'a6 \'a6 \'a6 \'b1 10mm / 2m \'a6 \'b1 5mm / 2m \'a6\par \'a6 \'a6---------------\'a6--------------------\'a6--------------------\'a6\par \'a6 \'a6Aplomat /planta\'a6 \'b1 10mm \'a6 5mm \'a6\par \'a6-------------\'a6---------------\'a6--------------------\'a6--------------------\'a6\par \'a6Corbat \'a6Curvatura \'a6\'b1 5mm /plantilla 1m \'a6\'b1 3mm /plantilla 1m \'a6\par \'a6 \'a6prevista \'a6 \'a6 \'a6\par \'a6-------------\'a6---------------LVALy\'a6--------------------\'a6--------------------\'a6\par \'a6Horitzontal \'a6Planor \'a6 \'b1 1mm / 0,2m \'a6 - \'a6\par \'a6 \'a6 \'a6 \'b1 10mm / 2m \'a6 \'b1 5mm / 2m \'a6\par \'a6 \'a6---------------\'a6--------------------\'a6--------------------\'a6\par \'a6 \'a6Nivell previst \'a6 \'b1 10mm \'a6 \'b1 5mm \'a6\par \'a6-------------\'a6---------------\'a6--------------------\'a6--------------------\'a6\par \'a6Inclinat \'a6Planor \'a6 \'b1 1mm / 0,2m \'a6 - \'a6\par \'a6 \'a6 \'a6 \'b1 10mm / 2m \'a6 \'b1 5mm / 2m \'a6\par \'a6 \'a6---------------\'a6--------------------\'a6--------------------\'a6\par \'a6 \'a6Inclinaci\'f3 \'a6 \'b1 10mm \'a6 \'b1 5mm \'a6\par \'a6 \'a6prevista \'a6 \'a6 \'a6\par +-----------------------------------------------------------------------+\par En el cas de formaci\'f3 d'aresta o de rac\'f3, les toler\'e0ncies d'execuci\'f3 han de ser les mateixes exigides als paraments que els formen.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs quan la temperatura sobrepassi els l\'edmits de 5\'b0C i 35\'b0C.\par Per a iniciar-ne l'execuci\'f3 cal que la coberta s'hagi acabat o, en els paraments interiors, hi hagi tres plantes amb sostre al damunt, com a m\'ednim.\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par Quan l'enguixat \'e9s reglejat, s'han de fer mestres amb el mateix guix i ben aplomades o ben horitzontals, segons els casos, als paraments, a les cantonades, als racons, al voltant dels forats i als s\'f2cols.\par En el cas de la reglada de s\'f2col, s'han de realitzar tocs en el s\'f2col amb el mateix guix.\par En el cas de la formaci\'f3 d'aresta,LVALz de rac\'f3 o de la reglada de s\'f2col, la pasta de guix que s'utilitzi ha de tenir les mateixes caracter\'edstiques que la dels paraments.\par Per a fer assecatges artificials es requereix l'autoritzaci\'f3 expl\'edcita de la DF.\par No s'han d'utilitzar additius que puguin variar el proc\'e9s d'adormiment.\par S'han d'evitar cops i vibracions que puguin afectar el material durant l'adormiment.\par ACABAT LLISCAT:\par En l'enguixat a bona vista, a la formaci\'f3 d'aresta o de rac\'f3, la pasta de guix s'ha d'aplicar en dues operacions: una d'estesa i la segona de lliscat.\par En l'enguixat reglejat o en la formaci\'f3 de reglada de s\'f2col, la pasta de guix s'ha d'aplicar en dues operacions: una d'estesa entre les mestres, passant el regle i la segona de lliscat.\par El lliscat s'ha de fer amb la part m\'e9s fina del guix, o sigui amb la part superior d'una pasterada feta amb aquesta finalitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ENGUIXAT:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures d'acord amb els criteris seg\'fcents:\par - Obertures <= 4,00 m2: No es dedueixen\par - Obertures > 4,00 m2: Es dedueix el 100%\par Aquests criteris inclouen la superf\'edcie dels paraments laterals de l'obertura en una fond\'e0ria de 30 cm, com a m\'e0xim, excepte en el cas d'obertures de m\'e9s de 4,00 m2 en que aquesta superf\'edcie s'ha d'amidar expressament.\par Inclouen igualment la neteja dels elements que configuren l'obertura, com \'e9s ara bastiments que s'hagin embrutat.\par FORMACI\'d3 D'ARESTA, DE RAC\'d3 O REGLADA DE S\'d2COL:\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par En la reglada de s\'f2col, amb deducci\'f3 de la llarg\'e0ria corresponent a les obertures de les quals formin part, d'acord amb els criteris seg\'fcents:\par - Llarg\'e0ries <= 1,00 m: No es dedueixen\par - Llarg\'e0ries > 1,00 m: Es dedueix el 100%\par Aquesta unitat no s'ha d'amidar quan formi part d'un paramLVALent reglejat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }7 @@@@@@@@@@@@@@ @@ 8>^S++++8@8:++++38UBm++++V?L688++++7L6<8++++2L6<:++++VL6<<++++'L6<@++++8L6@8++++6L6@:++++ L6@<++++>L6@J++++ L6B>++++L6B@++++L6D++++ L6H++++ L6H6++++ L6H8++++4L6H>++++:L6J8++++L6J:++++ ')L6J<++++L6J>++++ L6JB++++L6JD++++V1L6JF++++L6JM++++.L6L:++++L6L<++++L6MM++++ L6Mo++++ /L6O:++++L6O<++++L6OB++++L6OD++++L6OF++++L6Ox++++L6Q:++++;L6S8++++?L6SD++++ .L6SJ++++2L6SU++++VL6SW++++ L6U8++++V'L6UJ++++ '$L>>x++++L>S++++VL>^S++++!L>^x++++ L@xO++++ L@xx++++ LBL8++++ LBx++++VLD8++++(LD@:++++V#LD@x++++V$LDD++++)LDL++++)LDM8++++6LDM:++++#LDMH++++VLDMx++++ LDO:++++&LD[@++++LD[x++++ LDx:++++%LF8x++++ LF:x++++ 2LF<++++ LF>>++++ LF>x++++ LFF8++++VLFH++++$LFxJ++++#LH<++++ LHMx++++ LHQ8++++ '*LH[++++ #LHf:++++ %LHf:++++ %JbJ++++ +LJhO++++ 4LJx:++++ 8LJxJ++++ >LJxU++++ 5LL8D++++VLLH++++ 8++++LU>:++++VALUB:++++LUB<++++LUB>++++LUO8++++V>LUOx++++V;LUs8++++LUs:++++ LUs<++++V6LUs>++++VBLUsB++++LUv<++++V8LUvO++++V=LW:O++++LW<:++++%LWB8++++LWL8++++!LWm8++++#LWoF++++LWs++++L[8<++++L[8>++++L[:<++++ L[:>++++L[<<++++ L[++++V3Li@++++VO6D6++++5O6DD++++VO6DJ++++5O6D[++++ O6L:++++O6L<++++"7 @@@@@@ @ @@ @@OB88++++ '-Q:8i++++ Q::8++++Q:::++++Q::>++++VQ::@++++V Q:>++++VQ:i++++VQ<8@++++Q<8L++++Q<:@++++=Q<:L++++>Q>++++Q>@++++Q>@x++++ Q>L++++Q>O8++++Q>O<++++Q>OF++++Q>OM++++Q>Q:++++S++++VQ>^S++++Q@88++++7Q@8x++++1Q@x8++++4Q@xO++++/Q@xS++++*Q@xW++++,Q@xx++++-QB8:++++ QB8>++++ -QB@J++++ QBx8++++VQD8++++'QD:++++VQDF++++V%QDJ++++$QDL++++*QDM8++++ QDM:++++"QDMH++++VQDO:++++%QDOB++++"QDx:++++9QF88++++ QF8:++++ QF8x++++ QF:<++++ QF:B++++ '#QF:x++++ 1QF++++ QFB@++++ 0QFBL++++ '7QFF++++V QFH++++ QFL++++ jQFQx++++ CQF[++++ QF^<++++ '%QH:<++++(QH++++,QJL++++ '8QJS++++ 9QJ`8++++V"QJb@++++ AQJbJ++++ *QJhO++++ 3QJq[++++ '8++++QU>:++++V@QUB++++QUO8++++V++++Q[:++++Q[<++++ Q[>++++Qb<>++++V2Qi++++VSiB++++VUO@W++++;\8B++++\:8>++++\:8B++++\:8F++++\:8H++++\:8J++++\:8L++++\:8O++++!\:8Q++++\:8U++++\:8W++++\:8h++++\:8x++++0\>@++++ \>@i++++ \@xi++++V\D[@++++V&\FDF++++ BffJ6++++VffJo++++LVALmig\'f3 per a l'ancoratge dels tubs ni les brides met\'e0l\'b7liques per a la subjecci\'f3 dels mateixos.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par La normativa ha de ser l'espec\'edfica a l'\'fas a qu\'e8 es destina.\par\pard\par }:zX\δ ` d  h  l  p  ttttt x$|(,04Œ8< 333333?Sc@?333333?E8J4U020A0122000@@:53-(& ?sh|?@??ED7FP362A0137000@@:53-(& ?Cl @??ED7FP362A0140000@@:53-(& ?d;O@??ED7FP362A0122000@@:53-(& ????ED7FP362BDY3B900@@:53-(& 333333?Sc @?333333?EC15U001A0121000@@:53-(& ?sh|????EC15U001A013M000@@:53-(& ?@??EC15U001BB17U003@@:53-(& ?QJ@??EC151D03BC151D00@@:53-(& ?Q^%@??EC151D03A012E000@@:53-(& /$?xz,C??/$?E8981BA0B8ZA1000@@:53-(& 333333?Sc @?333333?E8981BA0A012D000@@:53-(& Q?>W[??Q?E8981BA0A013D000@@:53-(& -1?# @?-1?E8981BA0B89ZB000@@:53-(& /$?xz,C??/$?E89A2BA0B8ZA1000@@:53-(& (\?sF&!@?(\?E89A2BA0A012D000@@:53-(& {Gz?St$??{Gz?E89A2BA0A013D000@@:53-(& -1?# @?-1?E89A2BA0B89ZB000@@:53-(& /$?xz,C??/$?E898J2A0B8ZA1000@@:53-(& ?d;O@??E898J2A0A012D000@@:53-(& {Gz?St$??{Gz?E898J2A0A013D000@@:53-(& R!u?+1??R!u?E898J2A0B89ZPD00@@:53-(& ?m???E8940BJ0B8ZAA000@@:53-(& HzG?sA_1@?HzG?E8940BJ0A012D000@@:53-(& MbX9?s??MbX9?E8940BJ0A013D000@@:53-(& ?Qk@??E8940BJ0B89ZB000@@:53-(& /$?xz,C??/$?E898K2A0B8ZA1000@@:53-(& ?= ףp@??E898K2A0A012D000@@:53-(& Q?>W[??Q?E898K2A0A013D000@@:53-(& R!u?+1??R!u?E898K2A0B89ZPD00@@:53-(& Q?xz,C??Q?E7C9H501A0122000@@:53-(& Q?&†??Q?E7C9H501A0140000@@:53-(& ?K7@??E7C9H501B7C9H500@@:53-(& ?Q^%@??EC151B03A012E000@@:53-(& ?= ףpE@??EC151B03BC151B00@@:53-(& ?rh|/@??EAZAAR01A013A000@@:53-(& ?SA@??EAZAAR01A012A000@@:53-(& .@??.@EAZAAR01B0A61500@@:53-(& ?d@??EAZAAR01BAZAAR01@@:53-(& ?^@??EB92U200BB92U200@@:53-(& ?ʡE1@??EB92U200A013M000@@:53-(& x&?ЛT[(@?x&?EB92U200A012M000@@:53-(& ~jt?ʾ+??~jt?E442502CA013M000@@:53-(& ~jt?P6 r??~jt?E442502CA012M000@@:53-(& ? ףp= ???E442502CB44Z5025@@:53-(&qBC @ @ @ @ @ @ Q>>:@6:@L>>x@6:JAQ>>:@6:@M:66f666AQ>>:@6:MJ68:`666~Q>>:@6:MJ68<`666~Q>>:@6:ML>>x@6:@~Q>>:@8:>J68::666Q>>:@8:>J68>6666Q>>:@8:>L>>x@6:[Q Q>>:[6<@J68:@666Q>>:[6<@J68<@666Q>>:[6<@L>>x[6>:[6<@M:66f666Q>@88FW>J68::666Q>@88FW>J68>6666Q>@88FW>L6B@HB6LQ>@88FW>M8D68866Q>@<8FW>J68::666 Q>@<8FW>J68>6666!Q>@<8FW>L6B@HB6LQ>@<8FW>M8D68866Q>@H8FW<J68::666AQ>@H8FW<J68>6666AQ>@H8FW<L6B@HB6LAQ>@M8FW>J68::666%Q>@M8FW>J68>6666"Q>@M8FW>L6B@HB6L#Q>@M8FW>M8D68866$Q>@xo66:J68@6666 Q>@xo66:L6H6D866 Q>@xo66:M:66W666 Q>@xo66:O6L:J866 Q>L8<666J68:>666Q>L8<666J68<>666Q>L8<666L6J8>:66Q>L8<666O6L:J866Q>L<@666J68:>666Q>L<@666J68<>666Q>L<@666L6J8>:66Q>L<@666O6L:J866Q>LH<666J68:>666AQ>LH<666J68<>666A Q>LH<666L6J8>:66AQ>LH<666O6L:J866AQ>LHOMFFJ68:>666AQ>LHOMFFJ68<>666AQ>LHOMFFL6J8>:66AQ>LHOMFFO6L<>8MBAQ>LM<666J68:>666(Q>LM<666J68<>666)Q>LM<666L6J8>:66*Q>LM<666O6L:J866+Q>O8886@J68:<666Q>O8886@J68<<666LVAL \'a6 \'b1 2 \'a6\par \'a6vidriada \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6---------------------\'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6Comuna d'elaboraci\'f3 \'a6 interior \'a6 >= 5 \'a6 \'b1 2 \'a6 \'b1 4 \'a6\par \'a6 manual \'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6 \'a6 exterior \'a6 >= 5 \'a6 \'b1 2 \'a6 \'b1 4 \'a6\par \'a6---------------------\'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6Refract\'e0ria o Gres \'a6 - \'a6 - \'a6 \'b1 1 \'a6 \'b1 2 \'a6\par +------------------------------------------------------------------------+\par Toler\'e0ncies d'execuci\'f3:\par - Paral\'b7lelisme entre els eixos dels junts: \'b1 1 mm/m\par - Horitzontalitat dels junts (amidada sobre els eixos dels junts): \'b1 2 mm/2 m\par - Verticalitat dels junts (amidada sobre els eixos dels junts): \'b1 2 mm/2 m\par TRENCAD\'cdS:\par La composici\'f3 del trencad\'eds ha de seguir les especificacions indicades a la DT\par Ha de tenir la distribuci\'f3 de formes i condicions de planor i aplomat previstos.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs quan la temperatura sobrepassi els l\'edmits de 5\'b0C i 35\'b0C, la velocitat del vent sigui superior a 50 km/h o plogui. Si un cop executat el treball es donen aquestes condicions, s'ha de revisar la feina feta durant les darreres 48 hores, i s'han d'enderrocar i refer les parts afectades.\par La rejuntada s'ha de fer al cap de 24 h.\par ENRAJOLAT:\par Cal barrejar les peces de caixes diferents per tal d'evitar difer\'e8ncies de tonalitat.\par COL\'b7LOCACI\'d3 AMB MORTER ADHESIU:\par L'arrebossat s'ha d'haver adormit, ha de tenir una humitat < 3% i ha d'estar lliure de sals solubles que puguin impedir l'adher\'e8ncia del morter adhesiu.\par El mortLVALer adhesiu s'ha de preparar i aplicar segons les instruccions del fabricant. S'ha d'aplicar sobre superf\'edcies de menys de 2 m2 i s'ha de marcar aquesta superf\'edcie amb una aplanadora dentada (les dents han de tenir entre 5 i 8 mm de fond\'e0ria).\par COL\'b7LOCACI\'d3 AMB MORTER P\'d2RTLAND O REFRACTARI:\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter.\par El morter s'ha d'estendre per tota la bescara de la pe\'e7a.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par En revestiment de paraments, amb deducci\'f3 de la superf\'edcie corresponent a obertures d'acord amb els criteris seg\'fcents:\par - Obertures <= 1,00 m2: No es dedueixen\par - Obertures > 1,00 m2 i <= 2,00 m2: Es dedueix el 50%\par - Obertures > 2,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, o que es dedueixin parcialment, l\'92amidament inclou la feina de fer els retorns, com brancals, llindes, etc. En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL%5{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Material format per la mescla d\'92un conglomerant, c\'e0rregues minerals i additius, apte per a omplir junts entre diferents materials.\par S'han considerat els tipus seg\'fcents:\par - Mescla de car\'e0cter col\'b7lo\'efdal formada principalment per ciment, aigua i, eventualment, sorra fina i additius, utilitzades en estructures amb armadures pretensades.\par - Material format per la mescla d\'92un conglomerant, c\'e0rregues minerals i additius, apte per a omplir els junts entre les rajoles cer\'e0miques que formen els revestiment de parets o paviments situats en interior o exteriors.\par S'han considerat els tipus seg\'fcents de material per a rejuntat de rajoles cer\'e0miques:\par - Material de rejuntat cementos (CG): Mescla de conglomerant hidr\'e0ulic, c\'e0rregues minerals i additius org\'e0nics o inorg\'e0nics, que \'fanicament cal incorporar aigua o addici\'f3 l\'edquida en el moment abans d\'92utilitzar-se.\par - Material de rejuntat de resina reactiva (RG): Mescla de resines sint\'e8tiques, c\'e0rregues minerals i additius org\'e0nics o inorg\'e0nics, que endureixen per una reacci\'f3 qu\'edmica.\par BEURADA DE CIMENT:\par El ciment ha de ser del tipus p\'f2rtland CEM I\par La sorra ha de ser de grans silicis o calcaris i no ha de tenir impureses o subst\'e0ncies perjudicials com \'e9s ara \'e0cids o part\'edcules laminars.\par Els additius que es facin servir no han de tenir subst\'e0ncies que puguin perjudicar les armadures o la beurada, com \'e9s ara els sulfurs, els clorurs o els nitrats.\par Flu\'efdesa en el con de Marsh: 17 < F < 2LVAL5\par Relaci\'f3 aigua-ciment: <= 0,5\par Exsudaci\'f3 en proveta cil\'edndrica:\par - A les 3 h: <= 2% en volum\par - M\'e0xima: <= 4% en volum\par - A les 24 h: 0%\par pH de l'aigua: >= 7\par Contracci\'f3 en proveta cil\'edndrica: <= 3% en volum\par Expansi\'f3: <= 10%\par Resist\'e8ncia a la compressi\'f3 als 28 dies: >= 30 N/mm2\par BEURADA PER A CER\'c0MICA:\par No ha de tenir grumolls ni principis d'aglomeraci\'f3.\par BEURADA PER A CER\'c0MICA DE MATERIAL CIMENTOS (CG):\par S\'92han considerat les classes seg\'fcents, en funci\'f3 de les caracter\'edstiques addicionals:\par - CG 1: Material de rejuntat cimentos normal\par - CG 2: Material de rejuntat cimentos millorat, amb caracter\'edstiques addicionals (resist\'e8ncia alta a la abrasi\'f3 i absorci\'f3 d\'92aigua redu\'efda)\par Caracter\'edstiques fundamentals:\par - Resist\'e8ncia a la abrasi\'f3 (EN 12808-2): <= 2000 mm3\par - Resist\'e8ncia a la flexi\'f3 (EN 12808-3): >= 3,5 N/mm2\par - Resist\'e8ncia a la compressi\'f3 (EN 12808-3): >= 15 N/mm2\par - Retracci\'f3 (EN 12808-4): <= 2 mm/m\par - Absorci\'f3 d\'92aigua (EN 12808-5):\par - Despr\'e9s de 30 min: <= 5 g\par - Despr\'e9s de 240 min: <= 10 g\par Caracter\'edstiques addicionals:\par - Alta resist\'e8ncia a la abrasi\'f3 (EN 12808-2): <= 1000 mm3\par - Absorci\'f3 d\'92aigua (EN 12808-5):\par - Despr\'e9s de 30 min: <= 2 g\par - Despr\'e9s de 240 min: <= 5 g\par BEURADA PER A CER\'c0MICA DE RESINES REACTIVES (RG):\par - Resist\'e8ncia a la abrasi\'f3 (EN 12808-2): <= 250 mm3\par - Resist\'e8ncia a la flexi\'f3 (EN 12808-3): >= 30 N/mm2\par - Resist\'e8ncia a la compressi\'f3 (EN 12808-3): >= 45 N/mm2\par - Retracci\'f3 (EN 12808-4): <= 1.5 mm/m\par - Absorci\'f3 d\'92aigua despr\'e9s de 240 min(EN 12808-5): <= 0,1 g\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par BEURADA DE CIMENT:\par Subministrament: Amb les precaucions necess\'e0ries per que no s'alterin les seves caracter\'edstiques.\par Emmagatzematge: No s'ha d'utiliLVALtzar un cop passats 30 min despr\'e9s de pastar-lo.\par BEURADA PER A CER\'c0MICA:\par Subministrament: Envasada adequadament, de manera que no experimenti alteraci\'f3 de les seves caracter\'edstiques.\par A l'embalatge o a l'albar\'e0 de lliurament han de constar-hi les dades seg\'fcents:\par - Nom del producte\par - Marca del fabricant i lloc d\'92origen\par - Data i codi de producci\'f3, caducitat i condicions d\'92emmagatzematge\par - Refer\'e8ncia a la norma UNE-EN 13888\par - Tipus de material de rejuntat\par - Instruccions d\'92us:\par - Proporcions de la mescla\par - Temps de maduraci\'f3: interval de temps des del moment de fer la mescla i el moment en que est\'e0 llest per a ser aplicat\par - Vida \'fatil: interval de temps m\'e0xim en que el material pot ser utilitzat despr\'e8s de fer la mescla\par - M\'e8tode d\'92aplicaci\'f3\par - Temps que cal esperar fins a fer la neteja i permetre l\'92\'fas \par - \'c0mbit d\'92aplicaci\'f3\par Emmagatzematge: En el seu env\'e0s d'origen i en llocs secs, sense contacte directe amb el terra i protegit de la intemp\'e8rie, de manera que no se n'alterin les condicions inicials.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par BEURADA DE CIMENT:\par l de volum necessari procedent de la instal.laci\'f3 de l\'92obra.\par BEURADA PER A CER\'c0MICA:\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par BEURADA DE CIMENT:\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par Real Decreto 2661/1998, de 11 de diciembre, por el que se aprueba la Instrucci\'f3n de Hormig\'f3n Estructural (EHE).\par BEURADA PER A CER\'c0MICA:\par *UNE-EN 13888:2003 Material de rejuntado para baldosas cer\'e1micas. Definiciones y especificaciones.\par\pard\par }LVAL&5{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Rajoles cer\'e0miques per a revestimets, verticals o horitzontals, obtingudes d'una pasta d'argila, silici, fundents i colorants, cuita.\par S'han considerat les peces seg\'fcents:\par - Rajola de Val\'e8ncia (premsada i esmaltada)\par - Rajola de gres extru\'eft esmaltat o sense esmaltar\par - Rajola de gres porcell\'e0nic (premsat)\par - Rajola de gres premsat esmaltat\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir un color i una textura uniformes a tota la superf\'edcie. Els angles i les arestes han de ser rectes i la cara vista plana.\par Aspecte superficial: peces sense defectes visibles (UNE_EN ISO 10545-2 ): >= 95%\par Resist\'e8ncia a la flexi\'f3 (UNE_EN ISO 10545-4):\par - Rajoles de val\'e8ncia (cer\'e0mica premsada): >= 15 N/mm2\par - Rajoles de gres extru\'eft: >= 20 N/mm2\par - Rajoles de gres premsat: >= 27,5 N/mm2\par Duresa a les ratllades (UNE 67101):\par - Rajola de val\'e8ncia: >= 3\par - Rajola cer\'e0mica per a paviments: >= 5\par - Gres esmaltat: >= 5\par - Gres sense esmaltar: >= 6\par Resist\'e8ncia als productes de neteja i als additius per a aig\'fces de piscines:\par - Rajola de val\'e8ncia o cer\'e0mica o gres esmaltat: >= classe B (UNE_EN ISO 10545-14)\par - Rajola de gres sense esmaltar: >= classe C (UNE_EN ISO 10545-13)\par Resist\'e8ncia a les taques (UNE_EN ISO 10545-14):\par - Rajola de val\'e8ncia o cer\'e0mica o gres esmaltat: >= classe 2\par Resist\'e8ncia a l'abrasi\'f3:\par +--------------------------------------------------------------+\par \'a6 Rajola \'a6 Tipus \'a6ResistLVAL\'e8ncia a l'abrasi\'f3\'a6\par \'a6-----------------------------\'a6--------\'a6-----------------------\'a6\par \'a6 \'a6 1 \'a6 >= classe IV \'a6\par \'a6Rajola de cer\'e0mica \'a6 2 \'a6 >= classe III \'a6\par \'a6esmaltada \'a6 3 \'a6 >= classe II \'a6\par \'a6(UNE_EN_ISO 10545-7) \'a6 4 \'a6 >= classe I \'a6\par \'a6-----------------------------\'a6--------\'a6-----------------------\'a6\par \'a6 \'a6 1 \'a6 >= classe IV \'a6\par \'a6Rajola de gres \'a6 2 \'a6 >= classe III \'a6\par \'a6esmaltat \'a6 3 \'a6 >= classe II \'a6\par \'a6(UNE_EN_ISO 10545-7) \'a6 4 \'a6 >= classe I \'a6\par \'a6-----------------------------\'a6--------\'a6-----------------------\'a6\par \'a6Rajola de gres sense \'a6Premsat \'a6 <= 205 mm3 \'a6\par \'a6esmaltar (UNE_EN ISO 10545-6)\'a6extru\'eft \'a6 <= 300 mm3 \'a6\par +--------------------------------------------------------------+\par Absorci\'f3 d'aigua (UNE_EN ISO 10545-3):\par - Rajola de Val\'e8ncia (cer\'e0mica premsada): 10-20%\par - Gres premsat: <= 1,5%\par - Gres extru\'eft: <= 3%\par Coeficient de dilataci\'f3 t\'e8rmica lineal (UNE_EN ISO 10545-8):\par - Rajola de val\'e8ncia (cer\'e0mica premsada): <= 9 x 10 E -6\'b0C\par - Gres premsat: <= 9 x 10 E -6\'b0C\par - Gres extru\'eft: 5 x 10 E -6\'b0C <= 13 x 10 E -6\'b0C\par Ha de complir les condicions requerides per la DF.\par RAJOLES DE VAL\'c8NCIA (CER\'c0MICA PREMSADA):\par Toler\'e0ncies:\par - Llarg\'e0ria i ampl\'e0ria respecte a les dimensions de fabricaci\'f3:\par - Costat <= 12 cm: \'b1 0,75%\par - Costat > 12 cm: \'b1 0,5%\par - Gruix:\par - 46 - 400 peces/m2: \'b1 0,5 mm\par - 16 - 45 peces/m2: \'b1 0,6 mm\par - <= 15 peces/m2: \'b1 0,7 mm\par - Rectitud de costats: \'b1 0,3%\par - PlLVALanor: + 0,5%, - 0,3%\par - Ortogonalitat: \'b1 0,5%\par Totes aquestes toler\'e0ncies s'han de verificar segons la UNE_EN ISO 10545-2.\par RAJOLA DE GRES PREMSAT:\par Toler\'e0ncies:\par - Llarg\'e0ria i ampl\'e0ria respecte a les dimensions de fabricaci\'f3:\par - 15 - 25 peces/m2: \'b1 0,6%\par - 26 - 45 peces/m2: \'b1 0,75%\par - 46 - 115 peces/m2: \'b1 1%\par - Gruix:\par - 15 - 45 peces/m2: \'b1 5%\par - 46 - 400 peces/m2: \'b1 10%\par - Rectitud de costats:\par - 15 - 115 peces/m2: \'b1 5%\par - 116 - 400 peces/m2: \'b1 0,75%\par - Planor:\par - 15 - 115 peces/m2: \'b1 0,6%\par - 116 - 400 peces/m2: \'b1 1%\par - Ortogonalitat:\par - 15 - 115 peces/m2: \'b1 0,6%\par - 116 - 400 peces/m2: \'b1 1%\par Totes aquestes toler\'e0ncies s'han de verificar segons la UNE_EN ISO 10545-2.\par RAJOLES DE GRES EXTRU\'cfT:\par Toler\'e0ncies:\par - Llarg\'e0ria i ampl\'e0ria respecte a les dimensions de fabricaci\'f3: \'b1 2%\par - Gruix: \'b1 10%\par - Rectitud de costats: \'b1 0,6%\par - Planor: \'b1 1,5%\par - Ortogonalitat: \'b1 1%\par Totes aquestes toler\'e0ncies s'han de verificar segons la UNE_EN ISO 10545-2.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetades en caixes. Les peces i/o l'embalatge han d'estar marcats amb les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial\par - Primera qualitat\par - Denominaci\'f3 i designaci\'f3 segons normativa vigent\par - Dimensions nominals\par - Acabat superficial:\par - UGL sense esmaltar\par - GL esmaltades\par - Propietats higrot\'e8rmiques (segons l\'92article 4.1 del DB HE1)\par Emmagatzematge: En el seu embalatge, en llocs protegits contra els impactes i la intemp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par RAJOLES DE VAL\'c8NCIA (CER\'c0MICA PREMSADA):\par *UNE 67159:1985 Baldd LVALt osas cer\'e1micas prensadas en seco con absorci\'f3n de agua E >10% (Grupo BIII).\par *UNE 67159/1M:1992 Baldosas cer\'e1micas prensadas en seco con absorci\'f3n de agua E> 10%. (Grupo BIII).\par RAJOLA DE GRES PREMSAT:\par *UNE 67176:1985 Baldosas cer\'e1micas prensadas en seco con baja absorci\'f3n de agua (E menor igual 3%) Grupo B I.\par *UNE 67176/1M:1992 Baldosas cer\'e1micas prensadas en seco con baja absorci\'f3n de agua (E<= 3%). Grupo BI.\par RAJOLA DE GRES EXTRU\'cfT:\par *UNE 67121:1985 Baldosas cer\'e1micas extruidas con baja absorci\'f3n de agua (E menor o igual 3%) grupo A1.\par *UNE 67121:1986 ERR Baldosas cer\'e1micas extruidas con baja absorci\'f3n de agua (E menor o igual 3%)-Grupo A1.\par *UNE 67121/1M:1992 Baldosas cer\'e1micas extruidas con baja absorci\'f3n de agua. (E<= 3%). (Grupo A1).\par\pard\par }mX\ ` d dddddddddddddddd h  l   p  t  x$|||(,Ą04Œ88888< p= ף?k ??p= ף?FJS5U110A012M000@@:53-(& ?RQ???FJS5U110BJS5U100@@:53-(& RQ?UHA@?RQ?E8J4U020B0G1U020@@:53-(& ~jth?Y8m??~jth?E8J4U020D070A4D1@@:53-(& ?T㥛 @??FR643131A016P000@@:53-(& ?n@??FR45UOLEBR45UOLE@@:53-(& Q?k ??Q?ER3P1311A012P000@@:53-(& @G@?@ER3P1311A016P000@@:53-(& ?㥛 G@??ER3P1311BR3P1310@@:53-(& {Gz? ??{Gz?E225AR70A0140000@@:53-(& {Gz?q= ףp??{Gz?E225AR70C1311120@@:53-(& ?4@??E225AR70B033R500@@:53-(& /$?'XQ@?/$?FR2G3A81C13161D0@@:53-(& {Gz? ??{Gz?E2251772A0140000@@:53-(&  ףp= ?Q@? ףp= ?E2251772C1311120@@:53-(&  ףp= ?LJ@? ףp= ?E2251772C1335080@@:53-(& 333333? rh@?333333?E2241200A0140000@@:53-(& ?Cl???E2241100A0140000@@:53-(& Q?ho@?Q?ED7FP362BDW3B900@@:53-(& ?d;O@??ED7FP362A0127000@@:53-(& ? ףp= @??E83F5003B0A44000@@:53-(& ?A`"???E83F5003B0527030@@:53-(& ?Hz@??F9GZ2524A0150000@@:53-(& ?L@??F9GZ2524C170H000@@:53-(& 333333?Sc @?333333?E93A6570A0122000@@:53-(& Q?xz,C@?Q?E9Z21100A0128000@@:53-(& Q?&†??Q?E9Z21100A0140000@@:53-(& Q???Q?E9Z21100C2007000@@:53-(& ?Hz@??E93A1044A0137000@@:53-(& ?= ףp@??E93A1044A0127000@@:53-(& {Gz? ??{Gz?E93A1044A0140000@@:53-(& W2ġ?yC??W2ġ?E93A1044B0312400@@:53-(& RQ?^)G@?RQ?E93A1044B93A0040@@:53-(& 333333???333333?E93A1044B9CZ1000@@:53-(& /$?ek}??/$?E93A1044D0701641@@:53-(& eX?wn??eX?E81121E2D0701821@@:53-(& q= ףp?z6@?q= ףp?E81121E2A0140000@@:53-(& q= ףp?s;$@?q= ףp?E81121E2A0122000@@:53-(& ?d;O???E81ZU0C1A0122000@@:53-(& ?Cl???E81ZU0C1A0140000@@:53-(& ?@??E81ZU0C1B81ZU0C1@@:53-(& ?Cl???E823123VA0140000@@:53-(& 333333?Sc@?333333?E823123VA0127000@@:53-(& ˡE@p0??ˡE@E823123VB0711010@@:53-(& ?"!@??E823123VB0FH1172@@:53-(& Gz?v??Gz?E823123VB05A2102@@:53-(&LVALiu{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Conduccions amb tub de polipropil\'e8 a pressi\'f3 per a instal.lacions de transport i distribuci\'f3 de fluids, amb les unions soldades.\par S'han considerat els tipus de col.locaci\'f3 seg\'fcents:\par - Col.locat superficialment\par - Col.locat al fons de la rasa per enterrar\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de la conducci\'f3\par - Col.locaci\'f3 dels tubs i accessoris en la seva posici\'f3 definitiva\par - Execuci\'f3 de totes les unions necess\'e0ries\par - Neteja de la conducci\'f3\par\par CONDICIONS GENERALS:\par Es considera la dificultat de muntatge de grau mitj\'e0 la que correspon a una xarxa equilibrada en trams lineals i amb accessoris (distribucions d'aigua, gas, calefacci\'f3, etc.).\par La posici\'f3 ha de ser la reflectida a la D.T. o, en el seu defecte, la indicada per la D.F.\par Les unions entre tubs s'han de fer per soldadura amb material d'aportaci\'f3.\par Els canvis de direcci\'f3, els ramals, les brides i les reduccions s'han de fer per mitj\'e0 dels accessoris adequats de polipropil\'e8. Les unions s'han de fer per acoblament i soldadura amb material d'aportaci\'f3.\par Els junts han de ser estancs a la pressi\'f3 de prova, han de resistir els esfor\'e7os mec\'e0nics i no han de produir alteracions apreciables en el r\'e8gim hidr\'e0ulic de la canonada.\par\par COL.LOCACI\'d3 SUPERFICIAL:\par Els tubs han de ser accessibles. Les canonades s'han d'estendre perpendicularment o paral.lelament respecte a l'estructura de l'edifici. Les horitzontals han de LVALpassar preferentment a prop del paviment o del sostre.\par La superf\'edcie del tub ha d'estar a >= 300 mm de qualsevol conductor el\'e8ctric i s'ha de procurar que passi per sota.\par El pas a trav\'e9s d'elements estructurals s'ha de fer amb passamurs i l'espai que quedi s'ha d'omplir amb material el\'e0stic. Els passamurs han de sobresortir >= 3 mm del parament. Dins del passamurs no hi pot quedar cap accessori.\par Dist\'e0ncia entre suports:\par +-----------------------------------------------------+\par \'a6 DN \'a6 Dist\'e0ncia entre suports (mm) \'a6\par \'a6 (mm) \'a6---------------------------------------------\'a6\par \'a6 \'a6 en trams verticals \'a6 en trams horitzontals \'a6\par \'a6-------\'a6--------------------\'a6------------------------\'a6\par \'a6 16 \'a6 710 \'a6 550 \'a6\par \'a6 20 \'a6 780 \'a6 600 \'a6\par \'a6 25 \'a6 840 \'a6 650 \'a6\par \'a6 32 \'a6 940 \'a6 750 \'a6\par \'a6 40 \'a6 1100 \'a6 850 \'a6\par \'a6 50 \'a6 1230 \'a6 950 \'a6\par \'a6 63 \'a6 1230 \'a6 950 \'a6\par \'a6 75 \'a6 1360 \'a6 1050 \'a6\par \'a6 90 \'a6 1490 \'a6 1150 \'a6\par \'a6 110 \'a6 1620 \'a6 1250 \'a6\par \'a6 140 \'a6 1800 \'a6 1500 \'a6\par \'a6 160 \'a6 1800 \'a6 1500 \'a6\par +-----------------------------------------------------+\par Sobre envans, els suports s'han de fixar amb tacs i visos, i a les parets, s'han d'encastar. Entre l'abra\'e7adora del suport, si \'e9s met\'e0l.lica, i el tub, s'ha d'interposar una anella el\'e0stica. En cas de fluids molt calents, el suport ha de permetre una certa llibertat axial al tub per tal de compensarLVALX{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Excavaci\'f3 per a plantaci\'f3 d'esp\'e8cies vegetals.\par S'han considerat els tipus seg\'fcents:\par - Clot\par - Rasa\par S'han considerat els aprofitaments de les terres seg\'fcents:\par - C\'e0rrega sobre cami\'f3\par - Escampada al costat de l'excavaci\'f3\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Amb c\'e0rrega de terres:\par - Replanteig dels clots o rases per excavar\par - Extracci\'f3 de les terres\par - C\'e0rrega de les terres sobrants sobre cami\'f3\par Amb escampada de terres:\par - Replanteig dels clots o rases per excavar\par - Extracci\'f3 de les terres\par - Escampada de les terres sobrants al costat dels clots o rases excavades\par CONDICIONS GENERALS:\par L'excavaci\'f3 ha de quedar a la situaci\'f3 prevista.\par Les parets de l'excavaci\'f3 han de ser estables.\par Toler\'e0ncies d'execuci\'f3:\par - Volum: \'b1 10%\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha de comprovar la permeabilitat del terreny i fer, si \'e9s necessari, els treballs de drenatge perqu\'e8 la terra tingui la permeabilitat adequada.\par L'excavaci\'f3 s'ha de fer amb el m\'e0xim de temps possible abans de la plantaci\'f3 per a facilitar l'aireig del terra.\par En cas d'imprevistos (olors de gas, restos de construccions, etc.) s'han d'aturar els treballs i avisar a la DF.\par Les terres excavades s'han de corregir amb les aportacions indicades a la DT, o en el seu defecte per les que digui la DF.\par Durant el per\'edode que est\'e0 oberta, l'excavaci\'f3 ha de quedar protegida del pas de per LVAL sones i vehicles.\par S'han de suspendre els treballs en cas de pluja o neu.\par Quan l'excavaci\'f3 es realitza amb escampada de les terres sobrants, aquestes s'han de separar en dues parts: per una banda la superficial i per l'altre la profunda.\par Quan l'excavaci\'f3 es realitza amb c\'e0rrega de les terres sobrants, s'ha de dur el 100% d'aquestes a un abocador autoritzat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par CLOT:\par Unitat mesurada segons les especificacions de la DT.\par RASA:\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NTJ 08B:1993 Normes Tecnol\'f2giques de Jardineria i Paisatgisme. Implantaci\'f3 del material vegetal. Treballs de plantaci\'f3.\par\pard\par }LVAL les dilatacions.\par La canonada no pot travessar xemeneies ni conductes.\par Els junts han de ser estancs a la pressi\'f3 de prova, han de resistir els esfor\'e7os mec\'e0nics i no han de produir alteracions apreciables en el r\'e8gim hidr\'e0ulic de la canonada.\par\par COL.LOCACI\'d3 AL FONS DE LA RASA:\par La fond\'e0ria de la rasa ha de permetre que el tub descansi sobre un llit de sorra, de riu de gruix >= 15 cm. Pel seu damunt hi ha d'haver un reblert >= 60 cm de terra ben piconada per tongades de 20 cm, si no hi ha de passartr\'e0nsit rodat i >= 100 cm en cas contrari. Les primeres capes de terra que envolten el tub cal piconar-les amb cura.\par Per contrarestar les reaccions axials que es produeixen en circular el fluid, les corbes, les T, les reduccions, etc., s'han d'ancorar a daus massissos de formig\'f3.\par El tub s'ha de col.locar dins la rasa serpentejant lleugerament per a permetre les contraccions i dilatacions degudes a canvis de temperatura.\par\par 2.CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par En tallar un tub, cal fer-ho perpendicularment a l'eix i eliminar les rebaves. Si s'ha d'aplicar un accessori de compressi\'f3 cal aixamfranar l'aresta exterior.\par Cada cop que s'interromp el muntatge, cal tapar els extrems oberts.\par Un cop acabada la instal.laci\'f3 s'ha de netejar interiorment i fer-hi passar aigua per arrossegar les brosses.\par\par COL.LOCACI\'d3 AL FONS DE LA RASA:\par En fer el muntatge, es van cal\'e7ant provisionalment els tubs.\par Els daus d'ancoratge s'han de fer un cop enllestida la instal.laci\'f3.\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal.lada, amidada segons les especificacions de la D.T., entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material corresponents a retalls.\par En les instal.lacions en les que a la P.O. s'especifica el grau de dificultat com a mitj\'e0 s'inclou, a m\'e9s, la repercussi\'f3 de peces especials per col.locar.\par\par LVALp!{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Morters preparats per a realitzar estucs d'una sola capa, continus i impermeables.\par S'han considerat els tipus seg\'fcents:\par - Morter monocapa de ciment i additius, amb granulat seleccionat, per a acabat rug\'f3s\par - Morter monocapa de ciment i additius amb granulat seleccionat, per a acabat raspat\par - Morter monocapa de ciment i additius amb granulats seleccionats, per a acabar amb un granulat projectat\par - Pasta vin\'edlica de color amb c\'e0rregues minerals i additius per a revestiments continus, per a textures ratllades o a la tirolesa.\par MORTER MONOCAPA:\par No ha de tenir part\'edcules estranyes ni disgregacions.\par Ha de ser de color estable, insaponificable, resistent a la intemp\'e8rie, al xoc i al rentat.\par Ha de tenir prou poder de cobriment per a realitzar el revestiment amb el nombre de capes previst.\par Els granulats han de ser calcaris o silicis de granulometria compensada.\par L'aglomerant ha de ser b\'e0sicament ciment blanc amb additius que puguin modificar-ne les caracter\'edstiques.\par Un cop aplicat, ha de complir els valors seg\'fcents:\par - Resist\'e8ncia a la compressi\'f3: >= 5 N/mm2\par - Resist\'e8ncia a la tracci\'f3: >= 2 N/mm2\par - Retracci\'f3:\par - al cap de 7 dies: <= 0,7 mm/m\par - al cap de 28 dies: <= 1,2 mm/m\par - Adher\'e8ncia (tracci\'f3 vertical):\par - sobre cer\'e0mica (en sec): >= 0,3 N/mm2\par PASTA VIN\'cdLICA:\par Pasta acuosa composada per un copol\'edmer vin\'edlic com a lligant, pigments, c\'e0rregues minerals i additius.\par Caracter\'edstiques f\'edsiques:\p2LVAL8bbμ ̫ x xr j % | MMbQQŠĠĠĠĠĠĠ4444ĿV$Tancament de vidre lluna incolorBloc de morter de ciment, foradat, llis, de 400x200x150 Bloc de morter de ciment, foradat, llis, de 400x200x150 mm, per a revestir, categoria I, segons norma UNE-EN 771-3Pea de pedra artificial de morter de ciment blanc, sortida de motlle, de 29 cm d'amplriaMorter adhesiu tipus C2 segons norma UNE-EN 12004Ganxo d'acer inoxidable per a l'ancoratge d'aplacatsTancament de vidre lluna incolora trempada de 10 mm de gruix amb una fulla batent, amb fixacions mecniquesImprimaci prvia per a impermeabilitzacions de cautx lquidCautx lquid per a impermeabilitzacionsAcer A/42-B, en perfils laminats srie L,LD,T,rod, quadrat, rectangular, planxa, treballat al taller i galvanitzatCaixa per a persiana , de formig armat per a revestir, de 30x25 cm, de ms de 2 i fins a 3 m de llargriaLlinda prefabricada de cermica armada de 14 cm d'amplria i 3.1 m de llargria, per a revestirMorter asfltic de dosificaci 1:4, elaborat a l'obra amb formigonera de 165 lPerfil U d'acer inoxidable de 15 x 30 mm, col.locat amb cargolsPlaca semirgida de llana de roca de densitat 26 a 35 kg/m3 de 40 mm de gruixVinil autoadhesiu amb diferents pictogramesMassilla per a segellats, d'aplicaci amb pistola, de base poliuret monocomponentFolrat de bastiment de base de 9-10,6 x 4 cm., amb fusta de pi flandes 1 sense nusos, per pintarPorta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats. Guia Klein d'alumini anoditzat mod retrac.85/125 per portes corredisses per un pes 60-85 kg Porta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus B. Pany de cop i condemna tecnolar 890 INJoc d'accessoris d'acer inox pba progama 2000 amb placa 180x180, manetes L d.20, per pany cop i condemna ( 28BSR06IM) o similarJoc de condemna acer inox pba programa 2000 ( art. 2033 ) o similarPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix. Porta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats.Topall per a porta model 7108 inox mate o similarPany de cop i clau Tecnolar 883 IN o similarAcer S355J2H segons UNE-EN 10210-1, format per pea simple, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat al taller per a col.locar amb soldadura i amb una capa d'imprimaci antioxidantScol de material sinttic, sorra i pols de marbre aglomerats amb resines de polister de 7 cm d'alria i 7 mm de gruix, de color llis, tipus Trusplas o equivalentLmina vinlica d'1,3 mm.Tarkolay o equivalent, amb fibra de vidre i revers amb relleu semiesfric per a instal.laci flotant o equivalent Lmina de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685, per a trfic extra intens i un pes no superior a 2,9kg/m2, de Tarkett mod. Eminent o equivalent,classificaci i reacci al foc M2/Bfl s1 LVALar - Pigments: 9%\par - C\'e0rregues minerals:\par - Textura ratllada: 67%\par - Textura tirolesa: 65%\par - Lligants i additius en sec: 9%\par - Aigua i caolescents:\par - Textura ratllada: 15%\par - Textura tirolesa: 20%\par - Densitat:\par - Textura ratllada: 1,75 a 1,85 kg/dm3\par - Textura tirolesa: 1,8 kg/dm3\par - Contingut de cendres a 450\'baC:\par - Textura ratllada: 75 a 80%\par - Textura tirolesa: 73%\par - Extracte sec a 105\'baC:\par - Textura ratllada: 80 a 95%\par - Textura tirolesa: 80%\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par MORTER MONOCAPA:\par Subministrament: En sacs de paper de moltes capes o de pl\'e0stic, de m\'e9s de 25 kg de pes net.\par A cada sac hi ha d'haver les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Color o refer\'e8ncia\par - Pes net\par - Rendiment\par - Data de caducitat o de fabricaci\'f3\par - Instruccions d'\'fas i d'aplicaci\'f3\par - Temps m\'e0xim de pastat\par - Distintiu de qualitat, si en t\'e9\par Si se li demana, el fabricant ha de garantir les caracter\'edstiques mesurades segons els tipus d'assaigs seg\'fcents:\par - Duresa: UNE 48-173, UNE 48-024 \par - Solidesa a la llum: NF-T-30.057\par - Permeabilitat a l'aigua de pluja: INCE 628-2/75 M\par - Resist\'e8ncia a l'aigua i al rentat: UNE 48-144\par - Transmissi\'f3 del vapor d'aigua: NF-T-30.018\par - Resist\'e8ncia a la intemp\'e8rie: UNE 48-025, INCE 628-1/75 M, MELC 12.94\par - Resist\'e8ncia a l'abrasi\'f3: NF-T-30.015\par - Resist\'e8ncia a la calor 85\'b0C: UNE 40-033\par - Adher\'e8ncia: INCE 628-5/75 M\par Emmagatzematge: En llocs secs i ventilats, sense contacte directe amb el terra i protegits de la intemp\'e8rie.\par Temps m\'e0xim d'emmagatzematge: 12 mesos.\par PASTA VIN\'cdLICA:\par Subministrament: En envasos adequats.\par A cada env\'e0s hi ha d'haver les dades seg\'fcents:\par - Identificaci\'f3 del fabricant\par - Nom comercial del producte\par - Color (UNE 48-103)\F LVALV par - Capacitat de l'env\'e0s\par - Data de caducitat\par - Rendiment\par - Condicions ambientals m\'ednimes per a la seva aplicaci\'f3\par - Instruccions d'\'fas i d'aplicaci\'f3\par - Temps d'assecatge al tacte\par - Toxicitat i inflamabilitat\par - Incompatibilitats i atacs f\'edsics o qu\'edmics\par Emmagatzematge: En el seu env\'e0s d'origen i en llocs secs, sense contacte directe amb el terra i protegit de la intemp\'e8rie, de manera que no se n'alterin les condicions inicials.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }? LVALO {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Taulers de fusta o derivats de la fusta tallats a mida i col.locats dins l'armari.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Fixaci\'f3 dels suports\par - Col.locaci\'f3 del prestatge\par\par COND{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Taulers de fusta o derivats de la fusta tallats a mida i col.locats dins l'armari.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Fixaci\'f3 dels suports\par - Col.locaci\'f3 del prestatge\par\par CONDICIONS GENERALS:\par La partida inclou tots els accessoris necessaris per a la subjecci\'f3 dels taulers.\par El prestatge ha de ser estable.\par Ha d'estar col.locat horitzontalment, al nivell i en el pla previstos.\par Els llistons han d'estar fixats a la paret per mitj\'e0 de visos.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell previst: \'b1 2 mm\par - Horitzontalitat: \'b1 1 mm/m\par\par 2.CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s constructiu.\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat amidada segons les especificacions de la D.T.\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVAL, {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Col\'b7locaci\'f3 de protecci\'f3 d'aresta amb cantonera met\'e0l\'b7lica.\par S'han considerat els materials seg\'fcents:\par - Acer galvanitzat\par - Alumini\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Col\'b7locaci\'f3 de la protecci\'f3 amb el sistema de fixaci\'{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Col\'b7locaci\'f3 de protecci\'f3 d'aresta amb cantonera met\'e0l\'b7lica.\par S'han considerat els materials seg\'fcents:\par - Acer galvanitzat\par - Alumini\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Col\'b7locaci\'f3 de la protecci\'f3 amb el sistema de fixaci\'f3 triat\par CONDICIONS GENERALS:\par La protecci\'f3 de l'aresta ha de quedar recta, aplomada i al mateix pla dels paraments.\par Ha de quedar fixada per ambdues bandes, de forma compatible amb el material del suport i amb el sistema previst per al revestiment posterior.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par La pasta de fixaci\'f3 utilitzada ha de tenir les mateixes caracter\'edstiques que la dels paraments.\par Si es preveu un s\'f2col, la cantonera s'ha de col\'b7locar just a sobre de l'al\'e7\'e0ria del s\'f2col.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la D.T.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Cantoneres per a arestes.\par S'han considerat els tipus seg\'fcents:\par - Cantonera de xapa d'acer galvanitzat amb aresta roma o recte, de xapa llisa i dues bandes laterals de la mateixa xapa perforada o desplegada\par - Cantonera d'alumini per a arestes\par CARACTER\'cdSTIQUES{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Cantoneres per a arestes.\par S'han considerat els tipus seg\'fcents:\par - Cantonera de xapa d'acer galvanitzat amb aresta roma o recte, de xapa llisa i dues bandes laterals de la mateixa xapa perforada o desplegada\par - Cantonera d'alumini per a arestes\par CARACTER\'cdSTIQUES GENERALS:\par L'aresta de la cantonera ha de ser recta i sense deformacions.\par Llarg\'e0ria: >= 2 m\par Dimensions de les bandes laterals\par - Perfils d'acer galvanitzat: >= 3 cm\par - Perfils d'alumini: >= 2,5 cm\par Gruix de la xapa: >= 0,6 mm\par Toler\'e0ncies:\par - Fletxa: \'b1 3 mm\par CANTONERA DE XAPA D'ACER GALVANITZAT:\par Protecci\'f3 galvanitzada: >= 275 g/m2\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament i emmagatzematge: De manera que no s'alterin les seves condicions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALI{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Tauler de part\'edcules de fusta o lignocel.lul\'f2siques aglomerades en sec per mitj\'e0 de resines sint\'e8tiques i premsat en calent, de 16, 19 o 22 mm de gruix, acabat per a pintar o acabat xapat amb fusta per a envernissar.\par\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar fregat amb paper de vidre per ambdues cares.\par No ha de tenir defectes superficials.\par Pes espec\'edfic: >= 650 kg/m3\par M\'f2dul d'elasticitat:\par - M\'ednim: 21000 kg/cm2\par - Mitj\'e0: 25000 kg/cm2\par Humitat del tauler: >= 7%\par : <= 10%\par Inflament en:\par - Gruix: <= 3%\par - Llarg\'e0ria: <= 0,3%\par - Absorci\'f3 d'aigua: <= 6%\par Resist\'e8ncia a la tracci\'f3 perpendicular a les cares: >= 6 kp/cm2\par Resist\'e8ncia a l'arrencada de cargols:\par - A la cara: >= 140 kp\par - Al cantell: >= 115 kp\par Acabat xapat:\par - Ha d'estar xapat amb fullola de la fusta corresponent a totes les cares vistes.\par - La fullola no ha de tenir punts desencolats o bufats.\par Toler\'e0ncies:\par - Gruix: \'b1 0,3 mm\par - Rectitud d'arestes: \'b1 2 mm/m\par - Planor: \'b1 1 mm/m\par - Angles: \'b1 1\'b0\par\par 2.CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Amb les proteccions necess\'e0ries perqu\'e8 arribi a l'obra amb les condicions exigides i amb l'escairat previst.\par Emmagatzematge: Protegit de les pluges, els focus d'humitat i les zones on pugui rebre impactes. No ha d'estar en contacte amb el terra.\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\parLVAL Unitat de quantitat necess\'e0ria subministrada a l'obra.\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALorats ha de ser de manera que no hi hagi risc de que apareguin fissures en els envanets i parets de la pe\'e7a durant la seva manipulaci\'f3 o col.locaci\'f3.\par Ha de tenir una textura uniforme. Est\'e0 suficientment cuit si s'aprecia un so agut en ser colpejat i un color uniforme en fracturar-se.\par El fabricant ha de declarar la dimensions nominals de les peces en mil\'b7l\'edmetres i en l\'92ordre de llarg, ample i alt.\par Volum de forats:\par - Mass\'eds: <= 25%\par - Calat: <= 45%\par - Alleugerit: <= 55%\par - Foradat: <= 70%\par Volum de cada forat: <= 12,5%\par Gruix total dels envanets (relaci\'f3 amb el gruix total):\par - Mass\'eds: >= 37,5%\par - Calat: >= 30%\par - Alleugerit: >= 20%\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials en peces per a us en elements amb requisits estructurals:\par - Resist\'e8ncia mitja a compressi\'f3 (UNE-EN 772-1): >= 5 N/mm2, >= valor declarat per el fabricant, amb indicaci\'f3 de categor\'eda I o II\par - Adher\'e8ncia (UNE-EN 1052-3): >= valor declarat per el fabricant\par - Contingut en sals solubles actives (UNE-EN 772-5): <= valor declarat per el fabricant, amb indicaci\'f3 de la seva categoria\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies davant el foc:\par - Classe de reacci\'f3 al foc: exig\'e8ncia en funci\'f3 del contingut en massa o volum, de materials org\'e0nics distribu\'efts de forma homog\'e8nia:\par - Peces amb <= 1,0%: A1\par - Peces amb > 1,0% (UNE-EN 13501-1)\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies ac\'fastiques:\par - Toler\'e0ncia en les dimensions (UNE-EN 772-16): <= valor declarat per el fabricant, amb indicaci\'f3 de la categoria\par - Forma de la pe\'e7a (UNE-EN 771-1)\par - Especificacions dels forats: Disposici\'f3, volum, superf\'edcie, gruix X\δ ` d  h hhhhhhhhhhhhhhhhhhhhhh l  p  t x$|||||||||||||||(,000000ÈÈ48; ?$@??E6Z13U3KB6Z113U3KAA;53-(& ?= ףp@??E6Z13U3KA0122000@@:53-(& ?p= c@??E6Z13U3KA0140000@@:53-(& /$?uq ??/$?E6Z13U3KD070A4D1@@:53-(& Q?k ??Q?FR3P3G11A012P000@@:53-(& @G@?@FR3P3G11A016P000@@:53-(& ?Cl3@??FR3P3G11B0322000@@:53-(& Q?xz,C@?Q?FR643131A012P000@@:53-(& ?fffff!@??FR643131C1503000@@:53-(& ?Q???EAQDCP1ABAZHU001@@:53-(& ?ʡE1@??EAQDCP1AA013A000@@:53-(& ?9vD@??EAQDCP1AA012A000@@:53-(& @@?@EAQDCP1ABAZGU00A@@:53-(& ?ffffff6@??EAQDCP1ABAZGTEC2@@:53-(& ?@J@??EAQDCP1ABAZGUPBA@@;53-(& ?0q@??EAQDCP1ABAQDCP1A@@:53-(& ?n@??EAQDBP1ABAQDBP1A@@:53-(& ?@J@??EAQDBP1ABAZGUPBA@@;53-(& ?ffffff6@??EAQDBP1ABAZGTEC2@@:53-(& @@?@EAQDBP1ABAZGU00A@@:53-(& ?9vD@??EAQDBP1AA012A000@@:53-(& ?ʡE1@??EAQDBP1AA013A000@@:53-(& ?Q???EAQDBP1ABAZHU001@@:53-(& ?d;O???E82ZREV1A0127000@@:53-(& @??@E82ZREV1B0A61500@@:53-(& RQ?X9v??RQ?E82ZREV1B82ZREV1@@:53-(& ?Q8@??E865U110B0CUU006@@:53-(& 333333?Sc@?333333?E865U110A0127000@@:53-(& 333333?V-o@?333333?E865U110A0137000@@:53-(& ?Q???E865U110B0A32000@@:53-(& ?/$$@??E865U110B0CUU110@@:53-(& Q?+Χ??Q?E442J035C200P000@@:53-(& ?Gz???E442J035B44ZJ03A@@:53-(& Q?7A`??Q?E442J035A0135000@@:53-(& Q?ŏ1w??Q?E442J035A0125000@@:53-(& UN6@0_^ @?UN6@E614TK1NB0F74240@@:53-(& RQ?g @?RQ?E614TK1NA0140000@@:53-(& RQ?_ @?RQ?E614TK1NA0122000@@:53-(& -C6z?1w-!??-C6z?E614TK1ND0701461@@:53-(& q= ףp?s;$@?q= ףp?E614HSAKA0122000@@:53-(& q= ףp?z6@?q= ףp?E614HSAKA0140000@@:53-(& UN6@-@?UN6@E614HSAKB0FA12A0@@:53-(& -C6? KW[??Q?E83F5003A0137000@@:53-(&NhLLΘ> M M ] ] ̉ ˉˉˉˉ/ / { {! ! m m ɺȺ`RƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞƞD6`RRRRRRRRR`¬000,A_ID & 006E81136L1<<<61/*?Z@fffffFG@005ECZ3U003"AL.R6 2 2.5 5 C#*D#*E#*F# jj<61/*ZS@\($@DE004EB92U200@HH<61/*&zG@(\{@004EB92U200_@[HH<61/*X?(\BV@002EAN5AL03AL.3 1 1 1 C#*D#*E#*F# gg<61/*X?(\BV@   001EAN5AL02AL.2 1 1 1 C#*D#*E#*F# gg<61/*Y?:@009EAF5ALR6,@\HH<61/*Y?ףp= ά@008EAF5ALR5,@\HH<61/*Y?)\@   007EAF7ALR4,@\HH<61/*Y$@ffff&]@006EAF3ALR3"AL.R3 1 10 10 C#*D#*E#*F# jj<61/*Y@\(@   005EAF3ALR2,@\HH<61/*Y&@R @te amb004EAF3ALR1.@XHH<61/*Y?= ףpa@003EAF7AL03+@WHH<61/*Y@ װ@   002EAF7AL02+@VHH<61/*Y?QM@001EAF5AL01+@UHH<61/*&@>@_ID & 003EC15U001W@>HH<61/*&333333 @Rj@_ID & 002EC151D03R@9HH<61/*-K7AK@q= ף<|@ 003E8981BA00@mHH<61/*-= ףpL@t@_ID & 002E89A2BA0@qHH<61/*-= ףp@Q@a 001E898J2A0T ٴHH<61/*?Q@ 001PPA000SSB@6HH<61/*+?u@ 004PPA0REP4@5GG;61/*-x&1@c@ra004E8940BJ0@HH<61/*WWg@\(@ID001E898K2A0X@GHH<61/*$(\4q@(\@ 004E7C9H501@ HH<61/*,A`"A@fffffL@ 003E865U110@qHH<61/*'QM^@Qj@001E442502C@ HH<61/*&(\@Quo@ 001EC151B03F@1HH<61/*%?Q l@ 007EAZAAR018@0HH<61/*%@{Gᄝ@amb tr006EAF5AI01 AI.01 2 1 2 C#*D#*E#*F# hh<61/*%?@)\~@005EAZ1U003@HH<61/*%? ףp=x@ 004EAQDBP2CP.2 1 1 1 C#*D#*E#*F# ff<61/*%?33333y@0x225 003EAQDBP1BP.1 1 1 1 C#*D#*E#*F# ff<61/*%?Qz@batent002EAQDCP1AP'1. 1 1 1 C#*D#*E#*F# gg<61/*%@Qݘ@ 001EAQDBP1AP1. 1 4 4 C#*D#*E#*F# ff<61/*$GzJe@(\x@_ID & 008E82ZREV1mHH<61/*$V--]@Ql@007E442J035@ HH<61/*$ʡEC@@Ro@006E614TK1N@HH<61/*$q= ף3@p= ;z@005E614HSAK@eHH<61/*$F@zG;@003E83F5003@HH<61/*LVALMq!{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de revestiment sobre parament o reparaci\'f3 de parament, amb morter monocapa o estuc.\par S'han considerat els tipus seg\'fcents:\par - Estuc de cal\'e7 i sorra de marbre ext\'e9s, amb acabat lliscat o planxat en calent i esgrafiat en dues capes\par - Estuc de cal\'e7 i sorra de marbre ext\'e9s, amb acabat aixafat, raspat o rug\'f3s i pintat\par - Revestiment monocapa de morter de ciment i additius amb granulats seleccionats, amb acabat raspat o rug\'f3s, o amb granulat projectat\par - Estuc de pasta de guix amb cola projectat, amb acabat aixafat o rug\'f3s i pintat\par - Estuc de morter de ciment i sorra de marbre projectat, amb acabat aixafat o rug\'f3s i pintat al l\'e0tex o al pl\'e0stic\par - Estuc de pasta vin\'edlica est\'e8s sobre a\'efllament exterior, pr\'e8via emprimaci\'f3 acr\'edlica i acabat ratllat\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie a revestir\par - Replanteig de junts horitzontals i verticals, en el cas d\'92estuc amb especejat en carreus\par - Estesa o projectat de les pastes\par - Acabat de la superf\'edcie\par - Rep\'e0s i neteja final\par CONDICIONS GENERALS:\par El revestiment ha de ser uniforme, no hi ha d'haver fissures, bosses, escrostonaments o d'altres defectes.\par Ha de tenir un color i una textura uniformes, no s'hi han de notar les aplicacions realitzades en fases diferents.\par El revestiment ha de quedar ben adherit al suport i ha de formar una superf\'edcie plana amb angles vius.\par S'han de respectar els jLVALunts estructurals.\par S'han de deixar els junts de treball fixats per la DF.\par En l\'92acabat pintat, la pintura ha de quedar ben adherida al suport.\par Forma de les arestes:\par +------------------------------------------------------------------------+\par \'a6 Tipus de revestiment \'a6 Acabat \'a6 Forma de les arestes \'a6\par \'a6------------------------------\'a6------------------\'a6----------------------\'a6\par \'a6 \'a6 Lliscat,aixafat \'a6 Arrodonides \'a6\par \'a6 Morter de ciment i granulat \'a6 raspat, rug\'f3s \'a6 \'a6\par \'a6 Cal\'e7 i sorra de marbre \'a6------------------\'a6----------------------\'a6\par \'a6 \'a6 Planxat en calent\'a6 Aixamfranades \'a6\par \'a6------------------------------\'a6------------------\'a6----------------------\'a6\par \'a6 Pasta de guix amb cola \'a6 Pintat pl\'e0stic \'a6 Rectes \'a6\par \'a6 Cal\'e7 i sorra de marbre \'a6 \'a6 \'a6\par \'a6------------------------------\'a6------------------\'a6----------------------\'a6\par \'a6 Morter monocapa \'a6 Lliscat,aixafat \'a6 Rectes \'a6\par \'a6 \'a6 raspat, rug\'f3s \'a6 \'a6\par \'a6------------------------------\'a6------------------\'a6----------------------\'a6\par \'a6 Pasta vin\'edlica \'a6 Ratllat \'a6 Rectes \'a6\par +------------------------------------------------------------------------+\par Toler\'e0ncies d'execuci\'f3:\par - Planor:\par +--------------------------------------------------+\par \'a6 Tipus de revestiment \'a6 Planor \'a6\par \'a6 \'a6 (mm/m) \'a6\par \'a6-----------------------------------------\'a6--------\'a6\par \'a6Cal\'e7 i sorra de marbre \'a6 \'b1 2 \'a6\par \'a6Morter monocapa U  @ @ @ @ @ @ @ QF>>:8JJLF>xJ6L6a(QF>>o668J68::666aeQF>>o668J68:D666alQF>>o668J68<D666akQF>>o668J68>6666afQF>>o668L6@:D6<6ajQF>>o668L6J>>666aiQF>>o668L6MM8666agQF>>o668LDM:8><6adQF>>o668LDMx8>66acQF>>o668LD[@66xxahQF>>o668LD[x66Q8amQFB@o886J68:D666+QFB@o886J68<D666*QFB@o886L6J<:666)QFB@o886L6Moo66B,QFB@o886L6Moo886(QFBLom86J68:D666 aQFBLom86J68<D666 bQFBLom86L6H6@666 cQFBLom86L6JB8B66 `QFBLom86L6M[om86 dQFBLom86L6Moo:LB eQFBLom^JJ68:D666 rQFBLom^JJ68<D666 {QFBLom^JL6H6@666 |QFBLom^JL6JB8B66 qQFBLom^JL6M[om^J pQFF8`8<6J68:L666MQFF8`8<6J68<L666KQFF8`8<6LFF8B:66LQFH>6L[6J68:O666~[QFH>6L[6J68<O666~ZQFH>6L[6LFHxL666~YQFH>6L[6LFxJJ666~\QFHF8LJ6J68:O666~kQFHF8LJ6J68<O666~jQFHF8LJ6LFHxL666~iQFHF8LJ6LFxJ8666~lQFHFO:>6J68:O666 VQFHFO:>6J68<O666 UQFHFO:>6LFHxfQ66 TQFHFQ:>6J68:O666 WQFHFQ:>6J68<O666 XQFHFQ:>6LFHxfQ66 YQFHF[:J6J68:O666~cQFHF[:J6J68<O666~bQFHF[:J6LFHxfO66~aQFHF[:J6LFxJ8666~dQFHF\:J6J68:O666~SQFHF\:J6J68<O666~RQFHF\:J6LFHxfO66~QQFHF\:J6LFxJ8666~TQFHJ:LJ6J68:O666~gQFHJ:LJ6J68<O666~fQFHJ:LJ6LFHxL666~eQFHJ:LJ6LFxJ8666~hQFHJLL[6J68:O666Q{QFHJLL[6J68<O666QyQFHJLL[6J68<O666QyQFHJLL[6J68<O666QyQFHJLL[6J68<O666QyQFHJLL[6J68<O666QyQFHJLL[6J68<O666QyQF[<@LDoJ68>6666aqQF[<@LDoLdUJo:QDanQF[<@LDoO6D68>B8aoQF[<@iQMJ68::666WQF[<@iQMJ68>6666XQF[<@iQMO6D6J>O8VQF[>o6:6J68::666~yQF[>o6:6J68>6666ZQF[>o6:6L6U8o6:6hQF[>o6:6O6D6J>O8gQF^<oJ8\J68::666QtQF^<oJ8\J68>6666QsQF^<oJ8\L6UJL8^6QrQH:<:UH8J68>6666A!QH:<:UH8J68@6666A#QH:<:UH8L6<<:<66A$QH:<:UH8M8<<J6<6A"QH6666QH<66M`QH6666A2QH>J68:D666 QH>J68<D666!QH>J68>6666QH>L6<8:>66QH>LH6QH>LHMx8666QH>O6D68B>8QH= 8 mm\par Un cop aplicat, ha de complir els valors seg\'fcents:\par - Resist\'e8ncia a la compressi\'f3: >= 5 N/mm2\par - Resist\'e8ncia a la tracci\'f3: >= 2 N/mm2\par - Retracci\'f3:\par - al cap de 7 dies: <= 0,7 mm/m\par - al cap de 28 dies: <= 1,2 mm/m\par - Adher\'e8ncia (tracci\'f3 vertical):\par - sobre cer\'e0mica (en sec): >= 0,3 N/mm2\par Toler\'e0ncies d'execuci\'f3:\par - Verticalitat: \'b1 5 mm/m\par MORTER MONOCAPA AMB ACABAT DE GRANULATS PROJECTATS:\par L'acabat ha de ser el del granulat projectat, pressionat i aplanat sobre el morter de base.\par Gruix del morter de base: >= 8 mm + 1/2 D granulat projectat\par ESTUCAT DE CAL\'c7 I SORRA DE MARBRE:\par Toler\'e0ncies d'execuci\'f3:\par - Gruix: - 2 mm, + 4 mm\par ESTUCAT DE PASTA VIN\'cdLICA:\par La unitat d'obra inclou la capa d'emprimaci\'f3 acr\'edlica.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs si es donen les condicions seg\'fcents:\par - Humitat relativa de l'aire > 60%\par - En exteriors: Velocitat del vent > 50 km/h, Pluja\par - Per a estuc de cal\'e7 i sorra de marbre, de resines sint\'e8tiques i granulats seleccionats, de morter de ciment i additius amb granulats seleccionats o de pasta vin\'edlica:\par - Temperatura fora dels l\'edmits de 5\'b0C i 35\'b0C\par - Per a estuc de pasta de guix amb cola, de morter de ciment blanc i sorra de marbre o monocapa:\par - Temperatura fora dels l\'edmits de 5\'b0C i 30\'b0C\par Si un cop realitzats els treballs es donen aquestes condicions, s'ha de revisar la feina feta 24 h abans i s'han de refer les parts afectades.\par Si el suport no \'e9s homogeni, els junts entre materials diferents s'han de refor\'e7ar amb tires de mLVALalla de fibra de vidre plastificada cavalcant 20 cm sobre els junts dels materials. Aquesta malla ha de complir les especificacions fixades al seu plec de condicions.\par El morter de cal\'e7 s'ha d'estendre sobre paraments arrebossats mixtos de cal\'e7 i ciment, amb proporci\'f3 baixa de ciment.\par Si el suport \'e9s un arrebossat, ha d'estar sec i ha de tenir la superf\'edcie remolinada. Per l'aplicaci\'f3 de l'estuc de resines sint\'e8tiques; a l'hivern ha de fer un mes que s'ha acabat, com a m\'ednim, i a l'estiu, 15 dies.\par Si la superf\'edcie d'aplicaci\'f3 no est\'e0 arrebossada ni estucada, ha de ser neta, no ha de tenir pols, greixos desencofrants, restes de guix ni efloresc\'e8ncies.\par Si el suport \'e9s un enguixat, ha d'estar sec, ha de tenir una superf\'edcie raspada o rugosa i no s'ha d'admetre lliscat.\par L'estuc de pasta vin\'edlica i la seva imprimaci\'f3 acr\'edlica no s'han d'aplicar fins passades 24 h de l'aplicaci\'f3 de l\'92adhesiu de la base.\par ESTUCAT PROJECTAT SOBRE PARAMENTS ENGUIXATS O ARREBOSSATS:\par Les superf\'edcies d'aplicaci\'f3 han de ser netes, no han de tenir pols, greixos, taques, fissures, parts engrunades ni d'altres imperfeccions.\par El suport ha d'estar sec i ha de tenir una superf\'edcie rugosa.\par S'han de corregir i eliminar els possibles defectes del suport amb massilla, segons les instruccions del fabricant. S'han de neutralitzar els \'e0lcalis, les efloresc\'e8ncies i les floridures.\par ESTUC DE CAL\'c7 O DE MORTER DE CIMENT I ADDITIUS:\par S'han d'humitejar els suports sobreescalfats per l'acci\'f3 del sol.\par ESTUC DE CAL\'c7 I SORRA DE MARBRE:\par Es pot afegir a l'estuc, amb l'autoritzaci\'f3 de la DF una petita proporci\'f3 de ciment blanc o de colorants, si ho exigeix l'acabat.\par Si l'acabat es lliscat, l'estuc s'ha d'estendre en dues capes m\'e9s la del lliscat. Aquesta \'faltima, s'ha de fer amb pasta de cal\'e7 i poca sorra de marbre. L'acabat s'ha de fer passant la brotxa i amb una esquitxada final.\par Si l'acabat es planxat en LVAL-A{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials complementaris per a l'execuci\'f3 de paviments de terratzo.\par S'han considerat els materials seg\'fcents:\par - Beurada blanca\par - Beurada de color\par - Suports de morter o de PVC\par - Peces de suport inferior o interm\'e8dia, o superior, de morter o de PVC\par BEURADA:\par Ha d'estar formada per la mescla de ciment blanc, c\'e0rregues minerals i additius org\'e0nics i inorg\'e0nics, amb l'addici\'f3 d'aigua en la proporci\'f3 especificada.\par Les beurades de color han de tenir pigments colorantes.\par Els additius no han de contenir subst\'e0ncies que puguin perjudicar les caracter\'edstiques de la mescla un cop elaborada.\par La beurada, un cop aplicada, ha de resistir els acabats superficials que pot rebre el paviment.\par Ha de ser resistent al rentat i al seu manteniment.\par PE\'c7A DE SUPORT INFERIOR O INTERM\'c8DIA:\par Han de ser peces cil\'edndriques de morter de ciment o de PVC, amb encaixos per a muntar-les superposades i aconseguir al\'e7\'e0ries diferents.\par La superf\'edcie no ha de tenir defectes que impedeixin l'encaix correcte i el bon assentament.\par Di\'e0metre: 15 - 18 cm\par Al\'e7\'e0ria: 5 - 7 cm\par Resist\'e8ncia a la compressi\'f3: >= 15 N/mm2\par PE\'c7A DE SUPORT SUPERIOR:\par Han se ser peces cil\'edndriques de morter de ciment o de PVC amb elements superiors que faciliten la col\'b7locaci\'f3 de les rajoles del paviment, amb les separacions previstes.\par A la part inferior ha de tenir els encaixos que permetin de muntar-la sobre la pe\'e7a inferior o interm\'e8dia.\par La superf\'edcie no ha de~LVAL tenir defectes que impedeixin l'encaix correcte i el bon assentament.\par Di\'e0metre: 11 - 13 cm\par Al\'e7\'e0ria: 3 - 5 cm\par Resist\'e8ncia a la compressi\'f3: >= 15 N/mm2\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par BEURADA:\par Subministrament: Envasada. A l'env\'e0s ha de constar el nom del fabricant i el tipus de producte contingut.\par Emmagatzematge: En el seu env\'e0s en llocs secs.\par SUPORT O PE\'c7A DE SUPORT DE MORTER:\par Subministrament: Embalades i protegides per a evitar escantonaments.\par Emmagatzematge: En el seu env\'e0s en llocs protegits de cops.\par SUPORT O PE\'c7A DE SUPORT DE PVC:\par Subministrament: Embalades.\par Emmagatzematge: En el seu env\'e0s.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }fH@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@Jou668bJJJJ686q686 J686q6@6 J686q866 J68:8666J68::666J68:<666 J68:>666J68:@666 J68:B666 J68:D666xJ68:F666J68:H666lJ68:J666 J68:L666 J68:O6665 J68:Q666J68:S666 J68:U666KJ68:W666KJ68:[666 J68:^666J68:`666J68:b666J68:f666J68<<666 J68<>666J68<@6665J68<B666 J68<D666xJ68<J666 J68<L666f J68<O6665 J68<Q666)J68<S666 J68<U666KJ68<W666KJ68<[666 J68<`666 J68<`6HH < J68<f666 J68>6666J68>H666lJ68@6666J68Bf666L6888666L6<88@66L6<8:6:6L6<8:>66L6<8:@66  L6<::666 L6<<:<66xL6<<i@66L6<@8666L6@8:>68L6@:8866lL6@:8:66lL6@:D6<6KL6@<:<86L6@J:86:lL6@J:86< L6@J::6:L6B><66MxL6B>@66ML6B@:6@6L6B@HB6LL6B@HB6ML6B@HB6[xL6D86:F6L6D88686lL6D886:6K L6D8>666)L6H68666?L6H6@666 L6H6D866 L6H88666 D L6H>8>M6L6J8>:66L6J:o8B6 L6J:o8B@ L6J<8666L6J<:666L6J>>666KL6J>J>66lL6JB8@66L6JB8B66_ L6JB66 L6JD8B66 L6JD8D66 L6JD8H66 L6JD8J66L6JD8M66 L6JD8Q66 L6JD8U66 L6JD@B66 L6JF8686L6JMo^Yq L6L:J666L6L<>88M:L6L<>8M>5L6MM8666KL6MM8iQU L6MM@666? L6M[om86 L6M[om^J L6Moo66BL6Moo886L6Moo:LB L6MooS66K L6O:86<6L6O<8666L6OB:@J6L6OB:HJ6L6OD88<6L6ODo866L6OF8:F6L6OF8>F6L6OxJ666L6Oxf:66L6Oxf>66L6Oxo686L6Q:>>S8 L6Q:>>^8L6S8O:J8L6S8O:b:L6SD>:>6? L6SJ8:J6L6SU<[J<L6SW88D:lL6SWF8D: L6U8HJ6@ L6U8HL6L)L6U8o6:6) L6UJL8^6L:iJ8:66L>>x@68J5L>>x@6:@L>>x@6:J5L>>x@6:[)L>>x[6SDv^o8L>^S6>6>5L>^x@D6^5L@xO8OM<L@xxJQ[6LBL88:66_ L[>xo6<6LdUJo:QDKM8868:66 M8<888:6KM8<8@686KM8<8@6:6KM8<<J6<6xM8@6<666KM8D68866M8D6>866M8D6@B66M:668666 M:66D666M:66L666M:66W666 M:66f6665M:66k666M:66u666KMiQ:<666KO6D68>B8O6D68B>8O6D68F:8O6D6J>O8O6D6JFL8 O6DJJ666O6D[8866lO6L:J866O6L<>88M>O6L<>8MB5MB5HH)@LBL8::66_LBLx8J86_LBx88<6K LDM:6 D LDMx8>66_LDO:66:<xLDS@JY68LDS@J^68LDS@J^i@ LDS@J^iB LDS@J^iDLD[@6686LD[@66H6LD[@66xxKLD[x66Q8K LDx:>666K LF8xo6M8l LF:xiQq8LF<o:@<_LF>>:866_LF>xJ6L6_LF>xJxL6Q6KLFF8B:66 LFHxB666 LFHxL666 LFHxfO66 LFHxfQ66  LFHxm6665 LFxJ8666fLFxJJ666 LFxJU6665LH6LHMx8666l LHMx:666LHQ88:66 LH[<o866LHf:o6:6?LHf:omJi?LHfx8>66?LHoBo66@?LJLUo668 LJS<J^i8 LJS<J^i:? LJS<J^i<? LJSDJ^6:_ LJSDJ^6<_ LJSDJ^i>? LJ`88JJ@LJb@J^6: LJb@J^6<fLJbJo8FB?LJhOLf8JLJhOLf8LLJhOLf:M LJhOMf8JLJq[o668 LJq[o66: LJq[o66< LJq[o66> LJq[o66@ LJq[o66BLJqmo668LJx:o66<LJxJJi68LJxUMfODSf66LU>8@O@DLU>8@OHHLU>8@OHLLU>:@:[W LUO8>:86 LUOx886:LUs<L666LUs>8666LUs>:666 LUv<F666LUvO8666 L[8<L:8:L[8>LJ8fL[:<H8:8 L[:>J8:8L[<<88@8 L[:o686L[><o686 L[>Bo68@L[>Bo6:6Lb<>B>:6LdUJo:QDKLi@od^Q M8868:66 M8<88886 M8<888:6KM8<8@686KM8<8@6:6KM8<8B8O6M8<<@6F6M8<<J6<6xM8<<J6[6f M8@68D66M8@6<666KM8D68866M8D6>866M8D6@B66M8D6W666M:668666 M:66<666M:66D666M:66L666M:66W666 M:66f6665M:66k666MiQ:<666KMx8D:666 O6D68>B8O6D68B>8O6D68F:8O6D68H88)O6D6J>O8O6D6JFL8 O6DD8688O6DJJ666O6D[8866lO6L:J866O6L<>88M>O6L<>8MB5LVAL.A{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials per a l'execuci\'f3 de recrescudes de suports de paviments i per a l'execuci\'f3 de capes de millora.\par S'han considerat els materials seg\'fcents:\par - Terratzo\par - Pasta anivelladora\par TERRATZO:\par Rajola hidr\'e0ulica obtinguda per emmotllament o premsat, formada per una capa superior, l'estesa o la cara, una capa interm\'e8dia que a vegades pot no ser-hi, i una capa de base o dors.\par La capa superior, l'estesa, ha d'estar formada per morter ric en ciment, sorra molt fina, granulats triturats de marbre i d'altres pedres de mida m\'e9s gran i colorants.\par La capa interm\'e8dia, quan n'hi hagi, ha de ser d'un morter an\'e0leg al de la cara, sense colorants.\par La capa de base ha d'estar formada per morter menys ric en ciment i sorra m\'e9s gruixuda.\par La rajola no ha de tenir ruptures, ni escantonaments de mida considerable.\par Ha de tenir una textura llisa a tota la superf\'edcie.\par Ha de ser de forma geom\'e8trica quadrada, amb la cara superficial plana.\par Els angles han de ser rectes i les arestes rectes i vives.\par Les seves caracter\'edstiques mesurades segons els assaigs establerts a la norma UNE 127-001 han de ser:\par - Gruix total: >= 2,4 cm\par - Gruix de la capa superior: >= 0,5 cm\par - Absorci\'f3 d'aigua (UNE 127-002): <= 15%\par - Tensi\'f3 de trencament a flexi\'f3 (UNE 127-006 i UNE 127-007):\par - Cara a tracci\'f3: >= 5,5 N/mm2\par - Dors a tracci\'f3: >= 4,0 N/mm2\par Toler\'e0ncies:\par - Mides nominals: \'b1 0,9 mm\par - Variacions de gruix: <= 8%\par - Angles rectes, variaci\'f3LVAL sobre un arc de 20 cm de radi: \'b1 0,8 mm\par - Rectitud d'arestes: \'b1 0,6 mm\par - Planor: \'b1 1,7 mm\par - Guerxaments: \'b1 0,5 mm\par - Clivelles, esquerdes, depressions o escrostonaments visibles a 1,70 m: <= 4% rajoles sobre el total\par - Escantonament aresta llarg\'e0ria > 4 mm: <= 5% rajoles sobre el total\par - Escap\'e7ament cantonada llarg\'e0ria > 2 mm: <= 4% rajoles sobre el total\par - Suma dels percentatges anteriors: <= 12% rajoles sobre el total\par PASTA ANIVELLADORA:\par Producte en pols ja preparat format per ciment, sorra de quars, cola d'origen animal i additius, per a obtenir, amb l'addici\'f3 d'aigua en la proporci\'f3 especificada, pastes per a cobrir els escrostonaments i les irregularitats petites que pugui tenir una superf\'edcie.\par No ha de tenir grumolls ni principis d'aglomeraci\'f3.\par La massa, un cop pastada, ha de ser de consist\'e8ncia viscosa i espessa.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par TERRATZO:\par Subministrament: Embalades sobre palets. Cada pe\'e7a ha de dur al dors la marca del fabricant.\par Emmagatzematge: En llocs protegits de la intemp\'e8rie i d'impactes.\par PASTA ANIVELLADORA:\par Subministrament: Envasat en sacs de polietil\'e8 estancs. A l'env\'e0s ha de constar-hi el nom del fabricant i el tipus de producte contingut, el mode i les condicions d'aplicaci\'f3.\par Emmagatzematge: En el seu env\'e0s, en llocs protegits de la humitat i de la temperatura elevada.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }cH   b0?@@@@@@@nt, col.locaobre__B7F5ALR5Vidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre U@ -uB7F5ALR5ETVEN.3VEN.3KAA77777333333)' 0? g@ g@ g@ g@?@A"__BAZGTGEZMecanisme ocult de retrocs per portes batents fora 2-4 ( ref 99728 ) i guia amb retenci mecnica @-uBAZGTGEZETVEN.3VEN.3KAA77777333333)' 0?Q?Q?Q?Q?q@, de color"t' G; G, co__B05A2103Beurada p/cermica,CG1(UNE-EN 13888),colorW@$=kgB05A2103ETVEN.2VEN.3   0?333333(@333333(@333333(@333333(@q@preu alt"ptionDefaultValueRequ__B0FH8172Rajola gres premsat esmalt.,rect. 16-25 peces/m2,preu altU@#=m2B0FH8172ETVEN.2VEN.3"       0?)\H@)\H@)\H@)\H@Z@GRA_Taula='Familia'GInputMa__B9J3U100Pelfut arrissat vinil gruix 14mm,base PVC;@"=m2B9J3U100ETVEN.2VEN.3 0?Q?Q?Q?Q?@ida.PAR_FAM_ID)) = '9Z2') AND (P__B93A0020Pasta anivelladoraPasta anivelladorakgB93A0020ETB93A0020Banc GISA Edificaci Obra NovaVEN.3KAA 0?L$@L$@L$@L$@@@@nDescription Format__C170H000Mquina tallajuntsMquina tallajuntshC170H000EQVEN.2VEN.3 0?HzG@HzG@HzG@HzG@@'() *+,- . /01 n __C2003000Remolinador mecnicRemolinador mecnichC2003000EQC2003000Banc GISA Edificaci Obra NovaVEN.3KAA 0?= ףp5@= ףp5@= ףp5@= ףp5@@`P__A0128000Oficial 1a polidorOficial 1a polidorhA0128000EMA0128000Banc GISA Edificaci Obra NovaVEN.3I?? 0?fffff&3@fffff&3@fffff&3@fffff&3@@ial;} {\f1\froman\fcharset2\fpr__B0312400Sorra pedra granit. 0-5 mm2@ =tB0312400ETB0312400Banc GISA Edificaci Obra NovaVEN.3=33 0?zG@zG@zG@zG@@ial;} {\f1\froman\fcharset2\fpr__B93A0040Terratzo 2A,p/recrescuda supo.pavim.>@=m2B93A0040ETB93A0040Banc GISA Edificaci Obra NovaVEN.3I?? LVALcalent, despr\'e8s de la capa del lliscat cal afegir la tinta (cal\'e7, sab\'f3 o d'altres additius per a millorar l'acabat) i finalment s'ha d'aplicar el ferro en calent.\par MORTER MONOCAPA:\par Els suports sobreescalfats s\'92han d\'92humitejar abans i despr\'e8s de l\'92aplicaci\'f3, passades 24 h.\par S\'92ha d\'92aplicar passat un mes de l\'92execuci\'f3 del suport, en el cas de f\'e0briques de blocs de morter de ciment cal esperar dos mesos.\par Si el suport es massa llis (formig\'f3), s\'92ha d\'92aplicar un tractament per conferir-li la rugositat necessaria per tal de facilitar l\'92adher\'e8ncia del revestiment (imprimaci\'f3, raig de sorra, decapat qu\'edmic, etc.).\par Caracter\'edstiques del suport:\par - Planor: \'b1 5 mm/m\par - Rugositats: <= 1/3 gruix del revestiment\par Per a la seva preparaci\'f3 i aplicaci\'f3 cal seguir les instruccions del fabricant.\par En l\'92acabat r\'fastic, s\'92ha de projectar una segona capa sobre la primera, mentre encara estigui fresca.\par En l\'92acabat raspat, s'ha de pressionar i aplanar-lo immediatament despr\'e9s de la seva aplicaci\'f3. L\'92acabat s\'92ha de realitzar amb una aplanadora dentada quan el revestiment ha comen\'e7at l\'92enduriment pero la consistencia encara ho permet. En acabar, cal respatllar la superficie per tal d\'92eliminar les restes.\par En l\'92acabat amb granulat projectat, els granulats s'han de projectar entre 15 i 45 min despr\'e9s de l'estesa del morter i sempre seguint les instruccions del fabricant. Un cop projectats els granulats, s'ha de pressionar i aplanar la superf\'edcie.\par ESTUCAT PINTAT:\par La pintura d'acabat s'ha d'aplicar quan l'estucat \'e9s sec.\par S'ha d'evitar la pols durant el temps d'assecatge de les capes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par REVESTIMENT EN PARAMENTS:\par m2 de superf\'edcie executada realment, amidada segons les especificacions de la DT. D'acord amb els criteris seg\'fcents:\par Aquest criteri inclou la neteja dels elements que configuren l'obertura, com \'e9s a LVAL ra bastiments que s'hagin embrutat.\par Deducci\'f3 de la superf\'edcie corresponent a obertures:\par - Obertures <= 1 m2: No es dedueix\par - Obertures entre 1 i 2 m2: Es dedueix el 50%\par - Obertures > 2 m: Es dedueix el 100%\par Als forats que no es dedueixin, o que es dedueixin parcialment, l\'92amidament inclou la feina de fer els retorns (brancals, llindes, etc). En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par La normativa ha de ser l'espec\'edfica a l'\'fas a qu\'e8 es destina.\par\pard\par }LVAL%D{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Operacions per a l'acabat de paviments de terratzo, pedra, mosaic hidr\'e0ulic o fusta.\par S'han considerat les unitats d'obra seg\'fcents:\par - Rebaixat\par - Polit\par - Abrillantat\par REBAIXAT DE PAVIMENT DE TERRATZO O PEDRA:\par Operaci\'f3 realitzada sobre un paviment de terratzo o de pedra per tal d'obtenir la superf\'edcie adequada per a ser polida posteriorment.\par A la superf\'edcie del paviment no hi ha d'haver ressalts entre les rajoles.\par Toler\'e0ncies d'execuci\'f3:\par - Planor del paviment un cop rebaixat: \'b1 4 mm/2 m, Celles nul\'b7les\par - Marques del rebaix: <= 1% de rajoles sobre la totalitat\par POLIT DE PAVIMENT DE TERRATZO O PEDRA:\par Operaci\'f3 realitzada sobre un paviment de terratzo o de pedra per tal d'obtenir la superf\'edcie adequada per a rebre un paviment prim o ser abrillantada posteriorment.\par La superf\'edcie del paviment no ha de tenir marques de rebaix, ressalts entre les rajoles, difer\'e8ncies de tonalitat o d'altres defectes.\par ABRILLANTAT DE PAVIMENT DE TERRATZO, PEDRA O MOSAIC HIDR\'c0ULIC:\par Conjunt d'operacions necess\'e0ries, realitzades sobre un paviment polit de terratzo, pedra \par o mosaic hidr\'e0ulic, per tal de donar-li l'acabat final de recepci\'f3.\par La superf\'edcie del paviment no ha de tenir marques de rebaix, ressalts entre les rajoles, difer\'e8ncies de tonalitat o d'altres defectes i ha de ser antilliscant.\par REBAIX I POLIT DE PAVIMENT DE FUSTA:\par Conjunt d'operacions necess\'e0ries, realitzades sobre un paviment de fusta, per tal de deixar-lo preparat peLVALr a ser envernissat posteriorment.\par En paviments nous no hi ha d\'92haver ressalts. La superficie ha de quedar plana i afinada.\par En paviments antics no hi ha d\'92haver ressalts ni capes antigues de vern\'eds i cera.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Als racons i a les vores del paviment, pel seu dif\'edcil acc\'e9s, s'han de fer les operacions amb una m\'e0quina radial de discs flexibles i s'han d'acabar manualment.\par REBAIXAT DE PAVIMENT DE TERRATZO O PEDRA:\par El rebaix s'ha de fer 5 dies despr\'e9s de la col\'b7locaci\'f3 del paviment.\par La primera passada s'ha de fer amb pedra abrasiva de gra gruixut de 30 o 60 i la segona, d'afinament, amb gra de 120 per tal d'eliminar les marques del rebaix.\par POLIT DE PAVIMENT DE TERRATZO O PEDRA:\par El poliment s'ha de fer 5 dies despr\'e9s d'haver col\'b7locat el paviment.\par S'ha d'estendre una beurada per tal de tapar els junts i els porus oberts durant l'operaci\'f3 de rebaix.\par Al cap de 48 h de l'estesa de la beurada s'ha de polir la superf\'edcie passant una pedra abrasiva de gra fi de 220 per tal d'eliminar les marques anteriors i deixar la superf\'edcie completament preparada.\par ABRILLANTAT DE PAVIMENT DE TERRATZO, PEDRA O MOSAIC HIDR\'c0ULIC:\par L'abrillantament s'ha de fer 4 dies despr\'e9s d'haver-lo polit.\par S'ha de treballar per superf\'edcies d'entre 4 i 5 m2.\par S'ha de fer en dues fases: a la primera s'ha d'aplicar un producte base de neteja i a la segona s'ha d'aplicar un l\'edquid metal\'b7litzador d'abrillantament.\par En totes dues operacions s'ha de passar la m\'e0quina amb una monyeca de llana d'acer fins que la superf\'edcie que es tracta estigui completament seca.\par L'abrillantament es pot completar amb tractaments protectors.\par REBAIX I POLIT DE PAVIMENT DE FUSTA:\par El rebaix i polit s\'92ha de fer un cop estabilitzat el paviment, considerant les condicions ambientals d\'92humitat relativa i temperatura.\par Per a unes condicions higrot\'e8rmiques normals LVALd\'92humitat relativa entre el 40% i el 70%, i temperatura de 15 a 20\'ba, els temps d\'92espera recomanats en funci\'f3 del tipus d\'92adhesiu s\'f3n els seg\'fcents:\par - Adhesius d\'92acetat en dispersi\'f3 aquosa: 20 dies\par - Adhesius en solvent alcoh\'f2lic o org\'e0nic: 7 dies\par - Adhesius de dos components: 4 dies\par El proc\'e9s complet s\'92ha de fer en varies passades amb paper de vidre de gra progressivament menor. La quantitat de passades dep\'e8n dels desnivells de la superf\'edcie i de la duresa del vern\'eds i de la fusta instal\'b7lada.\par S\'92ha de comen\'e7ar sempre amb la llum de front, per a evitar ombres.\par La primera passada s\'92ha de fer en diagonal respecte a la direcci\'f3 de la fibra de la fusta. La segona passada en la diagonal oposada i la tercera i la quarta en paral\'b7lel a la fibra de la fusta.\par Despr\'e9s de diverses passades s\'92ha d\'92escombrar la superf\'edcie i eliminar la pols amb aspirador.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions del projecte, amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m2, com a m\'e0xim: No es dedueixen\par - Obertures de m\'e9s d'1,00 m2: Es dedueix el 100%\par Aquests criteris inclouen l'acabament espec\'edfic dels acords amb les vores, sense que comporti l'\'fas de material diferents d'aquells que normalment conformen la unitat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL" 5 >  W  t{e'Ml AAllament amb placa semirgida de llana de roca de densitaAllament amb placa semirgida de llana de roca de densitat 26 a 35 kg/m3 de 40 mm de gruix, col.locada sense adherirAllament amorf projectat de gruix 4 cm, amb escuma per a allaments de poliuret de densitat 35 kg/m3Lmina separadora de polietil de 100 m i 96 g/m2, col.locada no adheridaBarrera de vapor/estanquitat amb una pel.lcula d'emulsi bituminosa tipus ED, amb una dotaci <=2 kg/m2, aplicada en dues capesImpermeabilitzaci de parament amb cautx lquid, amb una dotaci 2,5 kg/m2 prvia imprimaciBunera de goma termoplstica de dimetre 100 mm amb tapa antigrava metl.lica, adherida sobre lmina bituminosa en calentMuntatge i desmuntatge d'encofrat amb tauler de fusta de pi, per a crcols de directriu rectaMuntatge i desmuntatge d'encofrat amb plaf metl.lic, per a bigues de directriu recta, a una alria <=5 mMuntatge i desmuntatge d'encofrat amb plaf metl.lic, per a bigues planes de directriu recta, a una alria <=5 mAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de llosesAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de biguesAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de pilarsFormig per a lloses, HA-25/B/20/IIa, de consistncia tova i grandria mxima del granulat 20 mm, abocat amb bombaFormig per a bigues, HA-25/B/20/IIa, de consistncia tova i grandria mxima del granulat 20 mm, abocat amb bombaFormig per a pilars, HA-25/B/20/IIa, de consistncia tova i grandria mxima del granulat 20 mm, abocat amb bombaEncofrat amb taulons de fusta per a lloses de fonamentsAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de llosesAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de rases i pousDisposici controlada a monodipsit, de terresCrrega amb mitjans mecnics i transport de terres, amb cami de 7 t, amb un recorregut de ms de 10 i fins a 15 kmEstesa de graves per a drenatge, amb graves procedents de granulat reciclat de formig, en tongades de 25 cm com a mximTerraplenat i piconatge mecnics amb terres adequades, en tongades de fins a 25 cm, amb una compactaci del 95% del PNReps de sols i parets de rases, pous i recalats fins a 2,5 m de fondriaReps de sols i parets de rases, pous i recalats fins a 1,5 m de fondriaExcavaci de rases i pous de fins a 1,5 m de fondria, en roca tova, amb compressor i crrega mecnica sobre camiExcavaci per a rebaix en roca tova, amb martell trencador muntat sobre retroexcavadora i crrega mecnica sobre camiNeteja i esbrossada del terreny, amb mitjans mecnics i crrega mecnica sobre camiArrencada d'arbre incloses les arrels i crrega dels materials sobre cami o contenidorConductor de coure de designaci UNE RZ1-K 0,6/1 kV, amb baixa emissivitat fums, tripolar de secci 3x2,5 mm2, col.locat en tubCapa de protecci de morter de ciment 1:6 elaborat a l'obra amb formigonera de 165 l, de gruix 3 cm acabat remolinatGeotxtil format per feltre de polipropil no teixit lligat mecnicament de 140 a 190 g/m2, col.locat sense adherirFormaci de pendents amb formig cel.lular sense granulat, de densitat 300 kg/m3, de 12,5 cm de gruix mitjAcabat de terrat amb capa de protecci de palet de riera de 16 a 32 mm de dimetre de 5 cm de gruix, col.locat sense adherirSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilotLVAL%< " 5 f $ J b " @5X)OA!_Distribuidor frigorfic de connexi en Y, en coDistribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY205E de ToshibaDistribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY105E de ToshibaDistribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY55E de ToshibaDistribuidor frigorfic de connexi en T, en coure, amb allament, model RBM-BT24E de ToshibaDistribuidor frigorfic de connexi en T, en coure, amb allament, model RBM-BT14E de ToshibaCrrega d'instal.laci amb gas refrigerant tipus R-407c i/o R-410ACable de comunicacions per a BUS de dades, 2x1 mm2 trenat i apantallat, instal.latControl remot individual per a regulaci i control d'instal.lacions de clima, model RBCAMT32E de Toshiba, installatProgramador setmanal per a regulaci i control d'instal.lacions de clima, model TCB-EXS21TLE de Toshiba, installatPersiana de sobrepressi amb lames metlliques amb sortida de 250 mm de dimetre i fixada a paret Boca extracci de 100 mm de dimetre i fixat Difusor circular d'alumini anoditzat platejat, de 300 mm de dimetre i fixat al pont de muntatgeDifusor circular d'alumini anoditzat platejat, de 250 mm de dimetre i fixat al pont de muntatgeFormaci de conducte rectangular de planxa d'acer galvanitzat, de gruix 1,2 mm, amb uni baioneta, muntat adossat amb suportsPolit de cantells de mirall de luna incolora de 5 mm de gruixPolit de cantells de vidre laminar de seguretat de dues llunes de 6 mm de gruix cadascunaMirall de lluna incolora de 5 mm de gruix, collocat fixat mecnicament sobre el paramentSuministre i col.locaci de perfil U d' acer inoxidable de 15 x 30mm, col.locat amb cargols, per a fixaci de vidres.Vinil autoadhesiu amb diferents pictogrames, col.locatFolrat de bastiment de base de 9-10,6 x 4 cm., amb fusta de pi flandes 1 sense nusos, per pintarBastiment de base de pared per a porta de fusta P.1*/P'.1 per a una llum de bastiment de 80 cm d'amplria i 225 cm d'alriaMuntant tubular d'alumini lacat plata natural mate de 60x50 mmRebaixat del paviment de terratzo o pedraPelfut arrissat de vinil de gruix 14 mm amb base de PVC, col.locat sense adherirCapa de millora del suport anivellat de paviments laminars, de fins a 1 cm de gruix, amb pasta allisadoraSolera de formig HM-20/P/20/I, de consistncia plstica i grandria mxima del granulat 20 mm, de gruix 15 cmSubbase de grava de 20 cm de gruix i grandria mxima de 50 a 70 mm, amb estesa i piconatge del materialHidrofugat de parament vertical exterior amb pintura de siloxansPintat de portes cegues d'acer, a l'esmalt sinttic, amb dues capes d'imprimaci antioxidant i dues d'acabatPintat de portes cegues de fusta, a l'esmalt sinttic, amb una capa segelladora i dues d'acabatPintat de parament horitzontal de guix, amb pintura plstica amb acabat llis, amb una capa segelladora i dues d'acabatPintat de parament vertical de guix, amb pintura plstica amb acabat llis, amb una capa segelladora i dues d'acabatPintat de parament vertical de fusta, a l'esmalt sinttic, amb una capa segelladora i dues d'acabatPintat destructura dacer a lesmalt sinttic, amb dues capes dimprimaci antioxidant i dues dacabatProtecci d'aresta d' enrajolat amb cantonera d'alumini lacada color blancAllament de gruix 3 cm, amb morter format per ciment i perlita amb vermiculita, projectat sobre elements linealsInterruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construit segons les especificacions de la norma une_en 61008, de 2 mduls din de 18 mm d'amplria, muntat en perfil din9Τ o / s{#o&?i@ĔHEh@ĔHEh@@PPAUSAN3P.a. d'abonament ntegre dajuts del ram de paleta a sanejament}@6paPPAUSAN3POProjecte del'ampliaci i reforVEN.3ysnl >&?QA@(\5(@Zd;@~k )3@=UA@`@@ED7FP262Claveguer PVC-U paret massissa,sanejam.pressi,DN=125 mm,PN=6 bar,s/llit sorra 15 cm+reblert sorra@ mED7FP262POBanc GISA Edificaci Obra NovaVEN.3@66ysnl >&?(\T@(\/O@,&62@vluCT@`@@ED352355Peric pas,tapa fixa,45x45x50cm,paret g=15cm ma calat 290x140x100mm,mort.1:2:10@uED352355POBanc GISA Edificaci Obra NovaVEN.3-##ysnl >&? ףp=V@d`TU@d`TU@h`@@K21D3511Enderroc xemeneia obra cerm.,revest.incls,mitjans man.,crrega manual@m3K21D3511POBanc_GISA_Rehabilitaci_2008_vVEN.3&ysnl >&?Q"@H= @٬\m?1*"@`s@@ECZ3U003Polit cantells,vidre laminar segur.,2llunes,g=6mm[@mECZ3U003POProjecte del'ampliaci i reforVEN.3ysnl >&?L+@Clg @)\($@A`Ђ*@q@@E9P2UTARLmina vinlica d'1,3 mm.Tarkolay o equivalent, amb fibra de vidre i revers amb relleu semiesfric p@ m2E9P2UTARPOProjecte del'ampliaci i reforVEN.3C99ysnl >&?\(B@ꐛ@}:3 ?@)\0B@p@@E9P2U020Paviment rotlle PVC homogeni, classe 34-33,g=2mm,col.adhesiu/sold.calen.|@#m2E9P2U020POProjecte del'ampliaci i reforVEN.3'ysnl >&?zG!?@d]K.@A4F-@?9>@mq@@E9DD122WPaviment int.+raj.gres premsat,esmalt.,rect. preu alt 16-25 peces m2,col.mort.adh.C1+beurada CG1@!m2E9DD122WPOReforma CAP 'El Castell' . CasVEN.3?55ysnl >&?Q+J@\C?)\H@OehI@oZ@@E9J3U100Pelfut arrissat vinil gruix 14mm s/base PVC,col.s/adh.R@ m2E9J3U100POReforma CAP 'El Castell' . CasVEN.3  ysnl >&?zG?1%?Q? Oe?j@@E93A3120Capa mill.sup.pav.,g<=1cm, pasta allisadorak@ m2E93A3120POBanc GISA Edificaci Obra NovaVEN.3 ysnl >&? ףp= @Hz@L@Gz.@C@@@F9GZ2524Junt pavim.form.A=6-8mm,H=2cm,mitjans mec.l@mF9GZ2524PONova construcci IES 3/2 SitgeVEN.3ysnl >&?Q @/$ @?+e @sr@@E9Z21100Rebaixat.paviment terratzo/pedr.+@m2E9Z21100PONova construcci IES 3/2 SitgeVEN.3ysnl >LVAL%\/ 7 } 5 e " k } += \k@oAntena EM-500, color gris plata TX-RX ( ref Antena EM-500, color gris plata TX-RX ( ref 104040-I ), per sistema antifurts, instal.latUnitat electrnica per sistemes EM500&EM700 / 2 antenes-3 antenes ( ref. 101033 ), per sistema antifurts, instal.latIntegraci de lectors en torn, instal.latProgramador GSS de Gunnebo, instal.latLector mural Proxi modular o equivalent, muntat sobre caixet estandar ( ref WRM9001+WRMBL1 ) instal.lat Consola MP2000 ( ref. CT03110N) de control remot modular per 3 pasos, instal.lat Caixa repartidora amb suport portarregletes i regletes de tall per a 50 parells, muntada superficialment i connectada Panell guiacable 19'' enracable. panell per a la distribuci del cablejatSwitch de 24 ports 10/100Mbps, per a armari tipus Rack 19, amb alimentaci a 230 V. Collocat i provat Cable per a transmissi de vdeo, d'atenuaci normal i col.locat en tubObreportes elctric d'accionament automtic, amb palanca de desbloqueig, encastat a la porta amb fundaCaixa per encastar decor auta placa s3. (placa de carrer). dimensions caixa 136x248x60 mm. totalment instal.lada i encastada.Modul de control digital pt+coax.Conductor blindat i apantallat, de 6x0,22 mm2+2x0,75 mm2, col.locat en tubTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivalent. Extintor manual de dixid de carboni, de crrega 5 kg, amb pressi incorporada, pintat, amb armari muntat superficialmentSif de botella per a aigera d'una pica, de PVC, de dimetre 40 mm, connectat a un ramal de PVCDesgus recte per a lavabo, amb tap i cadeneta incorporats, de llaut, de dimetre 11/4, roscat a un sif de llaut cromatLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLlumenera d'emergncia LED per a enllumenat antipnic, encastada en sostre, model MCA-4190 1x2W, BL.ST, installadaAplic estanc per a exteriors IP65 amb lmpada fluorescent TC-T26W GX 24 d-3, model 2239 de BEGA, muntat superficialmentPunt de connexi a terra amb pont seccionador de platina de coure, muntat en caixa estanca i col.locat superficialmentPiqueta connex.terra acer,estnd.,l=2500mm,d14,6mm,clav.terr.Platina de coure nua de 60 mm2 de secci (20x3 mm), per a 194 A d'intensitat mxima, muntada superficialmentConductor de coure nu, unipolar de secci 1x35 mm2, muntat en malla de connexi a terraConductor de coure de designaci UNE ES07Z1-K (AS), baixa emissivitat fums, unipolar de secci 1x2,5 mm2, col.locat en tubConductor de coure de designaci UNE 07Z1-K, baixa emissivitat fums, unipolar de secci 1x1,5 mm2, col.locat en tubSafata metl.lica de reixeta d'acer galvanitzat, de 150 mm d'amplria, fixada amb suportsSafata plstica de PVC rgid llis, de 60 x 200 mm i fixada amb suportsCanal plstica de PVC rgid amb lateral llis, de 60x110 mm amb separador i muntada superficialmentTub rigid d'acer, de diametre nominal referencia 13, roscat i muntat superficialmentTub rgid pvc dn=16mm, resist.imp.>2j, resist.comp.>1250n, rig.dielc.>2000v,rosca+superf.Plstic,150x150mm,prot.estanca,munt.superf.Caixa de derivacio quadrada de plastic, de 120x120 mm, amb grau de proteccio normal i muntada superficialmentPlstic,100x100mm,prot.estanca,munt.superf.Distribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY305E de ToshibaParet estructural per a revestir, de 15 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x150 mm, revestir, llis, categoria I, segons norma UNE-EN 771-3, col.locat amb morter de ciment prtland amb filler calcari, de dosificaci 1:0,5:4 (10 N/mm2) i amb una resistncia a compressi de la paret de 3 N/mm2 X  r-m&?=@S @(\µ3@Cl'<@@@EG415D9BInt.auto.magnet.i=16a,pia corbac,bipol.(2p),tall=6000a/10ka,2md.din,munt.perf.din@uEG415D9BPOProjecte del'ampliaci i reforVEN.3/%%ysnl >&?Q{@ҍ=@)\lx@Ez@@@EG1AU030Armari p/quadre distribuci metl.lic,5fileres,48passos de 9mm p/filera,550x900x175mm,col.locats@uEG1AU030POProjecte del'ampliaci i reforVEN.3<22ysnl >&?Gzc@Q.@(\wa@Hz_c@@@EG4252JHInterruptor dif.cl.A,gam.terc.,I=40A,tetrapol.(4P),0,03A,fix.inst.,4md.DIN,munt.perf.DINS@uEG4252JHPOProjecte del'ampliaci i reforVEN.36,,ysnl >&?3333V@ ףp=@ @yǩհ@amb @1G6TQGD1QGD-Quadre General %@u1G6TQGD1POProjecte del'ampliaci i reforVEN.3ysnl >&?fffffb@fffffʃ@fffffʃ@bibl@1G6TTMC1Treballs de connexionat de la derivaci individual existent @u1G6TTMC1POProjecte del'ampliaci i reforVEN.3ysnl >&?{G6@%v&@)\(&@=~O6@@EGD1421EPiqueta connex.terra acer,estnd.,l=2500mm,d14,6mm,clav.terr.?@uEGD1421EPOProjecte del'ampliaci i reforVEN.3ysnl >&?= ףp4@\(%@)\(#@(\"4@s@@EGDZ1102Punt connex.terra pont secc.platina coure,munt.caixa,col.superf.x@uEGDZ1102POProjecte del'ampliaci i reforVEN.3ysnl >&?zGa$@S @H.!?+ݓ#@r@@EG380907Conductor Cu nu,1x35mm2,munt.p.terraY@ mEG380907POProjecte del'ampliaci i reforVEN.3ysnl >&?Gz@2U0*@@fa@r@@EG3B5402Platina Cu nua,20x3mm,i<=194A,munt.superf.n@ mEG3B5402POProjecte del'ampliaci i reforVEN.3ysnl >&?y@:̗Ex@:̗Ex@is p@PPAUMAACPa d'abonament ntegre dajuts del ram de paleta aigua=@ paPPAUMAACPOProjecte del'ampliaci i reforVEN.3  ysnl >&?{GA@HzG$@Q6@/'@@!`Z@@EN3464P7Vlvula esfera man.sold.DN=1'',PN=16bar,bronze,preu alt,munt.superf.@!uEN3464P7POProjecte del'ampliaci i reforVEN.3!ysnl >&?)\(@HzG@Ԛ@0*@@@EFC15B22Tub PP-Rpressi,dn 25x3,5mm srie S 3,2 (UNE 53380-2),soldat,dific.mitj,col.superf.@mEFC15B22POProjecte del'ampliaci i reforVEN.31''ysnl > LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conjunt d'accessoris per a tubs i per a recobriments a\'efllants de tubs (colzes, derivacions, reduccions, etc.), utilitzats en instal\'b7lacions d'edificaci\'f3 i d'urbanitzaci\'f3 per a la total execuci\'f3 de la conducci\'f3 o xarxa a la qual pertanyin.\par CARACTER\'cdSTIQUES GENERALS:\par El material, la seva qualitat i les c{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conjunt d'accessoris per a tubs i per a recobriments a\'efllants de tubs (colzes, derivacions, reduccions, etc.), utilitzats en instal\'b7lacions d'edificaci\'f3 i d'urbanitzaci\'f3 per a la total execuci\'f3 de la conducci\'f3 o xarxa a la qual pertanyin.\par CARACTER\'cdSTIQUES GENERALS:\par El material, la seva qualitat i les caracter\'edstiques f\'edsiques, mec\'e0niques i dimensionals, han de ser compatibles amb les del tub, i no han de fer disminuir les d'aquest en cap de les seves aplicacions.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metres\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt de peces necess\'e0ries per a muntar 1 m de tub.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par La mateixa normativa que s\'92apliqui als tubs, en funci\'f3 dels fluids que transportin.\par\pard\par }Oe  o 9 D = P_]N5 EAZ1TAPAJUNTS PER A FINESTRES I PORTESPOReforma CAP 'El Castell' . Casq51 G EAZELEMENTS ESPECIALS PER A TANCAMENTS I DIVISRIESPOReforma CAP 'El Castell' . Cas~B> G BAZHtopallsETReforma CAP 'El Castell' . CasV G BAZGUFAMLIA AZGUETReforma CAP 'El Castell' . Cas\ G BAZGFERRAMENTA PER A FINESTRES I PORTESETReforma CAP 'El Castell' . Casr62 G BAZMATERIALS ESPECIALS PER A TANCAMENTS I DIVISORIES ETReforma CAP 'El Castell' . CasD@ G BAQDFULLES BATENTS DE FUSTA PER A PORTES INTERIORSETReforma CAP 'El Castell' . Cas}A= G BAQFULLES DE FUSTA PER A PORTES I ARMARISETReforma CAP 'El Castell' . Cast84 G EAQDFULLES BATENTS DE FUSTA PER A PORTES INTERIORSPOReforma CAP 'El Castell' . Cas}A= G EAQFULLES DE FUSTA PER A PORTES I ARMARISPOReforma CAP 'El Castell' . Cast84 G B82ZMATERIALS ESPECIALS PER A ENRAJOLATSETReforma CAP 'El Castell' . Cass73 G B82MATERIALS PER A ENRAJOLATSETReforma CAP 'El Castell' . Cash,( G E82ZELEMENTS AUXILIARS PER A ENRAJOLATSPOReforma CAP 'El Castell' . Casr62 G E86REVESTIMENTS DECORATIUSPOBanc GISA Edificaci Obra Novae)% G E865REVESTIMENTS DE FUSTAPOBanc GISA Edificaci Obra Novad($ G B0CUTAULERS DE FUSTAINBanc GISA Edificaci Obra Nova_# G B0F7MAONS FORADATS SENZILLSETBanc GISA Edificaci Obra Novaf*& G E614PAREDONS I ENVANS DE CERMICAPOBanc GISA Edificaci Obra Noval0, G E83FAPLACATS AMB PLAQUES DE GUIX LAMINATPOReforma CAP 'El Castell' . Cass73 G E83APLACATSPOReforma CAP 'El Castell' . CasV G BANABASTIMENTS DE BASE DE FUSTA PER A PORTESETReforma CAP 'El Castell' . Casw;7 G BANBASTIMENTS DE BASE PER A FINESTRES, BALCONERES, PORTES I ARMARISETReforma CAP 'El Castell' . CasRN G BAMATERIALS PER A TANCAMENTS I DIVISRIES PRACTICABLESINReforma CAP 'El Castell' . CasD@ G EANABASTIMENTS DE BASE DE FUSTA PER A PORTESPOReforma CAP 'El Castell' . Casw;7 G EANBASTIMENTS DE BASE PER A FINESTRES, BALCONERES, PORTES I ARMARISPOReforma CAP 'El Castell' . CasRN G EATANCAMENTS I DIVISRIES PRACTICABLESPOReforma CAP 'El Castell' . Casp40 G E9USCOLSPOBanc GISA Edificaci Obra NovaT G E9U6SCOLS DE MATERIALS SINTTICSPOBanc GISA Edificaci Obra Noval0, G B9UMATERIALS PER A SCOLSETBanc GISA Edificaci Obra Novad($ G B9U6SCOLS DE MATERIALS SINTTICSETBanc GISA Edificaci Obra Noval0, G@ LVALP {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par S\'f2col de material sint\'e8tic, a base de sorra i pols de marbre aglomerats amb resines de poli\'e8ster.\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir un color i una textura uniformes en tota la superf\'edcie.\par No ha de tenir defectes superficials visibles.\par Els angles i les arestes han de ser rectes.\par Ha de complir les condicions requerides per la DF.\par Les dimensions del {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par S\'f2col de material sint\'e8tic, a base de sorra i pols de marbre aglomerats amb resines de poli\'e8ster.\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir un color i una textura uniformes en tota la superf\'edcie.\par No ha de tenir defectes superficials visibles.\par Els angles i les arestes han de ser rectes.\par Ha de complir les condicions requerides per la DF.\par Les dimensions del s\'f2col han de correspondre amb les mides nominals donades pel fabricant.\par El gruix ha de ser constant.\par Toler\'e0ncies:\par - Llarg\'e0ria: \'b1 1 mm\par - Ampl\'e0ria: \'b1 1 mm\par - Gruix: \'b1 0,5 mm\par - Rectitud d'arestes: \'b1 1 mm/m\par - Planor: \'b1 1 mm/m\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Embalades en palets protegits, de manera que no s\'92alterin les seves caracter\'edstiques.\par Emmagatzematge: Als seus embalatges, en llocs protegits contra els impactes.\par S\'92han d\'92apilar sobre superf\'edcies planes, de manera que no es deformin.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALQ{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par S\'f2col format amb peces col\'b7locades amb morter adhesiu.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de les peces amb morter adhesiu\par - Col\'b7locaci\'f3 de la beurada\par - Neteja del s\'f2col acabat\par CONDICIONS GENERALS:\par En el s\'f2col no hi ha d'haver peces esquerdades, trencades, escantonades ni tacades.\par No hi ha d'haver ressalts entre les peces.\par La superf\'edcie acabada ha de tenir la textura i el color uniformes.\par Les peces han d'estar recolzades en el paviment, ben adherides al suport i han de formar una superf\'edcie plana i llisa.\par S'han de respectar els junts estructurals.\par Les peces s'han de col\'b7locar tot deixant junts entre elles >= 1 mm.\par Els junts s'han de rejuntar amb beurada de ciment blanc i, eventualment, amb colorants.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 5 mm\par - Planor: \'b1 4 mm/2 m\par - Celles: <= 1 mm\par - Horitzontalitat: \'b1 2 mm/2 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'han d'aturar els treballs quan la temperatura sobrepassi els l\'edmits de 5\'b0C i 35\'b0C. Si un cop fets els treballs es donaven aquestes condicions, s'ha de revisar la feina feta 48 h abans i s'han de refer les parts afectades.\par El morter adhesiu s'ha de preparar i s'ha d'aplicar segons les instruccions del fabricant.\par El morter s'ha d'estendre per tota la bescara de la pe\'e7a.\par Sobre paraments enguixats i per tal de garantir una LVAL bona adher\'e8ncia, s\'92ha d\'92utilitzar un morter adhesiu especial per a guix.\par La rejuntada s'ha de fer al cap de 24 h.\par Cal eliminar les restes de beurada i netejar la superf\'edcie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions del projecte, amb deducci\'f3 de la llarg\'e0ria corresponent a obertures d'acord amb els criteris seg\'fcents:\par - Obertures d'1,00 m d'ampl\'e0ria, com a m\'e0xim: Es dedueix el 50%\par - Obertures de m\'e9s d'1,00 m d'ampl\'e0ria: Es dedueix el 100%\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }e$|k v _  p t =D?"|W E78IMPERMEABILITZACI AMB PRODUCTES AMORFSPOBanc GISA Edificaci Obra Novau95 G E785IMPERMEABILITZACI DE PARAMENTS AMB PASTES ELASTOMRIQUESPOBanc GISA Edificaci Obra NovaLH G B75ZMATERIALS PER A PASTES PER A IMPERMEABILITZACIONSETBanc GISA Edificaci Obra NovaD@ G B75PASTES I MORTERS PER A IMPERMEABILITZACIONSETBanc GISA Edificaci Obra Novay=9 G B752PASTES ELASTOMRIQUESETBanc GISA Edificaci Obra Novad($ G EAMTANCAMENTS PRACTICABLES DE VIDREPOBanc GISA Edificaci Obra Novan2. G EAM1TANCAMENTS PRACTICABLES DE VIDRE TREMPATPOBanc GISA Edificaci Obra Novaw;7 G BAMMATERIALS PER A TANCAMENTS PRACTICABLES DE VIDREETBanc GISA Edificaci Obra Nova~B> G BAM1TANCAMENTS PRACTICABLES DE VIDRE TREMPATETBanc GISA Edificaci Obra Novaw;7 G E88ESTUCATS, ESGRAFIATS I MONOCAPESPOBanc GISA Edificaci Obra Novan2. G E881ESTUCATS, ESGRAFIATS I MONOCAPESPOBanc GISA Edificaci Obra Novao3/ G B88MATERIALS PER ESTUCATS I MONOCAPESETBanc GISA Edificaci Obra Novap40 G B881ESTUCS I MONOCAPESETBanc GISA Edificaci Obra Novaa%! G E72MEMBRANES AMB LMINES BITUMINOSES AMB AUTOPROTECCI MINERALPOBanc GISA Edificaci Obra NovaMI G E721MEMBRANES ADHERIDES AMB LMINES BITUMINOSES AMB AUTOPROTECCI MINERALPOBanc GISA Edificaci Obra NovaXT G E8EARRIMADORSPOBanc GISA Edificaci Obra NovaX G E8EZELEMENTS AUXILIARS PER A ARRIMADORSPOBanc GISA Edificaci Obra Novar62 G K8REVESTIMENTSPOBanc_GISA_Rehabilitaci_2008_vX G K87TRACTAMENTS SUPERFICIALS DE REPARACI I NETEJAPOBanc_GISA_Rehabilitaci_2008_v|@< G K878TRACTAMENTS SUPERFICIALS DE REPARACI I NETEJA DE PARAMENTSPOBanc_GISA_Rehabilitaci_2008_vNJ G E89BPINTAT D'ELEMENTS DE PROTECCIPOBanc GISA Edificaci Obra Novam1- G B6Z11FAMLIA 6Z11ETVEN.3* G E6ZELEMENTS ESPECIALS PER A TANCAMENTS I DIVISRIESPOBanc GISA Edificaci Obra Nova~B> G E6Z1CAIXES PER A PERSIANA ENROTLLABLEPOBanc GISA Edificaci Obra Novap40 G B6ZMATERIALS ESPECIALS PER A TANCAMENTS I DIVISRIESETBanc GISA Edificaci Obra NovaC? G B6Z1CAIXES DE PERSIANAETBanc GISA Edificaci Obra Novaa%! G E4FESTRUCTURES D'OBRA DE CERMICAPOBanc GISA Edificaci Obra Noval0, G E4F7LLINDES D'OBRA DE FBRICA DE CERMICAPOBanc GISA Edificaci Obra Novat84 G B4FMATERIALS DE CERMICA PER A ESTRUCTURESETBanc GISA Edificaci Obra Novau95 G B4F7LLINDES PREFABRICADES DE CERMICAETBanc GISA Edificaci Obra Novap40 GLVALdp&{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Element prefabricat semiresistent format per motlles cer\'e0mics amb dos o m\'e9s canals a la cara superior, armats i formigonats, apte per a resistir les sol\'b7licituds de c\'e0lcul un cop completat a l'obra.\par CARACTER\'cdSTIQUES GENERALS:\par En comprovar l'aspecte superficial de l'element, aquest ha de tenir unes caracter\'edstiques uniformes i no s'admeten les rebaves, les discontinuitats en el formigonament, les superf\'edcies deteriorades, guerxaments, armadures visibles ni d'altres defectes que perjudiquinel seu comportament a l'obra o el seu aspecte exterior.\par El formig\'f3 no ha de tenir defectes de vibratge.\par La cara superior de l'element ha de tenir una textura rugosa en tota la superf\'edcie.\par Els acanalats han de tenir les dimensions necess\'e0ries per tal que es puguin complir les prescripcions relatives al recobriment de les armadures.\par Les superf\'edcies de les peces cer\'e0miques en contacte amb el formig\'f3 han de ser estriades o ratllades.\par Les peces cer\'e0miques no han de tenir cap mena de fissura.\par L'ampl\'e0ria dels junts entre peces ha de ser constant.\par Cal declarar els seg\'fcents valors d\'92acord amb UNE-EN 845-2:\par - Capacitat portant\par - C\'e0rrega de flexi\'f3 i deformaci\'f3\par - Absorci\'f3 a l\'92aigua\par - Permeabilitat al vapor d\'92aigua\par - Massa per unitat d\'92\'e0rea de la llinda \par - Resist\'e8ncia al gel-desgel\par - Comportament t\'e8rmic\par - Resist\'e8ncia al foc\par Les llindes de f\'e0brica de ram de paleta han de realitzar-se utilitzant formig\'f3 armat o pretesat,LVAL morter de ram de paleta i peces de ram de paleta encofrades estructurals o no estructurals seguint les diferents normatives que s\'92indica UNE-EN 845-2 punt 4.\par Les llindes de f\'e0brica de ram de paleta l\'92armat ha d\'92estar protegit contra la corrosi\'f3.\par Les llindes aniran marcades o acompanyades de documentaci\'f3 amb la seg\'fcent informaci\'f3:\par - N\'famero i data d\'92emissi\'f3 de la norma UNE-EN 845-2\par - Nom o marca identificativa i direcci\'f3 del fabricant o representant autoritzat del fabricant.\par - Un n\'famero de refer\'e8ncia \'fanic, nom o codis \'fanics que identifiquin correctament el tipus de producte, fent refer\'e8ncia a la descripci\'f3, designaci\'f3 i \'fas al que est\'e0 destinat.\par - Ha d\'92estar convenientment marcat indicant les aplicacions del seu us i, en el cas de llindes que han d\'92aguantar m\'e9s d\'92una fulla de f\'e0brica de ram de paleta, caldr\'e0 indicar quina cara de la llinda aguanta la cara interna del mur i quina la externa.\par Cal declarar la longitud, amplada i al\'e7ada de la llinda i, en cas de formes no rectangulars, cal aportar un dibuix de la configuraci\'f3 amb les dimensions.\par Cal declarar-se la massa i la massa per unitat d\'92\'e0rea de la llinda. La desviaci\'f3 respecte el valor declarat no pot excedir el 5%.\par Cal que s\'92especifiqui la longitud de recolzament m\'ednima requerida > 10mm.\par Toler\'e0ncies:\par - Longitud; \'b115 mm.\par - Amplada i al\'e7aria \'b15 mm.\par - Rectitud o arqueig: 0,5% de la longitud i m\'e0xim 10mm.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par -Sistema 3: (productes que requereixen assaig): Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzats per laboratori notificat.\par Els productesLVAL de la construcci\'f3 han de portar en un lloc visible el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 13281/1995 de 28 de juliol. \par El s\'edmbol de marcat de conformitat CE ha de mostrar-se en el producte o en el seu embolcall, albar\'e0, factura o documentaci\'f3 adjunta junt amb la seg\'fcent informaci\'f3: \par - N\'famero de la norma UNE-EN-845-2\par - Nom o marca identificativa i direcci\'f3 del fabricant o representant autoritzat del fabricant.\par - Un n\'famero de refer\'e8ncia \'fanic, nom o codis \'fanics que identifiquin correctament el tipus de producte, fent refer\'e8ncia a la descripci\'f3, designaci\'f3 i \'fas al que est\'e0 destinat.\par - Ha d\'92anar marcat indicant les aplicacions del seu us i, en el cas de llindes que han d\'92aguantar m\'e9s d\'92una fulla de f\'e0brica de ram de paleta, caldr\'e0 indicar quina cara de la llinda aguanta la cara interna del mur i quina la externa.\par - Els dos \'faltims d\'edgits de l\'92any que en que s\'92ha impr\'e8s el marcatge\par - C\'e0rrega de flexi\'f3 i la deformaci\'f3 establerta\par - Absorci\'f3 d\'92aigua.\par - Permeabilitat al vapor d\'92aigua.\par - Massa, massa per unitat d\'92\'e0rea \par - Resist\'e8ncia al gel-desgel.\par - Especificaci\'f3 del material / revestiment d\'92acord amb annex C de UNE-EN 845-2.\par - Comportament t\'e8rmic.\par - Resist\'e8ncia al foc.\par - Tipus de llinda.\par - Longitud de recolzament m\'ednima.\par - Longitud en mm.\par - Ampl\'e0ria i al\'e7ada en mm.\par - Configuraci\'f3.\par - Si s\'92exigeix que les llindes de f\'e0brica de ram de paleta estiguin arrebossats\par - Si s\'92exigeix barrera antihumitat\par - On sigui pertinent, indicar els components de la llinda combinada que no es subministri com a parts del producte.\par - Informaci\'f3 sobre les caracter\'edstiques m\'e9s dels requisits essencials\par Emmagatzematge: S'han d'apilar horitzontalment sobre taulons de fusta situats als extrems de manera que no tinguin contacte directe amj LVALz b el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 845-2:2005 Especificaci\'f3n de componentes auxiliares para f\'e1bricas de alba\'f1iler\'eda. Parte 2: Dinteles.\par\pard\par }LVALdels envanets (UNE-EN 772-3)\par - Densitat absoluta (UNE-EN 772-13)\par - Tolerancia de la densitat (UNE-EN 772-13): El valor declarat per el fabricant ha d\'92estar dins dels l\'edmits seg\'fcents en funci\'f3 de la categor\'eda.\par - D1: <= 10%\par - D2: <= 5%\par - Dm: <= desviaci\'f3 declarada per el fabricant en %\par Caracter\'edstiques essencials en peces per als usos previstos en l\'92apartat 4.1 del DB HE 1:\par - Propietats t\'e8rmiques (UNE-EN 1745)\par - Permeabilitat al vapor d\'92aigua (UNE-EN 1745)\par PECES LD:\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials:\par - Per a us de cara vista o amb protecci\'f3 de morter de capa fina:\par - Durabilitat (resist\'e8ncia gel/desgel)\par Caracter\'edstiques essencials en peces per a us en elements amb requisits estructurals:\par - Per a peces perforades horitzontalment amb una dimensi\'f3 >= 400 mm i envanets exteriors < a 12 mm que hagin d\'92anar revestides amb un lliscat:\par - Expansi\'f3 per humitat (UNE-EN 772-19)\par - Per a us de cara vista o amb protecci\'f3 de morter de capa fina:\par - Contingut en sals solubles actives (UNE-EN 772-5): El valor declarat per el fabricant ha d\'92estar dins dels l\'edmits especificats a la UNE-EN 771-1 en funci\'f3 de la categoria\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies ac\'fastiques:\par - Densitat aparent (UNE-EN 772-13): <= 1000 kg/m3\par PECES HD:\par Les caracter\'edstiques seg\'fcents han de complir amb els valors declarats per el fabricant, assajades segons la norma corresponent, dins del l\'edmit de toler\'e0ncia indicat, en el seu cas:\par Caracter\'edstiques essencials:\par - Durabilitat (resist\'e8ncia gel/desgel): Indicaci\'f3 de la categoria en funci\'f3 del grau d\'92exposici\'f3\par Caracter\'edstiques essencials en peces per LVALڦ{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 d'env\'e0 o pared\'f3 amb peces cer\'e0miques per a revestir d'una o dues cares vistes, col\'b7locades amb morter.\par S'han considerat els tipus seg\'fcents:\par - Env\'e0 o pared\'f3 de tancament\par - Env\'e0 o pared\'f3 de tancament passant\par - Doble env\'e0 articulat\par - Env\'e0 pluvial\par - Env\'e0 o pared\'f3 interior\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Col\'b7locaci\'f3 de les mires en les cantonades i estesa del fil entre mires\par - Col\'b7locaci\'f3 de les peces\par - Rep\'e0s dels junts i neteja del parament\par CONDICIONS GENERALS:\par Ha de ser estable, pla, aplomat i resistent als impactes horitzontals.\par Les peces han d'estar col\'b7locades a trencajunt i les filades han de ser horitzontals.\par Les parets deixades vistes han de tenir una coloraci\'f3 uniforme, si la DF no fixa cap altra condici\'f3.\par Els junts han de ser plens i sense rebaves.\par En les parets que hagin de quedar vistes, els junts horitzontals han d'estar matats per la part superior, si la DF no fixa altres condicions.\par Les obertures han de portar una llinda resistent.\par L'env\'e0 o pared\'f3 de tancament i no passant, ha d'estar recolzat a sobre d'un element estructural horitzontal a cada planta.\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig d'eixos:\par - Parcials: \'b1 10 mm\par - Extrems: \'b1 20 mm\par - Al\'e7\'e0ria: \'b1 15 mm/3 m, \'b1 25 mm/total\par - Aplomat: \'b1 10 mm/3 m, \'b1 30 mm/total\par - Gruix dels junts: \'b1 2 mm\par - Dist\'e0nLVALcia entre l'\'faltima filada i el sostre: \'b1 5 mm\par - Planor i horitzontalitat de les filades:\par +------------------------------------------------------+\par \'a6Acabat de \'a6Planor \'a6 Horitzontalitat \'a6\par \'a6la paret \'a6 \'a6 de les filades \'a6\par \'a6--------------\'a6-------------\'a6-------------------------\'a6\par \'a6Vista \'a6 \'b1 5 mm/2 m \'a6 \'b1 2 mm/m, \'b1 15 mm/total \'a6\par \'a6Per revestir \'a6\'b1 10 mm/2 m \'a6 \'b1 3 mm/m, \'b1 15 mm/total \'a6\par +------------------------------------------------------+\par ENV\'c0 O PARED\'d3 DE TANCAMENT:\par No ha de ser solidari amb elements estructurals verticals.\par En els acords amb un sostre o amb qualsevol altre element estructural superior, cal que hi hagi un espai de 2 cm entre l'\'faltima filada i aquell element. Aquest espai s'ha d'haver reblert amb morter, un cop l'estructura hagi adoptat les deformacions previstes, i mai abans de 24 h d'haver fet la paret.\par Ha d'estar travat, excepte la paret passant, amb la paret de tancament, en els brancals, les cantonades i els elements no estructurals. Sempre que la modulaci\'f3 ho permeti, aquesta travada ha de ser per filades alternatives.\par No hi ha d'haver forats de les peces oberts a l'exterior.\par ENV\'c0 O PARED\'d3 DE TANCAMENT PASSANT:\par Ha d'estar ancorada a la paret de suport amb connectors que han de complir les especificacions fixades al seu plec de condicions.\par Cal que estigui recolzada sobre un element resistent cada dues plantes o a 800 cm d'al\'e7\'e0ria, com a m\'e0xim, si la DF no fixa cap altra condici\'f3.\par Ha d'estar travat en els acords amb altres parets, paredons, envans i elements no estructurals. Sempre que la modulaci\'f3 ho permeti, aquesta travada ha de ser per filades alternatives.\par DOBLE ENV\'c0 ARTICULAT:\par No hi ha d'haver cap lligam entre els dos fulls de l'env\'e0 ni entre els plafons verticals de cada full.\par Cal que tingui un junt vertical cada 65 cm, alternativaE ~ / | |%p= m&?{GF@&1\,@EGr@}ƅ9@.=vE@`@@ED7FP362Claveguer PVC-U paret massissa,sanejam.pressi,DN=160 mm,PN=6 bar,s/llit sorra 15 cm+reblert sorra@ mED7FP362POBanc GISA Edificaci Obra NovaVEN.3@66ysnl >&?Qz@{GL@Qdv@Hzz@6@EAQDCP1APorta interior P'.1 de 45 mm., mecanismes A@@uEAQDCP1APOProjecte del'ampliaci i reforVEN.3ysnl >&?Qx@{GL@Qt@Hz#x@@EAQDBP1APorta interior P.1 de 45 mm., mecanismes A/@uEAQDBP1APOReforma CAP 'El Castell' . CasVEN.3ysnl >&?Gz@d;O?Fx?x&1@J@@E82ZREV1Perfil xapa acer galv. form. scol.35.15mm.@2mE82ZREV1POReforma CAP 'El Castell' . CasVEN.3ysnl >&? ףp=J<@x(@Cl.@ rx;@S @@E865U110Revestiment vertical,fibra fusta,res.sint.,DM,hidrfug,g=16mm,fix.mec.9@${m2E865U110POBanc GISA Edificaci Obra NovaVEN.3%ysnl >&?\(\?Fx $?+Χ?Gz?t$~? @@E442J035Acer S355J2H,p/ancor.,perf.forad.lam.rod,quad.,rectang.,treb.taller+antiox.,col.obra sold.@kgE442J035POBanc GISA Edificaci Obra NovaVEN.3:00ysnl >&?Q+0@ޓZ'@1߄B@j&kd/@5 @@E614TK1NEnv recolzat divis.4cm ma foradat 290x140x40mm,LD,I UNE-EN 771-1,morter 1:8@%m2E614TK1NPOBanc GISA Edificaci Obra NovaVEN.3,""ysnl >&? 5@{,@ĬCY@ )?n4@4 @@E614HSAKPared recolzat divis.10cm,totxana 290x140x100mm,LD,I UNE-EN 771-1,p/revestir,morter mixt 1:2:10@$m2E614HSAKPOBanc GISA Edificaci Obra NovaVEN.3?55ysnl >&?-@J{/Lf@ &?Q5@_v@lV}.@z,C 5@MZ@@E83FU015Doble aplacat vert.plaques guix laminat 15mm,col.fix.mec.s/perfileria@5m2E83FU015POReforma CAP 'El Castell' . CasVEN.3$ysnl >&?Qk?@>@>@@@EANAU186Bast.pared porta f.,p/llum bast.=80cmx225cm@uEANAU186POReforma CAP 'El Castell' . CasVEN.3 ysnl >&?(\@Sc @~8gDi@J{/L@rZ@@E9U6U005Scol sorra+pols marbre+resines polister,h=7cm,g= 7mm,col.morter adh.@ mE9U6U005POReforma CAP 'El Castell' . CasVEN.3#ysnl >LVALment a cada un dels fulls.\par Les peces que formen cada plaf\'f3 han d'estar col\'b7locades a trencajunt i les filades han de ser horitzontals.\par Els maons perpendiculars als fulls han d'estar travats, en filades alternatives, nom\'e9s a un d'ells i cal que quedin separats de l'altre amb una l\'e0mina de poliestir\'e8 expandit elastificat. La travada de cada un dels fulls ha de ser alternativa.\par L'acord amb qualsevol altre element, horitzontal o vertical, s'ha de fer sense travar.\par Els junts verticals han de quedar marcats a l'enguixat.\par Qualsevol obertura ha de tenir tota l'al\'e7\'e0ria de l'env\'e0.\par ENV\'c0 PLUVIAL:\par Els pilars de lligada han de ser de ma\'f3 mass\'eds o calat i han d'estar travats per filades alternatives amb la paret de suport.\par L'env\'e0 ha de quedar travat als pilars de lligada. La part inferior ha de descansar sobre un element resistent i la superior s'ha de protegir de l'entrada d'aigua de pluja dins la cambra.\par Hi ha d'haver forats de ventilaci\'f3 distribu\'efts entre les parts altes i baixes.\par ENV\'c0 O PARED\'d3 INTERIOR:\par No ha de ser solidari amb elements estructurals verticals.\par En els acords amb un sostre o amb qualsevol altre element estructural superior, cal que hi hagi un espai de 2 cm entre l'\'faltima filada i aquell element. Aquest espai s'ha d'haver reblert amb morter, un cop l'estructura hagi adoptat les deformacions previstes, i mai abans de 24 h d'haver fet la paret.\par Fond\'e0ria de les regates:\par +--------------------------------------+\par \'a6Gruix paret (cm)\'a6Fond\'e0ria regates (cm)\'a6\par \'a6----------------\'a6---------------------\'a6\par \'a6 4 \'a6 <= 2 \'a6\par \'a6 5 \'a6 <= 2,5 \'a6\par \'a6 6 - 7 \'a6 <= 3 \'a6\par \'a6 7,5 \'a6 <= 3,5 \'a6\par \'a6 9 \'a6 <= 4 \'a6\par \'a6 10 \'a6 <= 5 \'a6\par +--------------------------------------+\par RegateLVALs:\par - Pendent: >= 70\'b0\par - A dues cares. Separaci\'f3 (parets per revestir): >= 50 cm\par - Separaci\'f3 dels marcs: >= 20 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C i sense pluges si la paret \'e9s exterior. Si es sobrepassen aquests l\'edmits, s'ha de revisar l'obra executada 48 h abans i s'han d'enderrocar les parts afectades.\par Si la paret \'e9s exterior i el vent superior a 50 km/h, s'han de suspendre els treballs i assegurar les parts que s'han fet.\par L'obra s'ha d'aixecar, si \'e9s possible, per filades senceres.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin ni cedeixin aigua al morter.\par Les peces s\'92han de col.locar refregant-les sobre un llit de morter, sempre que ho permeti la dimensi\'f3 de la pe\'e7a, fins que el morter sobresurti per els junts horitzontal i vertical.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par PARED\'d3 O ENV\'c0 (EXCEPTE L'ENV\'c0 PLUVIAL):\par Amb deducci\'f3 del volum corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures <= 2,00 m2: No es dedueixen\par - Obertures > 2,00 m2 i <= 4,00 m2: Es dedueixen el 50%\par - Obertures > 4,00 m2: Es dedueixen el 100%\par Als forats que no es dedueixin, o que es dedueixin parcialment, l\'92amidament inclou la feina de fer els retorns, com brancals. En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par Aquests criteris inclouen la col\'b7locaci\'f3 dels elements que configuren l'obertura, com \'e9s ara bastiments, excepte en el cas de forats de m\'e9s de 4,00 m2 en qu\'e8 aquesta col\'b7locaci\'f3 es compta a part.\par Inclouen l'execuci\'f3 de tots els treballs necessaris per a resoldre l'obertura, pel qu\'e8 fa a brancals i ampit, i s'utilitzaran, si cal, materials diferents dels que normalment conformen la unitat.\par\par 4.- NORLVAL(MATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par\pard\par }NL@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@QDOBHm\UAQDOBHm\UAQDOBHm\UAQDOBHm\UAQDx:BO<8QDx:BO<8QDx:BO<8QF88:8Q:QF88:8Q: QF88:8Q: QF88<8Q8@QF88<8Q8AQF88<8Q8BQF888:ayQF8:o>8:azQF8:o>8:a{QF8:o>8:a|QF8xo6M8QF8xo6M8QF8xo6M8QF:<8:<o:@<a$QF><o:@<a%QF><o:@<a&QF><o:@<a'QF>>868J7QF>>868J8QF>>868J9QF>>868J:QF>>868J;QF>>868J>868J=QF>>868J>QF>>8iQU QF>>8iQU QF>>8iQU QF>>8iQU QF>>:8JJa(QF>>:8JJa)QF>>:8JJa*QF>>:8JJa+QF>>o668acQF>>o668adQF>>o668aeQF>>o668afQF>>o668agQF>>o668ahQF>>o668aiQF>>o668ajQF>>o668akQF>>o668alQF>>o668amQFB@o886(QFB@o886)QFB@o886*QFB@o886+QFB@o886,QFBLom86 `QFBLom86 aQFBLom86 bQFBLom86 cQFBLom86 dQFBLom86 eQFBLom^J pQFBLom^J qQFBLom^J rQFBLom^J {QFBLom^J |QFF8`8<6KQFF8`8<6LQFF8`8<6MQFH>6L[6~YQFH>6L[6~ZQFH>6L[6~[QFH>6L[6~\QFHF8LJ6~iQFHF8LJ6~jQFHF8LJ6~kQFHF8LJ6~lQFHFO:>6 TQFHFO:>6 UQFHFO:>6 VQFHFQ:>6 WQFHFQ:>6 XQFHFQ:>6 YQFHF[:J6~aQFHF[:J6~bQFHF[:J6~cQFHF[:J6~dQFHF\:J6~QQFHF\:J6~RQFHF\:J6~SQFHF\:J6~TQFHJ:LJ6~eQFHJ:LJ6~fQFHJ:LJ6~gQFHJ:LJ6~hQFHJLL[6QyQFHJLL[6QzQFHJLL[6Q{QFHJLL[6Q|QFHLJL[6QQFHLJL[6QQFHLJL[6QQFHLJL[6QQFL88J66 QFL88J66  QFL88J66  QFQxoS66QFQxoS66JQFQxoS66KQFQxoS66LQFQxoS66LQFQxoS66LQFQxoS66LQFQxoS66L7LVAL)JV Q P ]  [  0 PQLb1jPart proporcional daccessorPart proporcional daccessoris per a safates metl.liquesSafata metl.lica de reixeta d'acer galvanitzat, de 150 mm d'amplriaConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, tetrapolar de secci 4x4 mm2Conductor de coure de designaci UNE RZ1-K 0,6/1 kV, amb baixa emissivitat fums, tripolar de secci 3x2,5 mm2Conductor de coure de designaci UNE ES07Z1-K (AS), amb baixa emissivitat fums, unipolar de secci 1x2,5 mm2Conductor de coure de designaci UNE 07Z1-K, amb baixa emissivitat fums, unipolar de secci 1x1,5 mm2Despeses auxiliars sobre la m d'obraPart proporcional daccessoris per a safates plstiquesSafata plstica de PVC rgid llis, de 60x200 mmCaixa de derivaci quadrada de plstic, de 150x150 mm, amb grau de protecci estanca i per a muntar superficialmentCaixa de derivaci quadrada de plstic, de 100x100 mm, amb grau de protecci estanca i per a muntar superficialmentPart proporcional d'accessoris de caixa de derivaci quadradaTub rgid de PVC, de 25 mm de dimetre nominal, allant i no propagador de la flama, amb una resistncia a l'impacte de 2 J, resistncia a compressi de 1250 N i una rigidesa dielctrica de 2000 VTub rgid de PVC, de 20 mm de dimetre nominal, allant i no propagador de la flama, amb una resistncia a l'impacte de 2 J, resistncia a compressi de 1250 N i una rigidesa dielctrica de 2000 VPart proporcional d'accessoris per a tubs rgids de PVCTub flexible corrugat de PVC, de 16 mm de dimetre nominal, allant i no propagador de la flama, resistncia a l'impacte d'1 J, resistncia a compressi de 320 N i una rigidesa dielctrica de 2000 VPresa de corrent per a muntar superficialment, bipolar amb presa de terra lateral (2P+T), 16 A 250 V, amb tapa i caixa estanca, amb grau de protecci IP-55, preu mitjPart proporcional daccessoris per a endollsPart proporcional d'accessoris per a interruptors i commutadorsBase Schuko monoblock de tipus universal, bipolar (2P), 16 AX/250 V, amb base blancaEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 VCommutador, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot,Part proporcional daccessoris per a interruptors magnetotrmicsPart proporcional daccessoris per a interruptors diferencialsPiqueta de connexi a terra dacer i recobriment de coure, de 2500 mm de llargria, de 14,6 mm de dimetre, estndardPart proporcional delements especials per a piquetes de connexi a terraPunt de connexi a terra amb pont seccionador de platina de coure, muntat en caixa estanca i per muntar superficialmentConductor de coure nu, unipolar de secci 1x35 mm2Part proporcional d'elements especials per a conductors de coure nusPart proporcional d'accessoris per a platines de coure nuesPlatina de coure nua de 60 mm2 de secci (20x3 mm), per a 194 A d'intensitat mximaVlvula d'esfera manual soldada, d'1'' de dimetre nominal, de 16 bar de pressi nominal, de bronze, preu altAbraadora metl.lica, de 24 mm de dimetre interiorPart proporcional delements de muntatge per a tubs de polipropil a pressi, de 25 mm de dimetre, soldatTub de Polipropil-copolmer PP-R a pressi de dimetre 25x3,5 mm, srie S 3,2 segons UNE 53380-2Accessori per a tubs de polipropil a pressi, de 25 mm de dimetre, per a soldarTub de PVC-U de paret massissa per a sanejament amb pressi, de DN 160 mm i de PN 6 bar segons norma UNE-EN 1456-1, per a uni elstica amb anella elastomricaVidre allant de dos vidres laminars de seguretat incolors, amb classificaci de resistncia a l'impacte manual nivell A, de 5+5 mm de gruix, cambra d'aire de 8 mm. i vidre 4+4 mm.LVAL#s&{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Execuci\'f3 d\'92estructures amb maons cer\'e0mics.\par S'han considerat els elements estructurals seg\'fcents:\par - Pilars\par - Parets\par - Arcs a plec de llibre o amb maons de pla\par - Voltes\par - Voltes d\'92escala\par - Llindes amb peces de cer\'e0mica armada o amb biguetes de formig\'f3\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Pilars i parets:\par - Replanteig\par - Col\'b7locaci\'f3 i aplomat de les mires de refer\'e8ncia\par - Marcat de les filades a les mires i estesa dels fils\par - Col\'b7locaci\'f3 de plomades a les arestes i voladissos\par - Col\'b7locaci\'f3 de les peces humitejant-les i en filades senceres\par - Rep\'e0s dels junts i neteja dels paraments\par - Protecci\'f3 de la f\'e0brica enfront de les accions horitzontals\par - Protecci\'f3 de l'obra executada de la pluja, les gelades i de les temperatures elevades\par - Protecci\'f3 de l'obra de f\'e0brica dels cops, fregades i de les esquitxades de morter\par Arcs, voltes i llindes:\par - Col\'b7locaci\'f3 de les plantilles o dels cindris que han de servir de guia\par - Col\'b7locaci\'f3 de les peces humitejant-les\par - Rep\'e0s dels junts i neteja de l\'92element si ha de quedar vist\par - Protecci\'f3 de l\'92element enfront accions mec\'e0niques no previstes en el c\'e0lcul\par - Protecci\'f3 de l'obra executada de la pluja, les gelades i les temperatures elevades\par - Protecci\'f3 de l'obra de f\'e0brica de cops, rascades i esquitxades de morter\par CONDICIONS GENERALS:\par Ha de ser estable i resistent.\par Ha de tenir laLVAL`{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Peces de argila cuita utilitzades en el ram de paleta (fa\'e7anes vistes o revestides, estructures portants i no portants, murs i divis\'f2ries interiors, tant a edificaci\'f3 com a enginyeria civil)\par S'han considerat els tipus seg\'fcents:\par En funci\'f3 de la densitat aparent:\par - Peces LD, amb una densitat aparent menor o igual a 1000 kg/m3, per a parets revestides\par - Peces HD, peces per a elements sense revestir o per a revestir i amb una densitat aparent mes gran de 1000 kg/m3\par En funci\'f3 del nivell de confian\'e7a de les peces respecte a la resist\'e8ncia a la compressi\'f3:\par - Peces de categoria I: peces amb una resist\'e8ncia a compressi\'f3 declarada amb probabilitat de no assolir-se inferior al 5%.\par - Peces de categoria II: peces que no compleixen el nivell de confian\'e7a especificat per la categoria I.\par En funci\'f3 del volum i disposici\'f3 de forats:\par - Peces massisses\par - Peces calades\par - Peces alleugerides\par - Peces foradades\par CARACTER\'cdSTIQUES GENERALS:\par Ma\'f3 amb forats a la testa, obtingut per un proc\'e9s d'extrussi\'f3 mec\'e0nica i cocci\'f3 d'una pasta argilosa i, eventualment, d'altres mat\'e8ries.\par Les peces han de presentar regularitat de dimensions i de forma.\par No ha de tenir esquerdes, forats, exfoliacions, ni escrostonaments d'arestes.\par Si \'e9s de cara vista no ha de tenir imperfeccions, taques, cremades, etc. i la uniformitat de color en el ma\'f3 i en el conjunt de les remeses ha de complir les condicions subjectives requerides per la DF.\par La disposici\'f3 dels fLVALa us en elements amb requisits estructurals:\par - Expansi\'f3 per humitat (UNE-EN 772-19)\par - Per a us de cara vista o amb protecci\'f3 de morter de capa fina:\par - Contingut en sals solubles actives (UNE-EN 772-5): El valor declarat per el fabricant ha d\'92estar dins dels l\'edmits especificats a la UNE-EN 771-1 en funci\'f3 de la categoria\par Caracter\'edstiques essencials en peces per a us en elements amb exig\'e8ncies ac\'fastiques:\par - Densitat aparent (UNE-EN 772-13): >= 1000 kg/m3\par Caracter\'edstiques essencials en peces per a us en cara vista o en barreres anticapil.laritat:\par - Absorci\'f3 d\'92aigua: <= valor declarat per el fabricant\par - Cara vista (UNE-EN 771-1)\par - Barreres anticapil.laritat (UNE-EN 772-7)\par Caracter\'edstiques complement\'e0ries:\par - Succi\'f3 immersi\'f3 60 \'b12 s (UNE-EN 772-11) : <= valor declarat per el fabricant\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetats sobre palets, de manera no totalment herm\'e8tica.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par Per a peces de categoria I:\par - Sistema 2+: Declaraci\'f3 CE de conformitat del fabricant i Certificat del control de producci\'f3 en f\'e0brica em\'e8s per l\'92organisme d\'92inspecci\'f3\par Per a peces de categoria II:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par A l'embalatge o a l'albar\'e0 de lliurament han de constar-hi les dades seg\'fcents:\par - Classificaci\'f3 segons DB-SE-F (Taula 4.1)\par - Marca CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol. El s\'edmbol normalitzat del marcatge CE s'ha d'acompanyar de la seg\'fcent informaci\'f3:\par - Numero d\'92identificaci\'f3 del organisme notificat (nom\'e9s per al sistema 2+)\par - Marca del fabLVALricant i lloc d\'92origen\par - Dos \'faltims d\'edgits del any en que s\'92ha impr\'e8s el marcat CE.\par - N\'famero del certificat de conformitat del control de producci\'f3 a f\'e0brica, en el seu cas\par - Refer\'e8ncia a la norma EN 771-1\par - Descripci\'f3 de producte: nom generic, material, dimensions, .. i us al que va destinat.\par - Informaci\'f3 de les caracter\'edstiques essencials segons annex ZA de la UNE-EN 771-1\par Emmagatzematge: De manera que no es trenquin o s'escantonin. No han d'estar en contacte amb terres que continguin solucions salines, ni amb productes que puguin modificar les seves caracter\'edstiques (cendres, fertilitzants, greixos, etc.).\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 771-1:2003 Especificaciones de piezas para f\'e1brica de alba\'f1iler\'eda. Parte 1: Piezas de arcilla cocida.\par UNE-EN 771-1:2003/A1:2006 Especificaciones de piezas para f\'e1brica de alba\'f1iler\'eda. Parte 1: Piezas de arcilla cocida.\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par\pard\par }LVAL forma indicada a la DT.\par En l\'92execuci\'f3 de l\'92element s\'92han de complir les prescripcions establertes en l\'92article 3 de la norma DB-SE-F, en especial les que fan refer\'e8ncia a la durabilitat dels component: peces, morters i armadures, en el seu cas, en funci\'f3 de les classes d\'92exposici\'f3.\par No hi ha d'haver fissures.\par Els junts han d'estar plens de morter.\par PARETS I PILARS:\par Els paraments han d'estar aplomats.\par Les filades han de ser horitzontals.\par Les peces han d\'92estar col.locades a trencajunt.\par No hi poden haver peces m\'e9s petites que mig ma\'f3.\par La paret ha d'estar travada en els acords amb altres parets.\par En les cantonades i trobades amb d\'92altres parets, el cavalcament de les peces no ha de ser m\'e9s petit que el trav\'e9s de la pe\'e7a.\par Les obertures han de portar una llinda resistent.\par Els recolzaments puntuals d'elements estructurals han d'estar fets amb una sabata prou resistent i r\'edgida per distribuir uniformement les c\'e0rregues.\par El recolzament del sostre a la paret ha de ser suficient per a transmetre-li tots els esfor\'e7os i en qualsevol cas ha de ser com a m\'ednim 65 mm.\par Ha d\'92haver-hi els junts de dilataci\'f3 necessaris per tal de permetre els moviments de l\'92element sense que aquest quedi afectat en les seves prestacions. La forma, disposici\'f3 i dimensions dels junts han de complir l\'92especificat a la DT.\par Les regates, en el seu cas, han de complir l\'92especificat en el seu plec de condicions.\par En murs de gruix < 200 mm, el reenfonsat dels junts, en el seu cas, ha de tenir una fond\'e0ria <= 5 mm.\par Gruix dels junts:\par - Morter ordinari o lleuger (UNE-EN 998-2): 8-15 mm\par - Morter de junt prim (UNE-EN 998-2): 1- 3 mm\par Cavalcament de la pe\'e7a en una filada: >= 0,4 x gruix de la pe\'e7a, >= 40 mm\par Massissat del junt vertical:\par - Al\'e7\'e0ria de morter: Gruix de la pe\'e7a\par - Fond\'e0ria del morter: >= 0,4 x trav\'e9s de la pe\'e7a\par Recolzament de c\'e0rregues puntLVALuals: >= 100 mm\par Toler\'e0ncies d'execuci\'f3:\par L\'92element executat ha de complir les toler\'e0ncies definides a la DT o en el seu defecte, les seg\'fcents:\par - Replanteig d'eixos parcials: \'b1 10 mm\par - Replanteig d'eixos extrems: \'b1 20 mm\par - Al\'e7\'e0ria parcial: \'b1 15 mm\par - Al\'e7\'e0ria total: \'b1 25 mm\par - Horitzontalitat de les filades: \'b1 2 mm/m; \'b1 15 mm/total\par - Gruix dels junts: \'b1 2 mm\par - Aplomat en una planta: \'b1 20 mm\par - Aplomat total: \'b1 50 mm\par - Axialitat: \'b1 20 mm\par - Planor dels paraments en 1 m: \'b1 5 mm\par - Planor dels paraments en 10 m: \'b1 20 mm\par - Gruix:\par - F\'e0brica al llarg o trav\'e9s: + 5%\par - Altres f\'e0briques: \'b1 25 mm\par PARETS DE TOTXANA:\par No han de quedar buits de peces obertes a l'exterior.\par Les cantonades, els brancals, les traves, etc. han d'estar formades amb maons calats de la mateixa modulaci\'f3.\par ARC:\par Els recolzaments han de resistir sense deformacions les empentes verticals i horitzontals que transmet l\'92arc o la volta.\par Si l'arc \'e9s de dos gruixos, entre els dos fulls cal que hi hagi una capa uniforme de morter i les filades del doblat han d'estar despla\'e7ades de les del senzillat, de manera que les peces quedin col\'b7locades a trencajunt.\par Si l'aparellament de l'arc \'e9s pla, els maons han d'estar col\'b7locats de pla, tangencialment a la corba de l'intrad\'f3s.\par Si l'aparellament de l'arc \'e9s a plec de llibre, els maons han d'estar col\'b7locats perpendicularment a la corba de l'intrad\'f3s.\par L'intrad\'f3s ha d'estar rejuntat i sense rebaves.\par El gruix dels junts ha de ser constant a l'intrad\'f3s i a l'extrad\'f3s.\par Gruix dels junts: 8 - 15 mm\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig de la directriu i de la generatriu: \'b1 10 mm\par - Nivells d'arrencada, acord i clau: \'b1 10 mm\par - Planor de las cares: \'b1 10 mm/2 m ; 20 mm/total\par - Gruix dels junts: \'b1 2 mm\par VOLTA O DOBLAT DE VOLTA:\par Els recolzaments haLVALo ]{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Vidre format per varies llunes unides per calandratge i fusi\'f3 en autoclau d'una l\'e0mina de butiral de polivinil intercalada, capa\'e7 de proporcionar una protecci\'f3 contra atacs manuals o de projectils.\par CARACTER\'cdSTIQUES GENERALS:\par Les llunes que formen el vidre no han de tenir defectes superficials (de planimetria a les llunes no trempades, de paral\'b7lelisme en les seves cares, d'ondulacions, d'incrustacions, ratlles, esquerdes, etc.).\par No ha de tenir defectes en la massa detectables a simple vista (d'homogene\'eftat, de vitrificaci\'f3, de recuita, inclusions gasoses, etc.).\par El vidre laminar acabat no ha de tenir bosses ni taques produ\'efdes per l'adher\'e8ncia deficient de les parts components.\par Duresa al ratllat (Mohs): >= 6,5\par VIDRE LAMINAR DE SEGURETAT:\par Ha d'estar homologat segons la "ORDEN de 13 de marzo de 1986" com a resistent a l'impacte manual amb la categoria indicada (A o B).\par Resist\'e8ncia a l'impacte (assaigs segons ORDEN 13/3/1986):\par - Categoria A:\par - Impacte no concentrat d'energia alta: Ha de complir\par - Categoria B:\par - Impacte no concentrat d'energia alta: Ha de complir\par - Impacte concentrat d'energia baixa: Ha de complir\par - Impacte concentrat d'energia alta: Ha de complir\par - Impacte de pedra i "coctel molotov": Ha de complir\par - Assaig d'ebullici\'f3: Ha de complir\par VIDRE AMB UNA LLUNA TREMPADA:\par Toler\'e0ncies:\par - Planor de la lluna trempada:\par - Superf\'edcie <= 0,5 m2: \'b1 2 mm/m\par - Superf\'edcie > 0,5 m&H O D U[J0?Gz3@Gz3@Gz3@Gz3@=@Y@__A013A000Ajudant fusterAjudant fusterhA013A000EMVEN.2VEN.30?\(\6@\(\6@\(\6@\(\6@=@Y@__A012A000Oficial 1a fusterOficial 1a fusterhA012A000EMVEN.2VEN.3 0?ffffff@ffffff@ffffff@ffffff@@@__BAZGU00APerns KSSinox 1002-B o similar Perns KSSinox 1002-B o similaruBAZGU00AETVEN.2VEN.3%       0?ffffff6@ffffff6@ffffff6@ffffff6@@@>@ manetes L d.20, per pany am__BAZGTEC2Pany de cop i clau Tecnolar 883 IN o similar0@ uBAZGTEC2ETVEN.2VEN.3   0?@J@@J@@J@@J@L@__BAZGUPBAJoc d'accessoris d'acer inox pba progama 2000 amb placa 180x180, manetes L d.20, per pany amb clau ({@7=uBAZGUPBAETVEN.2VEN.3KAA77777333333)' 0?n@n@n@n@`q@ @per estructura inter__BAQDBP1APorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interi@uBAQDBP1AETVEN.2VEN.3KAA77777333333)' 0?333333?333333?333333?333333?@ @Taula='Familia'enDe__B82ZREV1Perfil de xapa d'acer galvanitzat de 35x15mm, fixat mecnicament a parament de guix laminat]@6=mB82ZREV1ETVEN.2VEN.3B88.....******  0?ffffff@ffffff@ffffff@ffffff@ @fug, de 6 mm de gruix"__B0CUU006Tauler de fibres de fusta i resines sinttiques, de densitat mitjana, hidrfug, de 6 mm de gruixb@2=m2B0CUU006ETVEN.2VEN.3I??55555111111'# 0?Gz@Gz@Gz@Gz@ @fug, de 16 mm de gruix"__B0CUU110Tauler fib.fust.+res.sint.,dens.mitjana,g=16mm,hidrfugc@0=m2B0CUU110ETB0CUU110Banc GISA Edificaci Obra NovaVEN.3\RR   0?Q?Q?Q?Q? @__B0A32000Clau acer galv.Clau acer galvanitzatkgB0A32000ETB0A32000Banc GISA Edificaci Obra NovaVEN.3KAA 0?Gz?Gz?Gz?Gz? @dats laminats en calent srie ro__B44ZJ03AAcer S355J2H,pea simp.,perf.forad.lam.rod,quad.,rectang.,treb.taller p/col.sold.+antiox.@ kgB44ZJ03AETB44ZJ03ABanc GISA Edificaci Obra NovaVEN.3uu999//++++++! LVALF{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials per a formaci\'f3 de solera i empostissats.\par S'han considerat els elements seg\'fcents:\par - Post de fusta de pi encadellada, procedent de troncs sans de fibres rectes, uniformes, compactes i paral\'b7leles\par - Tauler de part\'edcules de fusta i resines sint\'e8tiques premsat en calent, de densitat mitjana, acabat per pintar o acabat xapat amb fusta per a envernissar.\par POST DE FUSTA DE PI ENCADELLADA:\par No ha de tenir signes de putrefacci\'f3, corcs, fongs, nusos morts ni estelles.\par Es poden admetre esquerdes superficials, produ\'efdes per l'assecatge que no afectin les caracter\'edstiques de la fusta.\par Les vores del post han d'estar acabades de manera que es puguin encadellar entre ells.\par Les cares han de ser planes i amb les arestes vives.\par Els extrems han d'estar acabats mitjan\'e7ant tall de serra, a escaire.\par Contingut d'humitat: Aprox. 12%\par Di\'e0metre de nusos vius: <= 3,5 cm\par Dist\'e0ncia entre nusos de di\'e0metre m\'e0xim: >= 50 cm\par Toler\'e0ncies:\par - Llarg\'e0ria nominal: \'b1 20 mm/m\par - Ampl\'e0ria nominal: \'b1 3 mm\par - Gruix: \'b1 1 mm\par - Fletxes: <= 5 mm/m, <= 10 mm/total\par TAULER D'AGLOMERAT DE FUSTA:\par Les cares han de ser planes, escairades i han de tenir les arestes vives.\par Els extrems han d'estar acabats mitjan\'e7ant tall de serra, a escaire.\par No ha de tenir defectes superficials.\par Pes espec\'edfic (UNE 56709):\par - Gruix 16 mm: >= 6,50 kN/m3; <= 7,50 kN/m3\par - Gruix 25 mm: >= 6,20 kN/m3; <= 7,20 kN/m3\par M\'f2dul d'elasticitat (UNE 56712):\par - GrLVALuix 16 mm: M\'ednim: 2100 N/mm2; Mitj\'e0: 2500 N/mm2\par - Gruix 25 mm: M\'ednim: 1900 kg/mm2; Mitj\'e0: 2000 N/mm2\par Resist\'e8ncia a la flexi\'f3 (UNE 56711):\par - Gruix 16 mm: M\'ednim: 24,5 N/mm2; Mitj\'e0: 28 N/mm2\par - Gruix 25 mm: M\'ednim: 24,5 N/mm2; Mitj\'e0: 25 N/mm2\par Inflament (UNE 56713):\par - Gruix 16 mm: <= 3%\par - Gruix 25 mm: <= 2%\par - Llarg\'e0ria: <= 0,3%\par Resist\'e8ncia a la tracci\'f3 perpendicular a les cares (UNE 56712):\par - Gruix 16 mm: >= 0,6 N/mm2\par - Gruix 25 mm: >= 0,55 N/mm2\par Resist\'e8ncia a l'arrencada de cargols (UNE 56720):\par - A la cara:\par - Gruix 16 mm: >= 1,4 kN\par - Gruix 25 mm: >= 1,2 kN\par - Al cantell:\par - Gruix 16 mm: >= 1,15 kN\par - Gruix 25 mm: >= 1,0 kN\par Absorci\'f3 d'aigua (UNE 56713): \par - Hidrofugat: <= 0,8%\par - Sense hidrofugar: <= 6%\par Toler\'e0ncies:\par - Llarg\'e0ria: \'b1 0,5 mm\par - Ampl\'e0ria: \'b1 0,5 mm\par - Gruix: \'b1 0,3 mm\par - Rectitud d'arestes: \'b1 2 mm/m\par - Planor: \'b1 1 mm/m\par - Angles: \'b1 1\'b0\par TAULER AMB ACABAT XAPAT:\par Ha d'estar xapat amb fullola de la fusta corresponent a totes les cares vistes.\par La fullola no ha de tenir punts desencolats o bufats.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par POST DE FUSTA DE PI ENCADELLADA:\par Subministrament: De manera que no s'alterin les seves condicions.\par Emmagatzematge: De manera que no es deformin i en llocs secs i ventilats, sense contacte directe amb terra.\par TAULER D'AGLOMERAT DE FUSTA:\par Si el material ha de ser component de la part cega del tancament exterior d\'92un espai habitable, el fabricant ha de declarar, com a m\'ednim, els valors per les propietats higrot\'e8rmiques seg\'fcents:\par - Conductivitat t\'e8rmica (W/mK)\par - Factor de resist\'e8ncia a la difusi\'f3 del vapor d\'92aigua\par Subministrament: de manera que garanteixi la protecci\'f3 dels taulers i amb la indicaci\'f3 dels tipus subministrats.\par Emmagatzematge: De manera que no e LVAL s deformin i en llocs secs i ventilats, sense contacte directe amb el terra. S'ha d'evitar un emmagatzematge prolongat a l'obra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par POST DE FUSTA O TAULER D'AGLOMERAT:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{G{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Revestiments verticals de paraments interiors o exteriors, realitzats amb taulers de fibres de fusta i resines sint\'e8tiques o taulers de fusta premsada amb resines fen\'f2liques, col\'b7locades clavades o adherides sobre enllatat, en paraments interiors o exteriors.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 dels taulers (talls, forats, etc.)\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig de l'especejament en el parament\par - Col\'b7locaci\'f3 de l\'92adhesiu, en el seu cas\par - Col\'b7locaci\'f3 de les peces\par - Segellat dels junts, cas que sigui necessari\par CONDICIONS GENERALS:\par El conjunt del revestiment ha de ser estable i indeformable. Ha de formar una superf\'edcie plana i cont\'ednua que ha de quedar al nivell i en la posici\'f3 prevista.\par Els taulers han de quedar ben adherits o fixats a les llates de suport.\par En el revestiment acabat no hi ha d'haver peces trencades, deformades ni amb defectes superficials apreciables (ratlles, bonys, etc.).\par L'especejament ha de complir les especificacions subjectives requerides per la DF.\par Els junts han de coincidir sempre amb elements portants.\par En espais interiors, el revestiment ha de quedar separat del sostre i del terra o s\'f2col un m\'ednim de 5 mm.\par En espais exteriors, la disposici\'f3 del revestiment ha de ser tal que entre la seva cara interna i el tancament hi hagi una ventilaci\'f3 constant que eviti la formaci\'f3 d\'92humitats permanents.\par Junt vertical : >= 1 mm\par ToLVALler\'e0ncies d'execuci\'f3:\par - Replanteig parcial: \'b1 2 mm\par - Replanteig total: \'b1 2 mm\par - Planor: \'b1 3 mm/2 m\par - Aplomat: \'b1 5 mm/3 m\par - Ajust entre plaques: \'b1 1 mm\par COL\'b7LOCACI\'d3 AMB FIXACIONS MEC\'c0NIQUES:\par Penetraci\'f3 de les fixacions: >= 2 cm\par Dist\'e0ncia entre fixacions: <= 30 cm\par Dist\'e0ncia entre la fixaci\'f3 i les vores: >= gruix del tauler\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par La manipulaci\'f3 dels taulers (talls, forats per a instal\'b7lacions, etc.) s'ha de fer abans de fixar-les al suport.\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par Les llates de fixaci\'f3 han de complir les condicions de planor i de nivell que s\'92exigeixen al revestiment acabat.\par Les peces han d\'92anar recolzades com a m\'ednim en dues llates.\par Si en el parament on s\'92han de fixar es preveu que hi hagi humitat, cal col\'b7locar una l\'e0mina impermeabilitzant entre la llata i el parament.\par Entre les llates i tamb\'e9 en la disposici\'f3 dels taulers del revestiment, cal preveure passos per a la circulac\'f3 de l\'92aire per l\'92interior de l\'92espai buit.\par En espais interiors, per a iniciar-ne l'execuci\'f3 cal que la coberta i el tancament de l'edifici s\'92hagin acabat, inclosa la fusteria dels buits d'obra que quedin en l'\'e0mbit d'actuaci\'f3.\par COL\'b7LOCACI\'d3 AMB ADHESIU:\par L'adhesiu s'ha d'aplicar seguint les instruccions del fabricant.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Amb deducci\'f3 de la superf\'edcie corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures <= 2,00 m2: No es dedueixen\par - Obertures > 2,00 m2 i <= 4,00 m2: Es dedueixen el 50%\par - Obertures > 4,00 m2: Es dedueixen el 100%\par Aquests criteris inclouen la col\'b7locaci\'f3 dels elements que configuren l'obertura, com \'e9s ara bastiments, excepte en PLVAL`el cas de forats de m\'e9s de 4,00 m2 en qu\'e8 aquesta col\'b7locaci\'f3 es compta a part.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL2: \'b1 3 mm/m\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Protegit de manera que no s'alterin les seves caracter\'edstiques.\par Si el material ha de ser component de les obertures del tancament exterior d\'92un espai habitable, el fabricant ha de declarar, com a m\'ednim, els valors per les propietats seg\'fcents:\par - Transmit\'e0ncia t\'e8rmica U (W/m2K)\par - Factor solar\par Emmagatzematge: Protegit contra les accions mec\'e0niques (cops, ratllades, sol directe, etc.) i contra les accions qu\'edmiques (impressions i alteracions d'adher\'e8ncia entre les llunes i la l\'e0mina de butiral de polivinil, produ\'efdes per la humitat).\par S'ha de guardar en estibes de 25 cm de gruix com a m\'e0xim i amb un pendent del 6% respecte de la vertical.\par Ha de quedar separat de les altres estibes mitjan\'e7ant intercaladors i recolzat sobre travessers de fusta o d'un material protector.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie necess\'e0ria subministrada a l'obra, amidada segons les especificacions de la DT.\par S'han de considerar les respectives dimensions d'acord amb els criteris seg\'fcents:\par - Llarg\'e0ria i ampl\'e0ria: M\'faltiples de 3 cm\par - Per a unitats amb superf\'edcie < 0,25 m2: 0,25 m2/unitat\par Cal prendre el m\'faltiple immediat superior en el cas que la dimensi\'f3 no ho sigui.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Orden de 13 de marzo de 1986 por la que se declaran de obligado cumplimiento las especificaciones t\'e9cnicas de los tipos de blindajes transparentes o transl\'facidos para su homologaci\'f3n por el Ministerio de Industria y Energ\'eda.\par\pard\par }LVAL ]{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Envidrat amb vidre, allotjat en galzes sobre fusta, acer, alumini o PVC o entregat directament sobre buit d\'92obra, o millora ac\'fastica de balconera substituint els vidres antics per vidre laminat.\par S'han considerat els tipus seg\'fcents:\par - Vidre laminar de seguretat\par S'han considerat les formes de col\'b7locaci\'f3 seg\'fcents:\par - Col\'b7locaci\'f3 amb llist\'f3 de vidre\par - Col\'b7locaci\'f3 amb perfils conformats de neopr\'e8\par - Col\'b7locaci\'f3 amb m\'e0stic sobre buit d\'92obra irregular\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Col\'b7locaci\'f3 amb llist\'f3 de vidre:\par - Neteja dels perfils de suport\par - Aplicaci\'f3 d'una primera capa de m\'e0stic en el per\'edmetre\par - Col\'b7locaci\'f3 de les falques de recolzament\par - Col\'b7locaci\'f3 de la fulla de vidre en el bastiment\par - Aplicaci\'f3 d'un cord\'f3 de m\'e0stic omplint l'espai entre el vidre i el galze\par - Col\'b7locaci\'f3 del llist\'f3 perimetral\par - Allisat del m\'e0stic i neteja final\par Col\'b7locaci\'f3 amb perfils conformats de neopr\'e8:\par - Neteja dels perfils de suport\par - Col\'b7locaci\'f3 del perfil conformat en el per\'edmetre de la fulla de vidre\par - Col\'b7locaci\'f3 de la fulla de vidre en el bastiment\par Col\'b7locaci\'f3 amb m\'e0stic sobre buit d\'92obra irregular:\par - Confecci\'f3 de plantilles\par - Retall a mida del vidre\par - Neteja i preparaci\'f3 del suport\par - Aplicaci\'f3 d\'92una primera capa de m\'e0stic en el per\'edmetre del buit\par - Col\'b7locaci\'f3 de la LVALfulla de vidre en el buit d\'92obra\par - Fixaci\'f3 del vidre al buit d\'92obra\par - Aplicaci\'f3 d\'92un cord\'f3 de m\'e0stic omplint l\'92espai entre el vidre i el buit\par - Allisat del m\'e0stic i neteja final\par CONDICIONS GENERALS:\par Ha d'estar col\'b7locat de manera que no quedi sotm\'e8s als esfor\'e7os produ\'efts per contraccions, dilatacions o deformacions del suport.\par Ha de quedar ben fixat en el seu empla\'e7ament.\par No ha d'estar en contacte amb d'altres vidres, ni amb formig\'f3 o metalls.\par Tots els materials utilitzats han de ser compatibles entre ells.\par El conjunt ha de ser totalment estanc.\par Quan el vidre \'e9s reflector, la superf\'edcie reflectora ha d'anar col\'b7locada a l'exterior.\par Si s\'f3n exteriors, s'han de col\'b7locar sobre tancaments amb orificis de drenatge.\par Els vidres laminars de seguretat o antibala han d'estar col\'b7locats de manera que la cara exposada a les agressions coincideixi amb la indicada com a tal pel fabricant.\par Fletxa del tancament: <= 1/300 l\par Al\'e7\'e0ria del galze i franqu\'edcia perimetral:\par - Vidre laminar o simple:\par +-------------------------------------------------+\par \'a6 Gruix \'a6Semiper\'edmetre \'a6Al\'e7\'e0ria del \'a6Franqu\'edcia \'a6\par \'a6 vidre \'a6 vidre \'a6 galze \'a6perimetral \'a6\par \'a6 (mm) \'a6 (m) \'a6 (mm) \'a6 (mm) \'a6\par \'a6--------\'a6--------------\'a6------------\'a6------------\'a6\par \'a6 \'a6 <= 0,8 \'a6 10 \'b1 1,0 \'a6 2 \'b1 0,5 \'a6\par \'a6 \'a6 0,8 - 3 \'a6 12 \'b1 1,0 \'a6 3 \'b1 0,5 \'a6\par \'a6 <= 10 \'a6 3 - 5 \'a6 16 \'b1 1,5 \'a6 4 \'b1 0,5 \'a6\par \'a6 \'a6 5 - 7 \'a6 20 \'b1 2,0 \'a6 5 \'b1 0,5 \'a6\par \'a6 \'a6 > 7 \'a6 25 \'b1 2,5 \'a6 6 \'b1 1,0 \'a6\par \'a6--------\'a6--------------\'a6------------\'a6------------\'a6\par \'a6 \'a6 <= 0,8 \'a6 16 \'b1 1,5 \'a6 5 \'b1 0,5 \'a6\par \'a6 \'a6 0,8 - LVALn de resistir les empentes verticals i les horitzontals que transmeti la volta.\par Quan la volta \'e9s de ma\'f3 de pla els maons han d'estar col\'b7locats de pla, tangencialment a la corba de l'intrad\'f3s.\par Quan la volta \'e9s de plec de llibre els maons han d'estar col\'b7locats perpendicularment a la corba de l'intrad\'f3s.\par Els junts que formen les directrius de la volta han de ser rectes i continus, i els junts normals a les directrius han de ser a trencajunt.\par En la volta d'escala, el primer tram ha de carregar sobre el massissat dels tres primers esglaons.\par La secci\'f3 transversal ha de tenir forma arquejada, amb l'aresta exterior aixecada 5 cm respecte de la interior.\par Si la volta carrega sobre els murs laterals, ha d'estar encastada en una regata de fond\'e0ria >= 2 cm.\par El doblat ha de quedar recolzat en les mateixes regates o cornises d'elements resistents que el senzillat.\par Les filades de doblat han d'estar despla\'e7ades de les del senzillat, de manera que les peces quedin col\'b7locades a trencajunt.\par Entre els dos fulls cal que hi hagi una capa uniforme de morter.\par Si la volta es recolza sobre una altra volta, ho ha de fer sobre el segon full d'aquesta.\par Les interseccions de voltes s'han de fer passant filades alternatives de cada volta i els angles i arestes han de ser continus.\par L'intrad\'f3s ha d'estar rejuntat i sense rebaves.\par La vora lliure no ha de tenir irregularitats, com \'e9s ara dents de serra.\par Gruix dels junts: 8 - 15 mm\par Gruix de la capa interm\'e8dia de morter: 10 - 15 mm\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig de la directriu i de la generatriu: \'b1 10 mm\par - Nivells d'arrencada, acord i clau: \'b1 10 mm\par - Gruix dels junts: \'b1 2 mm\par LLINDA:\par La llinda ha de quedar col\'b7locada segons la posici\'f3 i el nivell previstos a la DT.\par Ha de ser horitzontal.\par Els extrems de la llinda s'han d'encastar als brancals i han de quedar recolzats sobre morter.\par En el recolzament, l\'92armadura s\'92ha d\ LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Col.locaci\'f3 de protecci\'f3 d'aresta amb cantonera de PVC.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Col.locaci\'f3 de la protecci\'f3 amb morter adhesiu\par\par CONDICIONS GENERALS:\par La {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Col.locaci\'f3 de protecci\'f3 d'aresta amb cantonera de PVC.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Col.locaci\'f3 de la protecci\'f3 amb morter adhesiu\par\par CONDICIONS GENERALS:\par La protecci\'f3 de l'aresta ha de quedar recta, aplomada i al mateix pla dels paraments.\par Ha de quedar fixada per ambdues bandes, de forma compatible amb el material del suport i amb el sistema previst per al revestiment posterior.\par\par 2.CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Els paraments d'aplicaci\'f3 han d'estar sanejats i nets.\par La pasta de fixaci\'f3 utilitzada ha de tenir les mateixes caracter\'edstiques que la dels paraments.\par El morter adhesiu s\'92ha de preparar i aplicar segons les instruccions del fabricant.\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la D.T.\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }b LVALr {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Cantoneres per a arestes d\'92enguixats, arrebossats o enrajolats.\par S'han considerat els tipus seg\'fcents:\par - Cantonera de xapa d'acer galvanitzat\par - Cantonera d'alumini\par - Cantoneres de PVC, amb acabat natural, metal\'b7litzat mate o metal\'b7litzat brillant\par\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir la forma indicada a la D.T., o en el seu defe{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Cantoneres per a arestes d\'92enguixats, arrebossats o enrajolats.\par S'han considerat els tipus seg\'fcents:\par - Cantonera de xapa d'acer galvanitzat\par - Cantonera d'alumini\par - Cantoneres de PVC, amb acabat natural, metal\'b7litzat mate o metal\'b7litzat brillant\par\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir la forma indicada a la D.T., o en el seu defecte la que determini la D.F., d\'92acord amb la seva funci\'f3.\par Ha de ser recta i sense deformacions ni defectes superficials.\par Llarg\'e0ria\tab >= 2 m\par Dimensions de les bandes laterals\par - Perfils d'acer galvanitzat o PVC\tab >= 3 cm\par - Perfils d'alumini\tab >= 2,5 cm\par Gruix de la xapa\tab >= 0,6 mm\par Toler\'e0ncies:\par - Fletxa\tab \'b1 3 mm\par\par CANTONERA DE XAPA D'ACER GALVANITZAT:\par Protecci\'f3 galvanitzada\tab >= 275 g/m2\par\par 2.CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament i emmagatzematge: De manera que no s'alterin les seves condicions.\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria necess\'e0ria subministrada a l'obra.\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL3 \'a6 16 \'b1 1,5 \'a6 5 \'b1 0,5 \'a6\par \'a6 > 10 \'a6 3 - 5 \'a6 18 \'b1 1,5 \'a6 5 \'b1 0,5 \'a6\par \'a6 \'a6 5 - 7 \'a6 20 \'b1 2,0 \'a6 5 \'b1 0,5 \'a6\par \'a6 \'a6 > 7 \'a6 25 \'b1 2,5 \'a6 6 \'b1 1,0 \'a6\par +-------------------------------------------------+\par Franqu\'edcia lateral i ampl\'e0ria del galze:\par +-------------------------------------------------------------------+\par \'a6Semiper\'edmetre \'a6Franqu\'edcia \'a6 Ampl\'e0ria galze \'a6\par \'a6 vidre \'a6 lateral \'a6Gruix vidre + (2 x Franqu\'edcia lateral) \'a6\par \'a6 (m) \'a6 (mm) \'a6 (mm) \'a6\par \'a6--------------\'a6-----------\'a6----------------------------------------\'a6\par \'a6 <= 4 \'a6 3 \'a6 Gruix vidre + 6 \'a6\par \'a6 > 4 \'a6 5 \'a6 Gruix vidre + 10 \'a6\par +-------------------------------------------------------------------+\par En el cas de la col\'b7locaci\'f3 amb perfils conformats de neopr\'e8, la franqu\'edcia pot reduir-se fins a 2 mm.\par Toler\'e0ncies d'execuci\'f3:\par - Franqu\'edcia lateral i ampl\'e0ria del galze:\par - Vidre de protecci\'f3 al foc i vidre laminar:\par +----------------------------------------------+\par \'a6 Gruix \'a6Semiper\'edmetre \'a6Franqu\'edcia \'a6Ampl\'e0ria \'a6\par \'a6 vidre \'a6 vidre \'a6 lateral \'a6 galze \'a6\par \'a6 (mm) \'a6 (m) \'a6 (mm) \'a6 (mm) \'a6\par \'a6--------\'a6--------------\'a6-----------\'a6----------\'a6\par \'a6 6 - 7 \'a6 \'a6 \'a6 \'b1 1,0 \'a6\par \'a6 8 - 13 \'a6 \'a6 \'a6 \'b1 1,5 \'a6\par \'a618 - 20 \'a6 <= 4 \'a6 \'b1 0,5 \'a6 \'b1 2,5 \'a6\par \'a626 - 28 \'a6 \'a6 \'a6 \'b1 3,0 \'a6\par \'a643 - 45 \'a6 \'a6 \'a6 \'b1 5,0 \'a6\par \'a659 - 61 \'a6 LVAL \'a6 \'a6 \'b1 6,5 \'a6\par \'a6--------\'a6--------------\'a6-----------\'a6----------\'a6\par \'a6 6 - 7 \'a6 \'a6 \'a6 \'b1 1,5 \'a6\par \'a6 8 - 13 \'a6 \'a6 \'a6 \'b1 2,0 \'a6\par \'a618 - 20 \'a6 > 4 \'a6 \'b1 0,5 \'a6 \'b1 3,0 \'a6\par \'a626 - 28 \'a6 \'a6 \'a6 \'b1 3,5 \'a6\par \'a643 - 45 \'a6 \'a6 \'a6 \'b1 5,5 \'a6\par \'a659 - 61 \'a6 \'a6 \'a6 \'b1 7,0 \'a6\par +----------------------------------------------+\par VIDRE TREMPAT:\par El vidre ha de portar totes les manufactures necess\'e0ries per a la seva posada a l'obra i no s'admet cap manufactura posterior.\par Les peces met\'e0l\'b7liques de fixaci\'f3 han de portar una l\'e0mina de neopr\'e8 entre el vidre i el metall.\par COL\'b7LOCACI\'d3 AMB LLIST\'d3 DE VIDRE:\par Ha de recolzar sobre falques de materials elast\'f2mers o de fusta tractada, col\'b7locades als extrems de la fusteria i a una dist\'e0ncia d'1/10 de la seva llarg\'e0ria.\par La llarg\'e0ria de les falques s'ha de determinar d'acord amb el tipus de material i la superf\'edcie del vidre.\par El gruix de les falques ha d'estar en relaci\'f3 amb la franqu\'edcia lateral i perimetral.\par S'ha de fer un segellat continu que garanteixi l'estanquitat a l'aigua i al pas de l'aire.\par Ampl\'e0ria de les falques:\par - Vidre laminar o de protecci\'f3 al foc:\par +-------------------------------+\par \'a6 Gruix \'a6Ampl\'e0ria \'a6Toler\'e0ncia \'a6\par \'a6 vidre \'a6falques \'a6 \'a6\par \'a6 (mm) \'a6 (mm) \'a6 (mm) \'a6\par \'a6--------\'a6---------\'a6------------\'a6\par \'a6 6 - 7 \'a6 10 \'a6 \'b1 1,0 \'a6\par \'a6 8 - 11 \'a6 14 \'a6 \'b1 1,0 \'a6\par \'a612 - 13 \'a6 16 \'a6 \'b1 1,5 \'a6\par \'a618 - 20 \'a6 23 \'a6 \'b1 2,0 \'a6\par \'a626 - 28 \'a6 31 \'a6 \'b1 3,0 \'a6\par \'a643 - 45 \'a6 48 \'a6 \'b1 5,5 \'a6LVAL\par \'a659 - 61 \'a6 64 \'a6 \'b1 7,0 \'a6\par +-------------------------------+\par COL\'b7LOCACI\'d3 A L'ANGLESA O AMB M\'c0STIC:\par L'espai entre el vidre i el galze s'ha de reblir amb m\'e0stic compatible i ha de quedar enrasat en tot el seu per\'edmetre.\par COL\'b7LOCACI\'d3 AMB PERFILS CONFORMATS DE NEOPR\'c8:\par El perfil conformat de neopr\'e8 ha de tenir una pressi\'f3 constant en tota la seva llarg\'e0ria.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'han de suspendre els treballs de col\'b7locaci\'f3 quan la velocitat del vent superi els 50 km/h i la temperatura sigui inferior a 0\'b0C.\par La posada a l'obra no ha d'alterar les caracter\'edstiques de l'element.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ENVIDRAT:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par S\'92han de considerar les respectives dimensions segons els criteris seg\'fcents, cal prendre el m\'faltiple immediat superior en cas que la dimensi\'f3 no ho sigui:\par VIDRE A\'cfLLANT, DE PROTECCI\'d3 AL FOC, LAMINAR DE SEGURETAT O ANTIBALA:\par - Llarg\'e0ria i ampl\'e0ria: M\'faltiples de 3 cm\par - Unitats amb superf\'edcie < 0,25 m2: 0,25 m2 per unitat\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par COL\'b7LOCACI\'d3 AMB LLIST\'d3 DE VIDRE O AMB PERFILS CONFORMATS DE NEOPR\'c8:\par *UNE 85222:1985 Ventanas. Acristalamiento y m\'e9todos de montaje.\par COL\'b7LOCACI\'d3 A L'ANGLESA O AMB M\'c0STIC:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL0\slmult0 - Aplomat\tab <= 3 mm (enfora)\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par PORTES DE FULLES BATENTS:\par El gir s'ha de fer en el sentit d'evacuaci\'f3 i de manera que l'obertura de la porta no disminueixi l'ampl\'e0ria real de la via d'evacuaci\'f3.\par\pard\qj\sl240\slmult0 Al\'e7\'e0ria de col.locaci\'f3 dels mecanismes d'obertura\tab 1 m ( \'b1 50 mm )\par\pard\qj\sl240\slmult0\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 PORTES DE FULLES CORREDISSES:\par Les guies de recorregut han de quedar horitzontals, per a les portes d'accionament manual, o inclinades amb una pendent cap el punt mitj\'e0 de la porta >= 2%, en les d'accionament autom\'e0tic, i han de ser netes. Els mecanismes de rodament han de ser autolubricats per tal de facilitar el despla\'e7ament de les fulles.\par Els topalls de recorregut de les guies han de permetre l'obertura total de les fulles, sense disminuir en cap punt l'ampl\'e0ria real de la via d'evacuaci\'f3.\par\pard\s16\par\par\par 2.CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 En la porta de fusta, un cop retirats els elements de protecci\'f3 i de travada, els forats han de quedar tapats amb massilles, tacs, etc.\par En les portes de fulles batents, l'ajustatge de les cares de contacte entre el bastiment i les fulles i entre les dues fulles, en el seu cas, s'ha de regular amb la posici\'f3 de les frontisses de les fulles.\par En les portes de fulles corredisses, l'ajustatge de les cares de contacte entre els perfils tallafocs i les fulles s'ha de regular amb la posici\'f3 dels topalls de les guies.\par\pard\s16\par\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx100LVAL{\rtf1\ansi\ansicpg1252\uc1 \deff1\deflang1033\deflangfe3082{\fonttbl{\f0\froman\fcharset0\fprq2{\*\panose 02020603050405020304}Times New Roman;}{\f1\fswiss\fcharset0\fprq2{\*\panose 020b0604020202020204}Arial;}}{\colortbl;\red0\green0\blue0; \red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128; \red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\nowidctlpar\adjustright \f1\lang1034 \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}}{\info{\title EAQD}{\author ITeC}{\operator ITeC} {\creatim\yr1999\mo6\dy25\min5}{\revtim\yr1999\mo6\dy26\hr11\min53}{\version3}{\edmins0}{\nofpages1}{\nofwords223}{\nofchars1276}{\*\company ITeC}{\nofcharsws0}{\vern89}}\paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418 \widowctrl\ftnbj\aenddoc\hyphhotz425\hyphcaps0\viewkind1\viewscale90\viewzk2 \fet0\sectd \linex0\headery709\footery709\colsx709\sectdefaultcl {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang {\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5\pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang {\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \qj\sl240\slmult0\nowidctlpar\adjustright \f1\lang1034 {\fs18\lang3082 \par 1.- }{\fs18\ul\lang3082 DEFINICIO I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES \par }{\fs18\lang3082 \par DEFINICIO: \par Fulla per a porta batent, col.locada sobre el bastiment amb tota la ferramenta, frontissLVALes, pany, etc. \par S'han considerat les portes seg\'fcents: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - Exteriors \par - Interiors \par - D'armari \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - Presentaci\'f3 de la porta \par - Rectificaci\'f3 si cal \par - Col.locaci\'f3 de la ferramenta \par - Fixaci\'f3 definitiva \par - Neteja i protecci\'f3 \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par CONDICIONS GENERALS: \par La porta ha d'obrir i tancar correctament. \par Tota la ferramenta ha d'anar fixada al bastidor de cada fulla o b\'e9 al refor\'e7. \par La fulla que no porti tanca s'ha de fixar al bastiment per mitj\'e0 de dos passadors. \par Toler\'e0ncies d'execuci\'f3: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Horitzontalitat\tab \'b1 1 mm \par - Aplomat\tab \'b1 3 mm \par - Pla previst de la fulla respecte al bastiment\tab \'b1 1 mm \par - Posici\'f3 de la ferramenta\tab \'b1 2 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par PORTES D'ENTRADA O PORTES EXTERIORS O INTERIORS \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Franqu\'edcia entre les fulles i el bastiment\tab <= 0,2 cm \par Franqu\'edcia entre la fulla i el paviment\tab >= 0,2 cm \par \tab <= 0,4 cm \par Fixacions entre cada fulla i el bastiment\tab >= 3 \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par PORTES D'ARMARI: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Fixacions entre la fulla inferior i el bastiment\tab >= 3 \par Fixacions entre la fulla superior i el bastiment\tab >=2 \par Franqu\'edcia entre les fulles i el bastiment\tab <= 0,2 cm \par }\pard \qj\sl240\slmult0\no LVAL widctlpar\adjustright {\fs18\lang3082 \par 2.- }{\fs18\ul\lang3082 CONDICIONS DEL PROCES D'EXECUCIO \par }{\fs18\lang3082 \par No hi ha condicions espec\'edfiques del proc\'e9s constructiu. \par \par 3.- }{\fs18\ul\lang3082 UNITAT I CRITERIS D'AMIDAMENT \par }{\fs18\lang3082 \par Unitat amidada segons les especificacions de la D.T. \par \par 4.- }{\fs18\ul\lang3082 NORMATIVA DE COMPLIMENT OBLIGATORI \par }{\fs18\lang3082 \par No hi ha normativa de compliment obligatori. \par }}LVALB{\rtf1\ansi\ansicpg1252\uc1 \deff1\deflang1033\deflangfe3082{\fonttbl{\f0\froman\fcharset0\fprq2{\*\panose 02020603050405020304}Times New Roman;}{\f1\fswiss\fcharset0\fprq2{\*\panose 020b0604020202020204}Arial;}}{\colortbl;\red0\green0\blue0; \red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128; \red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\nowidctlpar\adjustright \f1\lang1034 \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}}{\info{\title BAQD}{\author ITeC}{\operator ITeC} {\creatim\yr1999\mo6\dy25\min1}{\revtim\yr1999\mo6\dy25\hr11\min13}{\version3}{\edmins0}{\nofpages2}{\nofwords603}{\nofchars3442}{\*\company ITeC}{\nofcharsws4227}{\vern89}}\paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418 \widowctrl\ftnbj\aenddoc\hyphhotz425\hyphcaps0\viewkind4\viewscale129\viewzk2 \fet0\sectd \linex0\headery709\footery709\colsx709\sectdefaultcl {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang {\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5\pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang {\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \qj\sl240\slmult0\nowidctlpar\adjustright \f1\lang1034 {\fs18\lang3082 \par 1.- }{\fs18\ul\lang3082 DEFINICIO I CARACTERISTIQUES DELS ELEMENTS \par }{\fs18\lang3082 \par DEFINICIO: \par Conjunt de perfils de fusta, plafons, motllures i material de rebliment que formen la fulla de la LVALporta. \par S'han considerat els tipus de fulla seg\'fcents: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - De cares llises \par - Amb motllura \par - Rebaixada amb plafons \par - Amb galzes per a vidre \par - Amb galzes per a vidre i barretes \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 S'han considerat els tipus d'acabat seg\'fcents: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - De roure per envernissar \par - De sapel.li per a envernissar \par - De fusta per a pintar \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 S'han considerat els tipus d'estructures interiors seg\'fcents: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - De cartr\'f3 \par - De fusta \par - Massisa \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par CARACTERISTIQUES GENERALS: \par Les fulles no han de tenir defectes superficials, com ara cops, escrostonaments d'aresta, etc... \par La fusta no ha de tenir altres defectes que els citats com a admissibles. \par Els perfils no han de tenir nusos morts. \par La fusta ha d'estar preparada amb dues mans de tractament protector contra els fongs i els insectes. \par La uni\'f3 dels perfils ha de ser emmetxada i encolada. \par Si el parament d'acabat \'e9s fet amb plaf\'f3 de part\'edcules o amb plaf\'f3 de fibres de densitat alta, la fulla ha de ser xapada. \par El llist\'f3 lateral ha de tenir un refor\'e7 que permeti la fixaci\'f3 del pany i dels seus accesoris. \par Ha de complir les condicions requerides per la D.F. \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Humitat dels perfils (H) (UNE 56-529)\tab 7% <= H <= 11% \par Difer\'e8ncia d'humitat entre les fustes emmetxades (UNE 56-529)\tab < 6% \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Pes espec\'edfic de la fusta al 12% d'humitat (UNE 56-531): \par }\pard \qj\sl240\slmult0\nowiLVALdctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Con\'edferes\tab > 450 kg/m3 \par - Frondoses\tab > 530 kg/m3 \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Gruix del plaf\'f3 d'acabat: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Amb el plaf\'f3 de part\'edcules\tab >= 4 mm \par - Amb el plaf\'f3 contraplacat\tab >= 3 mm \par - Amb plaf\'f3 de fibres de densitat alta\tab >= 2,5 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Eixamplament del llist\'f3 per a la fixaci\'f3 del pany (UNE 56-801): \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Llarg\'e0ria\tab >= 30 cm \par - Ampl\'e0ria\tab >= 7 cm \par Duresa mitjana (UNE 56-534)\tab >= 13 N \par Ampl\'e0ria dels perfils del bastidor\tab >= 30 mm \par Balcament de la fulla (UNE 56-824)\tab <= 6 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Curvatura de la fulla (UNE 56-824): \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Bancades\tab <= 6 mm \par - Testeres\tab <= 2 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Tamb\'e9 ha de complir les caracter\'edstiques f\'edsiques indicades a la norma UNE 56-803, apartats 4.2.6. a 4.2.14. \par Toler\'e0ncies: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Ampl\'e0ria\tab \'b1 1 mm \par - Al\'e7\'e0ria\tab \'b1 2 mm \par - Gruix\tab \'b1 1 mm \par - Rectitud de les arestes\tab \'b1 2 mm/m \par - Planor\tab \'b1 1 mm/m \par - Escairat (UNE 56-821)\tab <= 2 mm \par - Gruix de les fulles\tab \'b1 1 mm \par - Dist\'e0ncia de la motllura respecte el cantell de la fulla\tab \'b1 1 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par ESTRUCTURA INTERIOR DE CARTRO: \par El material de rebliment de l'\'e0nima de laLVAL fulla ha de ser paper, cartr\'f3 llis o de cartr\'f3 ondulat. \par Gramatge del material de rebliment: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Amb paper\tab >= 250 g/m2 \par - Amb cartr\'f3\tab >= 550 g/m2 \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Superf\'edcie de l'alv\'e8ol del material de rebliment: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Amb paper o cartr\'f3 llis\tab <= 6 cm2 \par - Amb cartr\'f3 ondulat\tab <= 30 cm2 \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Gruix del material de rebliment: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Amb paper o cartr\'f3 llis i un alv\'e8ol de 6 cm2\tab >= 0,39 mm \par - Amb cartr\'f3 ondulat\tab >= 2 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par ACABAT PER A PINTAR: \par El parament d'acabat ha d'estar fet amb plaf\'f3 de part\'edcules, plaf\'f3 contraplacat o plaf\'f3 de fibres de densitat alta. \par \par ESTRUCTURA INTERIOR DE FUSTA: \par L'\'e0nima de la fulla ha d'estar formada per una ret\'edcula de perfils de fusta. \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Di\'e0metre dels nusos sans (UNE 56-521)\tab <= 2/3 de la seva cara \par Superf\'edcie de fongs blaus\tab <= 20% de la pe\'e7a \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Llarg\'e0ria de les fissures superficials \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 produ\'efdes per l'assecatge (UNE 56-520)\tab <= 5% de la pe\'e7a \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par AMB GALZE PER A VIDRE: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Ampl\'e0ria dels muntants laterals i dels travessers superiors\tab >= 7 cm \par Ampl\'e0ria del travesser LVALde base\tab >= 24 cm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par ACABAT PER A ENVERNISSAR O XAPAT: \par Totes les cares de la fulla han d'estar xapades amb fullola de la fusta corresponent. \par La fullola no ha de tenir punts desencolats o bufats. \par No ha de tenir atacs de fongs ni restes d'atacs d'insectes. \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Di\'e0metre dels nusos sans\tab <= 10 mm \par Suma del di\'e0metre dels nusos vius\tab <= 20 mm/m \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par 2.- }{\fs18\ul\lang3082 CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE \par }{\fs18\lang3082 \par Subministrament: Amb les proteccions necess\'e0ries perqu\'e8 arribi a l'obra amb les condicions exigides i amb l'escairat previst. \par Emmagatzematge: De manera que no es deformin, en llocs protegits de la intemp\'e8rie, sense contacte directe amb el terra. \par \par 3.- }{\fs18\ul\lang3082 UNITAT I CRITERIS D'AMIDAMENT \par }{\fs18\lang3082 \par Unitat de quantitat necess\'e0ria subministrada a l'obra. \par \par 4.- }{\fs18\ul\lang3082 NORMATIVA DE COMPLIMENT OBLIGATORI \par }{\fs18\lang3082 \par No hi ha normativa de compliment obligatori. \par }}LVALχ{\rtf1\ansi\ansicpg1252\uc1 \deff1\deflang1033\deflangfe3082{\fonttbl{\f0\froman\fcharset0\fprq2{\*\panose 02020603050405020304}Times New Roman;}{\f1\fswiss\fcharset0\fprq2{\*\panose 020b0604020202020204}Arial;}}{\colortbl;\red0\green0\blue0; \red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128; \red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\nowidctlpar\adjustright \f1\lang1034 \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}}{\info{\title BAZG}{\author ITeC}{\operator ITeC} {\creatim\yr1999\mo6\dy25\min1}{\revtim\yr1999\mo6\dy25\hr11\min22}{\version3}{\edmins0}{\nofpages1}{\nofwords261}{\nofchars1493}{\*\company ITeC}{\nofcharsws0}{\vern89}}\paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418 \widowctrl\ftnbj\aenddoc\hyphhotz425\hyphcaps0\viewkind4\viewscale129\viewzk2 \fet0\sectd \linex0\headery709\footery709\colsx709\sectdefaultcl {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang {\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5\pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang {\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \qj\sl240\slmult0\nowidctlpar\adjustright \f1\lang1034 {\fs18\lang3082 \par 1.- }{\fs18\ul\lang3082 DEFINICIO I CARACTERISTIQUES DELS ELEMENTS \par }{\fs18\lang3082 \par DEFINICIO: \par Conjunt d'elements que permeten el gir o despla\'e7ament, el bloqueig en una posici\'f3 fixa i que faLVALciliten agafar les fulles de portes, finestres o balconeres. \par Finestres o balconeres amb fulles batents: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - Frontisses, tanca, manubri i accesoris. \par - El sistema de tanca ha de ser tres punts. \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Portes batents: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - Frontisses, tanca, manubris i accesoris. Si la porta es d'entrada ha de portar espiera \'f3ptica i pom a la cara exterior. \par - El sistema de tanca ha de ser de cop o de cop i clau si la porta \'e9s d'entrada, o de clau si la porta \'e9s d'armari. \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 Finestres o balconeres amb fulles corredisses, i portes amb fulles corredisses: \par }\pard \qj\li770\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 - Guies superiors amb rodaments i mecanismes de fixaci\'f3 de la fulla, element de guia inferior, topalls, tiradors, tanca amb mecanisme de bloqueig de la fulla i accessoris. \par - El sistema de tanca ha de ser d'un punt. \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par CARACTERISTIQUES GENERALS: \par Els dissenys, materials i acabats de la ferramenta han de ser els indicats a la D.T. o en el seu defecte els que determini la D.F. \par La superf\'edcie de les ferramentes no ha de tenir defectes. \par El funcionament de tots els mecanismes ha de ser suau i continu. \par La superf\'edcie de la pala de les frontisses ha de ser plana. Ha de tenir forats aixamfranats que permetin allotjar el cap del cargol de fixaci\'f3. \par Toler\'e0ncies: \par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Dimensions nominals\tab \'b1 1 mm \par }\pard \qj\sl240\slmult0\nowidctlpar\adjustright {\fs18\lang3082 \par 2.- }{\fs18\ul\lang3082 CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE \par }{\fs18\lang3082 \par Subministrament: Amb lB LVALR es proteccions necess\'e0ries perque arribi a l'obra en les condicions exigides. \par Emmagatzematge: protegides de les pluges, focus d'humitat i d'impactes. \par \par 3.- }{\fs18\ul\lang3082 UNITAT I CRITERIS D'AMIDAMENT \par }{\fs18\lang3082 \par Unitat de quantitat necess\'e0ria subministrada a l'obra. \par \par 4.- }{\fs18\ul\lang3082 NORMATIVA DE COMPLIMENT OBLIGATORI \par }{\fs18\lang3082 \par No hi ha normativa de compliment obligatori. \par }}H 9 ` ! 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CasVEN.3ysnl >&?33333P@Q^%@QJ@P@@@@EC151D03Vidre lam.segur.2 llunes,g=6+6mm,resist.imp.B,butiral transparent,col. llist vidre@m2EC151D03POBanc GISA Edificaci Obra NovaVEN.32((ysnl >&?HzG @9#J @@z;@ m@X@t@@E8981BA0Pintat vert.fusta,esmalt sint.,1segelladora+2acab.e@m2E8981BA0POReforma CAP 'El Castell' . CasVEN.3ysnl >&?)\(,@"@@z;@3KT+@]q@@E89A2BA0Pintat porta fusta,esmalt sint.,1segelladora+2acab.a@m2E89A2BA0POReforma CAP 'El Castell' . CasVEN.3ysnl >&?333333@&†'@N`@£@[q@@E898J2A0Pintat vert.guix,plstica llis,1segelladora+2acabatu@m2E898J2A0POReforma CAP 'El Castell' . CasVEN.3ysnl >&?u@,&?Q@y]`W@y]`W@}@@PPA000SSSeguretat i saluts@6paPPA000SSPOProjecte del'ampliaci i reforVEN.3ysnl >&?fffff7@5Ry;2@"~*@747@W@@@E8940BJ0Pintat estructura acer,esmalt sint.,2antioxidant+2acab.i@m2E8940BJ0POBanc GISA Edificaci Obra NovaVEN.3  ysnl >&?zG@AfU@N`@{:@\q@@E898K2A0Pintat horitz.guix,plstica llis,1segelladora+2acabatx@m2E898K2A0POReforma CAP 'El Castell' . CasVEN.3  ysnl >&?(\!@Ǻ?K7@\m>!@?Z@@E7C9H501Allament plaq.semirg.llana roca 26-35kg/m3,g=40mm,col.s/adh.w@!m2E7C9H501POReforma CAP 'El Castell' . 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CasVEN.3C99ysnl >&?@װ@ Y@ Y@}@@PPA00GRRPartida alada a justificarper a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en @paPPA00GRRPOReforma CAP 'El Castell' . CasVEN.3C99ysnl >&?Q @uVn @uVn @@@E242B039Crrega mec.+transp.terres,cami 7t,rec.10-15kmu@m3E242B039POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?{Gz@(\@(\@>@@E2RA1200Disposic.monodipsit terres0@m3E2RA1200POReforma CAP 'El Castell' . CasVEN.3ysnl >&?Q@faNH@Cl3@LJQ@I`@@FR3P3G11Aportaci+incorp.saul garbellat,granel,mitj.man.L@m3FR3P3G11POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?q= ף3@HPsW$@fffff!@W[3@K`@@FR643131Plantaci full.persistent,h=1,5-3m,contenid.,grua,pend.<25%y@uFR643131POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?fffffn@n@n@J`@@FR45UOLESubministrament Olivera ,h=2,5-3m,contenidorN@uFR45UOLEPOProjecte del'ampliaci i reforVEN.3 ysnl >&?q= ףX@faNH@㥛 G@N@aX@@@s@@ER3P1311Aportaci+incorp.terra vegetal adobada+garbellada,granel,mitj.man.p@m3ER3P1311POReforma CAP 'El Castell' . CasVEN.3!ysnl >&?Y5@ ?q= ףp?4@ 04@@s@@E225AR70Estesa grava drenatge, material reciclat form.g<=25cmz@ m3E225AR70POReforma CAP 'El Castell' . CasVEN.3  ysnl >LVALu{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Tubs de polipropil\'e8 a pressi\'f3 per a instal\'b7lacions de transport i distribuci\'f3 de fluids.\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par El tub ha de tenir una superf\'edcie llisa i neta. No ha de tenir esquerdes, forats ni d\'92altres defectes superficials que puguin impedir satisfer els requisits deguts al seu \'fas.\par Per a qualsevol classe de condici\'f3 de servei, pressi\'f3 de disseny i di\'e0metre nominal, el gruix de paret m\'ednim, ha de ser tal que, el valor de la s\'e8rie calculada per al tub (Scalc.), sigui menor o igual que els valors definits a les taules 1, 2 o 3 de la UNE 53380-2, en funci\'f3 del tipus de material.\par Les toler\'e0ncies dimensionals han de complir amb els valors de la taula 7 de la UNE 53380-2.\par La pressi\'f3 m\'e0xima de servei i la temperatura d\'92aplicaci\'f3, ha de complir amb els valors de l\'92annex A de la norma UNE 53380-1, en funci\'f3 del material del tub i de la classe de condici\'f3 de servei.\par Les caracter\'edstiques LVALmec\'e0niques del tub, comprovades segons la UNE-EN 921, han de complir amb l\'92especificat en l\'92apartat 7 de la norma UNE 53380-2.\par Les caracter\'edstiques f\'edsiques i qu\'edmiques del tub, ha de complir amb l\'92especificat en l\'92apartat 8 de la norma UNE 53380-2.\par El tub ha de portar marcades, cada m, les dades seg\'fcents:\par - Refer\'e8ncia a la norma UNE 53380-2\par - Nom del fabricant o marca comercial\par - Di\'e0metre exterior nominal i gruix de la paret nominal\par - Classe de dimensi\'f3\par - Tipus de material\par - Classe d\'92aplicaci\'f3 relacionada amb la pressi\'f3 de disseny\par - Opacitat\par - Data i lloc de fabricaci\'f3\par Les marques s\'92han de ser llegibles a simple vista un cop instal\'b7lat el tub.\par Material:\par - PP-H: Polipropil\'e8-homopol\'edmer\par - PP-B: Polipropil\'e8-copol\'edmer bloc\par - PP-R: Polipropil\'e8-copol\'edmer al atzar\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: No hi ha condicions espec\'edfiques de subministrament.\par Emmagatzematge: En llocs protegits contra els impactes. S'han d'apilar horitzontalment i paral\'b7lelament sobre superf\'edcies planes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE 53380-1:2002 EX Sistemas de canalizacion en materiales pl\'e1sticos para instalaciones de agua caliente y fr\'eda. Polipropileno (PP). Parte 1: Generalidades.\par *UNE 53380-2:2002 EX Sistemas de canalizaci\'f3n en materiales pl\'e1sticos para instalaciones de agua caliente y fr\'eda. Polipropileno (PP). Parte 2: Tubos.\par\pard\par }{΍ ^ ^ ]ŧk%?p= ;k@(\I@33333d@p= ;k@_@@@EAZAAR01&?{Gc@(\D@Gz[@Hz/c@F @@FJSAU010Programador electrnic,2zones,doble programa pantalla LCD,muntatge superf.@#uFJSAU010POProjecte del'ampliaci i reforVEN.3'ysnl >&?\(\@'XQ@'XQ@H@s@@FR2G3A81Excavaci clot planta0,5x0,5x0,5m,minicarreg.acces.retroexcavador a=25-39cm,escampada mec.costat for@%uFR2G3A81POReforma CAP 'El Castell' . CasVEN.3A77ysnl >&?(\@ ?ho@X`@ Z@@E2251772Terraplenat+picon.mec.,terres adeq.,g<=25cm,95% PNx@ m3E2251772POReforma CAP 'El Castell' . CasVEN.3ysnl >&?Q@ rh@ rh@ E@@E2241200Reps sl/paret rasa/recalat h<=2,5mL@ m2E2241200POReforma CAP 'El Castell' . CasVEN.3ysnl >&?Q l@(\I@33333d@p= ;k@@@EAZAAR01Armari A.1, de 165x222 cm.@uEAZAAR01POProjecte del'ampliaci i reforVEN.3ysnl >&??MbX9? ףp= ?x&?@@@E442502CAcer S275JR,p/ancor.,perf.lam.L,LD,T,rod,quad.,rectang.,treb.taller+antiox.,col.obra carg.@kgE442502CPOBanc GISA Edificaci Obra NovaVEN.3:00ysnl >&?Hc@oB=@^@M(b@ x@@EB92U200Vinil autoadhesiu,diferents pictogrames,col.locat8@m2EB92U200POReforma CAP 'El Castell' . CasVEN.3ysnl >&?{Gᄍ@L7A`2@?$@AϨ@zY@@EAF5AI01Vidriera AI.01 alumini plata mate,,1 bat. 80cm. ampl.,forat obra 223x140cm preu alt*@uEAF5AI01POProjecte del'ampliaci i reforVEN.30&&ysnl >&?QM@K7AJ@A`C@1@{Y@@EAF5AL01Vidriera AL.1 alumini lacat natural plata ma,trenc.pont trmic,1 bat.,,forat obra 10x225cm preu alt<@:uEAF5AL01POProjecte del Servei d'EmergncVEN.3@66ysnl >&?Q/@:#J{/@?5^I,(@0*8.@d@@EAZ1U003Folrat bastiment de base 9-10,6 x 4 cm.c@mEAZ1U003POReforma CAP 'El Castell' . CasVEN.3ysnl >&? ףp=x@RQC@u@p= Cx@@EAQDBP2CPorta interior P.2 de 45 mm., de 70x225 cm. mecanismes C G@uEAQDBP2CPOProjecte del'ampliaci i reforVEN.3  ysnl >&?33333y@{GL@Qu@Gz&y@e gr@EAQDBP1BPorta interior P.1 de 45 mm., mecanismes B1@uEAQDBP1BPOProjecte del'ampliaci i reforVEN.3ysnl >BЬX\ ` `````````````````````````````` d  h  l   p  t x$|(((((((((((((,Ą00004444444448(\3@??EAM11AA5A013E000@@:53-(& )\(?z6>W@?)\(?EAF5AI01B7J50090@@:53-(& 333333?V-o@?333333?EAF5AI01A013M000@@:53-(& ffffff?+/@?ffffff?EAF5AI01A012M000@@:53-(& ?Ћ@??EAF5AI01B7F5AI01@@:53-(& ?\(\3@??EAM11AA5A013E000@@:53-(& ?Q^5@??EAM11AA5A012E000@@:53-(& ?(\r@??EAM11AA5BAM11AA5@@:53-(& {Gz?1%??{Gz?E4425124A0122000@@:53-(& {Gz? ??{Gz?E4425124A0140000@@:53-(& Q?ͪV??Q?K878111FCZ172000@@:53-(& ?B`"???K878111FB0111000@@:53-(& Q?&†??Q?K878111FA0140000@@:53-(& Q?xz,C??Q?K878111FA0121000@@:53-(& Q?JYF@?Q?E81136L1A0140000@@:53-(& 333333?Sc*@?333333?E4F7YLU1A0122000@@:53-(& M O?4k??M O?E4F7YLU1B0D625A0@@:53-(& 333333? rh&@?333333?E4F7YLU1A0140000@@:53-(& ?A@??E4F7YLU1B4F7YLU1@@:53-(& ?Gz~0@??K5ZR1GCUA0122000@@:53-(& ?p= c"@??K5ZR1GCUA0140000@@:53-(& ?߾?jHܣ@??߾?K5ZR1GCUD0771011@@:53-(& J@(\@?J@K5ZR1GCUB0FG3JA3@@:53-(& Q?St$??Q?E242B039C1311110@@:53-(& Q? y)@?Q?E242B039C1501700@@:53-(& ?(\@??E2RA1200B2RA1200@@:53-(& {Gz?Zd;O??{Gz?EAZ1U003B0A31000@@:53-(& {Gz?( 0??{Gz?EAZ1U003A013A000@@:53-(& ?S@??EAZ1U003A012A000@@:53-(& ?fffff&(@??EAZ1U003BAZ2U003@@:53-(& ?t@??EAQDBP2CBAQDBP2C@@:53-(& ?-@??EAQDBP2CBAZGU00M@@:53-(& ?ffffff@??EAQDBP2CBAZGUPPL@@:53-(& ?$@??EAQDBP2CBAZGKLEI@@:53-(& 333333?V-'@?333333?EAQDBP2CA013A000@@:53-(& 333333?E:@?333333?EAQDBP2CA012A000@@:53-(& ?333333(@??EAQDBP1BBAZGUC01@@;53-(& ?K@??EAQDBP1BBAZGU002@@;53-(& ?3333337@??EAQDBP1BBAZGTEC1@@:53-(& @@?@EAQDBP1BBAZGU00A@@:53-(& ?9vD@??EAQDBP1BA012A000@@:53-(& ?ʡE1@??EAQDBP1BA013A000@@:53-(& ?Q???EAQDBP1BBAZHU001@@:53-(& ?n@??EAQDBP1BBAQDBP1B@@:53-(&LVAL'92allargar com a m\'ednim, un 25% de la secci\'f3 total de l\'92armadura central de la pe\'e7a.\par En la zona de recolzament ha d\'92haver-hi una armadura de continu\'eftat, de secci\'f3 no inferior al 50% de l\'92armadura central.\par Els ancoratges de les barres de l\'92armadura al formig\'f3 (forma, disposici\'f3 dins la pe\'e7a, llarg\'e0ria, etc.), han de complir l\'92especificat en l\'92article 7.5.2 del DB-SE-F.\par Llarg\'e0ria del recolzament: >= 100 mm\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 5 mm\par - Planor: \'b1 15 mm/total\par - Horitzontalitat: \'b1 2 mm/m ; 15 mm/total\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C i sense pluja. Fora d'aquests l\'edmits, s'ha de revisar l'obra executada les 48 h abans i s'han d'enderrocar les parts afectades.\par Amb vent superior a 50 km/h s'han de suspendre els treballs i s'han d'assegurar les parts que s'han fet.\par L'obra s'ha d'aixecar, si \'e9s possible, per filades senceres.\par Si l\'92obra s\'92ha d\'92aixecar en \'e8poques diferents, la travada s\'92ha de fer deixant la part executada, esglaonada, sempre que sigui possible, si no \'e9s aix\'ed, s\'92ha de fer deixant alternativament, filades entrants i sortints.\par Els morters preparats s\'92han de confeccionar d\'92acord amb les instruccions del fabricant, i s\'92han d\'92utilitzar dins del temps m\'e0xim establert.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin ni cedeixin aigua al morter.\par Les peces s\'92han de col.locar refregant-les sobre un llit de morter, sempre que ho permeti la dimensi\'f3 de la pe\'e7a, fins que el morter sobresurti per els junts horitzontal i vertical.\par No es poden moure les peces una vegada col\'b7locades. Per corregir la posici\'f3 s'ha de treure la pe\'e7a i el morter i tornar-la a col\'b7locar.\par S'ha de fer un replanteig de maons de manera que es pugui asseguL@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@QHx>JJ8F2QHx>JL:>`$QHx>JL:>`%QHx>JL:>`&QHx>JL:>`'QJLUo668 QJLUo668 QJLUo668 QJLUo668 QJS<J^i8QJS<J^i8QJS<J^i8QJS<J^i8QJS<J^i8QJS<J^i:QJS<J^i:QJS<J^i:QJS<J^i:QJS<J^i:QJS<J^i<QJS<J^i<QJS<J^i<QJS<J^i<QJS<J^i<QJS@JY68QJS@JY68QJS@JY68QJS@JY68QJS@JY68QSQJS@J^68QJS@J^68QJS@J^68QJS@J^68QJS@J^68QJS@J^i@XQJS@J^i@YQJS@J^i@ZQJS@J^i@[QJS@J^i@\QJS@J^i@]QJS@J^iBWQJS@J^iBYQJS@J^iBZQJS@J^iB[QJS@J^iB\QJS@J^iB]QJS@J^iD\jQJS@J^iD\kQJS@J^iD\lQJS@J^iD\mQJS@J^iD\nQJS@omoL mQJS@omoL nQJS@omoL oQJSDJ^6:QJSDJ^6:QJSDJ^6:QJSDJ^6:QJSDJ^6:QJSDJ^6<QJSDJ^6<QJSDJ^6<QJSDJ^6<QJSDJ^6<QPQJSDJ^i>QJSDJ^i>QJSDJ^i>QJSDJ^i>QJSDJ^i>OQJ`88JJ@QJ`88JJ@QJ`88JJ@QJb@J^6:SQJb@J^6:WQJb@J^6:XQJb@J^6<RQJb@J^6<SQJb@J^6<TQJbJo8FB֘QJhOLf8J]QJhOLf8J^QJhOLf8J_QJhOLf8J`QJhOLf8JaQJhOLf8JbQJhOLf8JcQJhOLf8LQJhOLf8LQJhOLf8LQJhOLf8LQJhOLf8LQJhOLf8LQJhOLf8LQJhOLf8LQJhOLf:M9QJhOLf:M9QJhOMf8JsQJhOMf8JtQJhOMf8JuQJhOMf8JvQJhOMf8JwQJhOMf8JxQJx8o66<?QJx8o66<@QJx8o66<AQJx8o66<BQJxJJi68~HQJxJJi68~IQJxJJi68~JQJxJJi68~KQLH:o:66~QLH:o:66~QLH:o:66~QM8@8L6<~LQM8@8L6<~MQM8@8M6<YQM8@8M6<ZQM8@8O6<~mQM8@8O6<~nQM8@o668~oQM8@o668~pQM8@o668~qQM8Uo666[QM8Uo666`XQM8Uo886`YQM8Uo886`ZQM8Uo8@>`nQM8Uo8@>`oQM8\8@6: QM8\8@6: QM8\8@6: QM8\8@6: QMx<o668`pQMx<o66>QMx<o66>QO888L:8QO888L:8QO888L:8 QO888L:8!QO888L:8"QO888LD8QO888LD8QO888LD8QO888LD8QO888LD8QO8@LBD8AQO8@LBD8A?QO8@LBD8QO8@LBD8QO<@<<@@QO<@<<@@QO<@<<@@QO<@<<@@QO<@<<@@QO<@<<@@QO<@<<@@QO<@<<@@QO@88886A8QO@88886A9QO@88886A:QO@88886A;QODSf:B<7QODSf:B<8QODSf:B<9QODSf:B<:QODSf:B<;QODSf:B<A4QODSf:B<A5QODSf:B<A6QODSf:B<A7Q[8<L:8:#Q[8<L:8:$Q[8<L:8:%Q[8<L:8:&Q[8>LJ8f'Q[8>LJ8f(Q[8>LJ8f)Q[8>LJ8f*LVALrar un gruix constant dels junts.\par Cal protegir l\'92obra executada de les accions f\'edsiques o clim\'e0tiques fins que hagi assolit la resist\'e8ncia suficient.\par Quan s\'92interromp l\'92execuci\'f3, cal protegir el coronament dels murs per tal d\'92evitar l\'92acci\'f3 de l\'92aigua de pluja sobre els materials.\par Durant l\'92adormiment s\'92ha de mantenir l\'92humitat de l\'92element, principalment en condicions clim\'e0tiques desfavorables (temperatura alta, vent fort, etc.).\par Cal estintolar provisionalment els elements que queden temporalment inestables, sotmesos a les accions del vent, de l\'92execuci\'f3 de l\'92obra o d\'92altres.\par ARC I VOLTA:\par S'ha de fer sense interrupcions i per simetria. La clau \'e9s el darrer ma\'f3 que s'ha de col\'b7locar.\par Nom\'e9s es poden tallar peces en arestes i acords; la resta s'han de col\'b7locar senceres.\par El doblat s'ha de fer immediatament despr\'e9s d'acabar el primer full, sempre de baix a dalt, havent regat i estenent alhora la capa interm\'e8dia de morter.\par Abans de fer el doblat s'han d'eliminar les rebaves dels junts del senzillat.\par No s'ha de descindrar sense l'autoritzaci\'f3 de la DF El descindrament s'ha de fer de manera lenta i uniforme.\par LLINDA PREFABRICADA DE CER\'c0MICA ARMADA:\par En els sistemes patentats s'han de seguir les instruccions del fabricant.\par La col\'b7locaci\'f3 s'ha de realitzar sense que les peces rebin cops.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par PILAR:\par m3 de volum amidat segons les especificacions de la DT.\par PARET:\par m3 de volum amidat segons les especificacions de la DT\par Amb deducci\'f3 del volum corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures de 2,00 m2 com a m\'e0xim: No es dedueixen\par - Obertures de 2,00 m2 fins a 4,00 m2 com a m\'e0xim: Es dedueix el 50%\par - Obertures de m\'e9s de 4,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, o que es dedueixin parcialment, l\'92amidament inclou la feina de fer els retorns, cLVALom brancals. En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par Aquests criteris inclouen la col\'b7locaci\'f3 dels elements que configuren l'obertura, com \'e9s ara bastiments, excepte en el cas de forats de m\'e9s de 4,00 m2 en qu\'e8 aquesta col\'b7locaci\'f3 es compta a part.\par Inclouen l'execuci\'f3 de tots els treballs necessaris per a resoldre l'obertura, pel qu\'e8 fa a brancals i ampit, i s'utilitzaran, si cal, materials diferents dels que normalment conformen la unitat.\par ARC O LLINDA AMB BIGUETES DE FORMIG\'d3:\par m de llarg\'e0ria, amidat per l'intrad\'f3s, executat segons les especificacions de la DT.\par LLINDA PREFABRICADA DE CER\'c0MICA ARMADA:\par Unitat mesurada segons les especificacions de la DT.\par VOLTA O DOBLAT DE VOLTA:\par m2 de superf\'edcie de volta, amidada per l'intrad\'f3s, executada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conjunt d'elements especials per a l'execuci\'f3 de conduccions.\par S'han considerat els tipus seg\'fcents:\par - Per a tubs (materials per a la uni\'f3 entre tubs o entre tubs i accessoris)\par - Per a\'efllaments t\'e8rmics (material per a la uni\'f3 i subjecci\'f3, cintes adhesives, etc.)\par CARACTER\'cdSTIQUES GENERALS:\par El material, la qualit{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conjunt d'elements especials per a l'execuci\'f3 de conduccions.\par S'han considerat els tipus seg\'fcents:\par - Per a tubs (materials per a la uni\'f3 entre tubs o entre tubs i accessoris)\par - Per a\'efllaments t\'e8rmics (material per a la uni\'f3 i subjecci\'f3, cintes adhesives, etc.)\par CARACTER\'cdSTIQUES GENERALS:\par El material, la qualitat, els di\'e0metres, etc., han de ser els adequats per al tub, i no han de fer disminuir les caracter\'edstiques pr\'f2pies del conjunt de la instal\'b7laci\'f3 en cap de les seves aplicacions.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metres\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt de peces necess\'e0ries per a muntar 1 m de tub.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par La mateixa normativa que s\'92apliqui als tubs, en funci\'f3 dels fluids que transportin.\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Conjunt d'elements especials per a l'execuci\'f3 de conduccions.\par S'han considerat els tipus seg\'fcents:\par - Per a tubs (materials per a la uni\'f3 entre tubs o entre tubs i accessoris)\par - Per a\'efllaments t\'e8rmics (material per a la uni\'f3 i subjecci\'f3, cintes adhesives, etc.)\par\par CARACTER\'cdSTIQUES GENER{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Conjunt d'elements especials per a l'execuci\'f3 de conduccions.\par S'han considerat els tipus seg\'fcents:\par - Per a tubs (materials per a la uni\'f3 entre tubs o entre tubs i accessoris)\par - Per a\'efllaments t\'e8rmics (material per a la uni\'f3 i subjecci\'f3, cintes adhesives, etc.)\par\par CARACTER\'cdSTIQUES GENERALS:\par El material, la qualitat, els di\'e0metres, etc., han de ser els adequats per al tub, i no han de fer disminuir les caracter\'edstiques pr\'f2pies del conjunt de la instal.laci\'f3 en cap de les seves aplicacions.\par\par 2.CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metres\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt de peces necess\'e0ries per a muntar 1 m de tub.\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }H  2 .L Wr/?ףp= ?ףp= ?ףp= ?ףp= ?!9@0?ףp= ?ףp= ?ףp= ?ףp= ?!9@__BGW42000P.p.accessoris p/interr.difer.@@uBGW42000ETVEN.3VEN.3 Ӏ0?= ףpma@= ףpma@= ףpma@= ףpma@@9@minal, tetrar (4P), de 0__BG4252JHInterruptor dif.cl.A,gam.terc.,I=40A,tetrapol.(4P),0,03A,fix.inst.,4md.DIN,p/munt.perf.DINY@uBG4252JHETVEN.3VEN.3B88.....******  0?333333@333333@333333@333333@8`@__BGD14210Piqueta connex.terra acer,l=2500mm,d14,6mm,estnd.w@uBGD14210ETVEN.3VEN.3 Ӏ0?= ףp=@= ףp=@= ףp=@= ףp=@8`@__BGYD1000P.p.elem.especials p/piqu.connex.terr.K@uBGYD1000ETVEN.3VEN.3  Ӏ0?)\(#@)\(#@)\(#@)\(#@s@n caixa estanca r muntar sup__BGDZ1102Punt connex.terra,pont secc.platina coure,munt.caix.p/munt.superf.y@UBGDZ1102ETVEN.3VEN.3) 0?p= ף?p= ף?p= ף?p= ף?r@__BG380900Conductor Cu nu,1x35mm24@ mBG380900ETVEN.3VEN.3 0?p= ף?p= ף?p= ף?p= ף?N`O@Cp"@#$P&(IIII__BGY38000P.p.elem.especials p/conduc.Cu.nusF@ UBGY38000ETVEN.3VEN.3  Ӏ0?Q?Q?Q?Q?r@jPkllm`n        __BGW3B000P.p.accessoris p/plat.Cu.nues=@ uBGW3B000ETVEN.3VEN.3 0?(\@(\@(\@(\@r@ELE_SIS_ID___BG3B5400Platina Cu nua,20x3mm,I<=194AU@ mBG3B5400ETVEN.3VEN.3 . 0?Q6@Q6@Q6@Q6@`Z@essi nominal, donze, preu a__BN346420Vlvula esfera man.p/sold.,DN=1'',PN=16bar,bronze,preu alto@ UBN346420ETVEN.3VEN.3!            0?RQ?RQ?RQ?RQ?@@@h p@@Ї  __B0A71A00Abraadora metl.,d/int.=24mm6@uB0A71A00ETVEN.3VEN.3 0?Q?Q?Q?Q?@9@e 25 mm de dtre, soldat"__BFYC1520Pp.elem.munt.p/tubs polipr.pres.d25mm,soldatl@uBFYC1520ETVEN.3VEN.3    HL ˳ J| ;;p33Ĵ70?@@@@$@@at per part rior__BQ51U001Mostrador de control Mos.1de 275 cm. de llargaria total format per taulell 0?@@@@$@@at per part rior__BQ51U001Mostrador de control Mos.1de 275 cm. de llargaria total format per taulell superior de 105 cm. d'all@ uBQ51U001ETVEN.3VEN.3KAA77777333333)' 0?= ףp5@= ףp5@= ףp5@= ףp5@@__A012B000Oficial 1a estucadorOficial 1a estucadorhA012B000EMA012B000Banc GISA Edificaci Obra NovaVEN.3MCC 0?= ףp}F@= ףp}F@= ףp}F@= ףp}F@@@`Z@__C1311110Pala carregadora,petita,s/pneumtics+@>=hC1311110EQVEN.3VEN.3 0?q= ף1@q= ף1@q= ף1@q= ף1@`@ColumnWidthColrderColumnH__B0322000Saul garbellatSaul garbellatm3B0322000ETB0322000Banc GISA Edificaci Obra NovaVEN.3E;; 0?n@n@n@n@`@`@__BR45UOLEOlivera ( olea europea ) d'alria 2.5 a 3 m, en contenidor=@==uBR45UOLEETVEN.3VEN.3"       0?= ףp5@= ףp5@= ףp5@= ףp5@@s@__A012P000Oficial 1a jardinerOficial 1a jardinerhA012P000EMVEN.3VEN.3 0?Gz2@Gz2@Gz2@Gz2@@s@ G CAP 'Eltell' . Cas__A016P000Pe jardinerPe jardinerhA016P000EMVEN.3VEN.3 0?)@)@)@)@@s@de formig, en tdes de 25 cm__B033R500Grava granulat reciclat formig 20-40 mm5@9=tB033R500ETVEN.3VEN.3 0?ףp= 7E@ףp= 7E@ףp= 7E@ףp= 7E@@s@m d'amplria"'3A`ܵ ܵ __C13161D0Minicarregadora sobre pneumtics,acces.retroexcavador a=25-39cmY@8=hC13161D0EQVEN.3VEN.3& 0?)\H@)\H@)\H@)\H@ Z@@@25 cm, aE225177plenat+picon.mec.,terres__C1335080Corr vibratori autopropulsat,8-10t,@*2hC1335080EQVEN.3VEN.3  0?Gz0@Gz0@Gz0@Gz0@`@__BDW3B900Accessori genric p/tub PVC,D=160mm0@)2uBDW3B900ETBDW3B900Banc GISA Edificaci Obra NovaVEN.3F<< LVALv{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Abra\'e7adores de materials diversos per a la subjecci\'f3 de canonades.\par S\'92han contemplat els seg\'fcents tipus d\'92abra\'e7adores:\par - Abra\'e7adores refor\'e7ades formades per dues peces semicirculars d\'92acer galvanitzat unides per un cargol a cada extrem\par - Abra\'e7adores refor\'e7ades formades per dues peces semicirculars d\'92acer galvanitzat unides per un cargol a cada extrem i revestides amb perfil de cautx\'fa (abra\'e7adores isof\'f2niques)\par - Abra\'e7adores d\'92acer inoxidable formades per dues peces semicirculars, amb uni\'f3 encaixada per forma\par - Abra\'e7adores de nil\'f3 (poliamida resident a l\'92impacte) amb doble tanca superior i base amb forat roscat de M6\par CARACTER\'cdSTIQUES GENERALS:\par En les abra\'e7adores partides d\'92acer galvanitzat, una de les peces semicirculars ha de tenir un pas roscat que permeti la seva uni\'f3 al vis de fixaci\'f3. La rosca ha de ser m\'e8trica. L\'92abra\'e7adora isof\'f2nica ha de tindre la part met\'e0l\'b7lica en contacte amb el tub revestida amb un perfil de cautx\'fa.\par En les abra\'e7adores d\'92acer inoxidable, el cargol de fixaci\'f3 ha d\'92estar electrosoldat a una de les parts, mentre que l\'92altra part encaixar\'e0 en la primera despla\'e7ant-se axialment.\par En les abra\'e7adores de nil\'f3 amb tanca per la part superior, el sistema de tancament ha de formar part de la pr\'f2pia abra\'e7adora. Ha d\'92anar fixada al parament amb un cargol roscat per ambd\'f3s extrems que subjecta a la abra\'e7adora per la seva base, que si \'e9s el cas es pot substituir pe6LVALFr un cargol amb cap. Tamb\'e9 s\'92admet la fixaci\'f3 al parament encaixant la abra\'e7adora en una regleta de suport fixada pr\'e8viament.\par Els cargols no han de tenir imperfeccions (rebaves, emprentes, etc) que impedeixin cargolar els elements.\par El vis ha d'anar protegit contra la corrosi\'f3.\par El disseny del tac ha de ser l'adient al suport.\par Els di\'e0metres del tac i vis han de ser compatibles.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: S'ha de subministrar conjuntament el tac, el vis i l'abra\'e7adora en capses, on ha de figurar les dades seg\'fcents:\par - Identificaci\'f3 del fabricant\par - Di\'e0metres\par - Unitats\par Emmagatzematge: En llocs protegits de la pluja i la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }  LVALiControlCaixa de derivacio quadrada CoPlatina de couLavabo de porcellana vitrificada, senzill, d'amplria de 45 aLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, cLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muraLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preuLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preuLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, cLavabo de porcellana vitrificada, senzill, d'Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suportLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suportsLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt,Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt,Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt,Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, Lavabo de porcellana vitrificada, senzill, Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb Lavabo de porcellana vitrificada, senzill, Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc,Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, dLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preuLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLlLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suportLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat ambLavabo de porcellana vitrificada, senzill, d'amplria de 45 aLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suportLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports murals  LVALaixa EArrArrencada EnderrPont d'uni enEndeEnderrArrencada de paviment de pedra natural, amb mitjans maArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o conteArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidoArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o conteArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o Arrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEnderroArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEndeArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o conteniArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o conArrencada de paviment de pedra natural, amb mitjans manuals i crrega mArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o conteniArrencada de paviment de pedra natural, amb mitjans manuals i crrega manArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEnderrocArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o conteniArrencada de paviment de pedra natural, amb mitjans manuals i crrega manuArrencada de paviment de pedra natural, amb mitjans manuals i crrega manualArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEnderrocArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de rArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidoArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEndeArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEnderrocArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o Arrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEndeArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorLVALg{\rtf1\ansi\ansicpg1252\uc0\deff1{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fswiss\fcharset0\fprq0 Arial;} {\f2\fmodern\fcharset0\fprq1 Courier New;} {\f3\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f1\fs20 Normal;}{\*\cs10\additive Default Paragraph Font;}{\s16\f1\fs24 [Normal];}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\s16\plain\f2\fs24 1.DEFINICI\loch\f2\hich\f2 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\plain\f1\fs18 DEFINICI\loch\f1\hich\f1 \'d3: \par Col.locaci\'f3 de porta tallafoc de fusta o met\'e0l.lica, d\'92accionament manual o autom\'e0tic per termofusible.\par S'han considerat els tipus seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Portes de fulles corredisses\par - Portes de fulles batents\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Comprovaci\'f3 pr\'e8via de que les dimensions del forat i de la porta s\'f3n compatibles\par - Replanteig en el forat de la situaci\'f3 dels elements d'ancoratge\par - Fixaci\'f3 del bastiment, de les guies, col.locaci\'f3 del full i dels mecanismes d'apertura.\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par CONDICIONS GENERALS:\par Ha d'estar ben aplomada, a escaire i al nivell previst.\par Ha d'obrir i tancar correctament.\par Toler\'e0ncies d'execuci\'f3:\par\pard\qj\sl240\slmult0 - Anivellament\tab \'b1 1 mm\par\pard\qj\sl24 LVAL 80 Unitat amidada segons les especificacions de la D.T.\par\pard\s16\par\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 NBE CPI-96 "Norma B\'e1sica de la Edificaci\'f3n. Condiciones de Protecci\'f3n contra Incendios en los Edificios."\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Perfils de fusta per a cobrir la junta entre el bastiment i el parament acabat de la paret, col\'b7locats amb puntes, tapades amb massilla.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Fixaci\'f3 dels perfils\par - Segellat dels forats de la porta\par CONDICIONS GENERALS:\par El tapajunts ha de{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Perfils de fusta per a cobrir la junta entre el bastiment i el parament acabat de la paret, col\'b7locats amb puntes, tapades amb massilla.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Fixaci\'f3 dels perfils\par - Segellat dels forats de la porta\par CONDICIONS GENERALS:\par El tapajunts ha de ser equidistant de les arestes del bastiment sobre el qual est\'e0 col\'b7locat.\par Ha d'estar fixat s\'f2lidament al bastiment en tota la seva llarg\'e0ria.\par La uni\'f3 entre els tapajunts ha de ser a biaix de cartab\'f2, si la DF no fixa una altra condici\'f3.\par Cada muntant del bastiment ha d'estar cobert per un sol perfil de tapajunts.\par Toler\'e0ncies d'execuci\'f3:\par - Dist\'e0ncia entre les arestes del bastiment: \'b1 1 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par El proc\'e9s de col\'b7locaci\'f3 no ha d'alterar les caracter\'edstiques de l'element.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }.e!k( ? W T ` f SXPvvvD~ FR2GEXCAVACI DE CLOTS I RASES DE PLANTACIPOReforma CAP 'El Castell' . Casv:6 G FR2CONDICIONAMENT FSIC DEL SLPOReforma CAP 'El Castell' . Casj.* G FRJARDINERIAPOReforma CAP 'El Castell' . CasV G E225REBLERT, ESTESA I PICONATGE DE TERRES I GRANULATSPOReforma CAP 'El Castell' . CasD@ G E224REPS DE SOLS I PARETS DE RASES, POUS I RECALATSPOReforma CAP 'El Castell' . CasD@ G EC1GVIDRES ALLANTS DE DOS VIDRES LAMINARS DE SEGURETATPOBanc GISA Edificaci Obra NovaFB G BC1GVIDRES ALLANTS DE DOS VIDRES LAMINARS DE SEGURETATETBanc GISA Edificaci Obra NovaFB G BAN5BASTIMENTS DE BASE D'ACER PER A FINESTRES I BALCONERESETReforma CAP 'El Castell' . CasIE G EAN5BASTIMENTS DE BASE D'ACER PER A FINESTRES I BALCONERESPOReforma CAP 'El Castell' . CasIE G BB17BARANES D'ACERETReforma CAP 'El Castell' . Cas]! G BB1BARANESETReforma CAP 'El Castell' . CasU G E89APINTAT D'ELEMENTS DE TANCAMENTPOReforma CAP 'El Castell' . Casm1- G PPA0PARTIDES ALADES D'ABONAMENT INTEGREPOReforma CAP 'El Castell' . Cass73 G E898PINTAT DE PARAMENTSPOReforma CAP 'El Castell' . Casb&" G B7C9FELTRES I PLAQUES DE LLANA DE ROCAETReforma CAP 'El Castell' . Casq51 G E7C9ALLAMENTS AMB FELTRES I PLAQUES DE LLANA DE ROCAPOReforma CAP 'El Castell' . CasD@ G EC15VIDRES LAMINARS DE SEGURETATPOBanc GISA Edificaci Obra Novak/+ G BC15VIDRES LAMINARS DE SEGURETATETBanc GISA Edificaci Obra Novak/+ G BAZAPRESTATGES PER A ARMARISETReforma CAP 'El Castell' . Casg+' G EAZAPRESTATGES PER A ARMARISPOReforma CAP 'El Castell' . Casg+' G BB92SENYALITZACI INTERIORETReforma CAP 'El Castell' . Case)% G BB9SENYALITZACI INTERIORETReforma CAP 'El Castell' . Casd($ G BBMATERIALS PER A PROTECCIONS I SENYALITZACIETReforma CAP 'El Castell' . Casw;7 G EB92SENYALITZACIPOReforma CAP 'El Castell' . Cas\  G EB9SENYALITZACI INTERIORPOReforma CAP 'El Castell' . Casd($ G EBPROTECCIONS I SENYALITZACIPOReforma CAP 'El Castell' . Casg+' G B7F5FAMLIA 7F5INProjecte del Servei d'EmergncZ G EAF5BALCONERES D'ALUMINI LACAT AMB TRENCAMENT DE PONT TRMIC, COL.LOCADES SOBRE BASTIMENT DE BASEPOProjecte del Servei d'Emergncpl G EAFTANCAMENTS PRACTICABLES D'ALUMINIPOProjecte d'ampliaci de l'reao3/ G BAZ2GALZES DE FUSTA PER A FOLRAT DE BASTIMENTS DE BASEETReforma CAP 'El Castell' . CasEA GLVALk{\rtf1\ansi \deff5\deflang1033{\fonttbl{\f5\fswiss\fcharset0\fprq2 Arial;}}{\colortbl;\red0\green0\blue0;\red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128;\red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\nowidctlpar \f5\fs18\lang1034 \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}}{\info{\title BA\'09MATERIALS PER A TANCAMENTS I DIVISORIES PRACTICABLES}{\author Toni Pla}{\operator Toni Pla}{\creatim\yr1998\mo7\dy7\hr9\min50}{\revtim\yr1998\mo7\dy7\hr9\min50}{\version1}{\edmins0}{\nofpages1}{\nofwords191}{\nofchars1092}{\*\company ITEC}{\vern57443}}\paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418 \widowctrl\ftnbj\aenddoc\hyphhotz425\hyphcaps0 \fet0\sectd \linex0\headery709\footery709\colsx709 {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5\pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \qj\fi-720\li720\sl240\slmult0\nowidctlpar \f5\fs18\lang1034 {\b\fs20 BA\tab MATERIALS PER A TANCAMENTS I DIVISORIES PRACTICABLES\par BAZ\tab MATERIALS ESPECIALS PER A TANCAMENTS I DIVISORIES PRACTICABLES\par }{\b BAZ2\tab GALZES DE FUSTA PER A FOLRAT DE BASTIMENTS DE BASE\par }\pard \qj\sl240\slmult0\nowidctlpar {\fs16 \par }1.- {\ul DEFINICIO I CARACTERISTIQUES DELS ELEMENTS\par }{\fs16 \par \par DEFINICIO:\par Conjunt de perfils per a f@LVALPolrar la cara interior dels bastiments de base.\par \par CARACTERISTIQUES GENERALS:\par La secci\'f3 dels perfils ha de ser adeq\'fcada per a cobrir el bastiment de base, permetre la col.locaci\'f3 de la fulla, de manera que obri i tanqui correctament, i la col.locaci\'f3 del tapajunts.\par Els perfils han de ser de tauler de part\'edcules de fusta o tauler aglomerat, xapat amb fullola de fusta.\par Els perfils no han de tenir defectes superficials.\par La fullola no ha de tenir punts desencolats o bufats.\par Toler\'e0ncies:\par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505 {\fs16 - Gruix\tab \'b1 0,3 mm\par - Ampl\'e0ria\tab \'b1 0,5 mm\par - Llarg\'e0ria\tab \'b1 1,0 mm\par - Rectitud de les arestes\tab 2 mm/m\par }\pard \qj\sl240\slmult0\nowidctlpar {\fs16 \par }2.- {\ul CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par }{\fs16 \par Subministrament: Amb les proteccions necess\'e0ries perque arribi a l'obra en les condicions exigides.\par Emmagatzematge: Protegit de les pluges, els focus d'humitat i les zones on pugui rebre impactes. No ha d'estar en contacte amb el terra.\par \par }3.- {\ul UNITAT I CRITERIS D'AMIDAMENT\par }{\fs16 \par m de llarg\'e0ria necess\'e0ria subministrada a l'obra.\par \par }4.- {\ul NORMATIVA DE COMPLIMENT OBLIGATORI\par }{\fs16 \par No hi ha normativa de compliment obligatori.\par }} H  L YYF00?N@N@N@N@y@@@__BAN5AL02Bastiment de base per a vidriera Al.2, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bas{@&2uBAN5AL02ETVEN.3VEN.3KAA77777333333)' 0?p= ף @p= ף @p= ף @p= ף @q@__B89ZPD00Pintura plstica,p/int."Pintura plstica per a interiorskgB89ZPD00ETVEN.3VEN.3"       0?Q@Q@Q@Q@Z@ix"=dPeopv@wyyDD__B7C9H500Placa semirg.llana roca,26-35kg/m3,g=40mmO@m2B7C9H500ETVEN.3VEN.3   0?= ףpE@= ףpE@= ףpE@= ףpE@@@ 4+4 mm de gruixb classifica__BC151B00Vidre lam.segur.2 llunes,4+4mm,resist.imp.A,butiral transparent@ m2BC151B00ETBC151B00Banc GISA Edificaci Obra NovaVEN.3dZZ 0?d@d@d@d@@@@@cm., per 2 ps de__BAZAAR01Armari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de @ uBAZAAR01ETVEN.2VEN.3KAA77777333333)' 0? ףp= ? ףp= ? ףp= ? ףp= ?@@ats en calent sL, LD, T, ro__B44Z5025Acer S275JR,pea simp.,perf.lam.L,LD,T,rod,quad.,rectang.,treb.taller p/col.carg.+antiox.@kgB44Z5025ETB44Z5025Banc GISA Edificaci Obra NovaVEN.3uu999//++++++! 0?^@^@^@^@ x@@@rderColumnHnDe__BB92U200Vinil autoadhesiu,diferents pictogrames-@m2BB92U200ETVEN.2VEN.3 0?Ћ@Ћ@Ћ@Ћ@ @@/__B7F5AI01Vidriera AI.01d'alumini plata natural mate de Technal serie XXXXXXX o equivalent, col.locada sobre b/@-uB7F5AI01ETVEN.2VEN.3KAA77777333333)' 0?)\+@)\+@)\+@)\+@Y@iddenDescription FormatInputMa__B7J50090Massilla segell.,poliuret monocomp.T@dm3B7J50090ETVEN.2VEN.3 0?&@&@&@&@@@__B7F5AL01Vidriera AL.01d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o?@uB7F5AL01ETVEN.2VEN.3KAA77777333333)' 0?'@'@'@'@@s@@ nusos, per pintar"escriptio__BAZ2U003Folrat de bastiment de base de 9-10,6 x 4 cm., amb fusta de pi flandes 1 sense nusos, per pintarc@mBAZ2U003ETVEN.2VEN.3H>>44444000000&$ ' @ @ @ @ @ @ @ @ @ @ QJq[^J`8J68:D666 sQJq[^J`8J68<D666 rQJq[^J`8LJq[o668 qQJq[^J`:J68:D666 QJq[^J`:J68<D666 QJq[^J`:LJq[o66: QJq[^J`<J68:D666 QJq[^J`<J68<D666 ~QJq[^J`<LJq[o66< }QJq[^J`>J68:D666`QJq[^J`>J68<D666_QJq[^J`>LJq[o66>^QJq[^J`@J68:D666 QJq[^J`@J68<D666 QJq[^J`@LJq[o66@gQJq[^J`BJ68:D666\SQJq[^J`BJ68<D666\TQJq[^J`BLJq[o66B\RQJqmo668J68:`666QJqmo668LJqmo668QJx8o66<J68:J666@QJx8o66<J68<J666AQJx8o66<L6J<8666BQJx8o66<LJx:o66<?QJxJJi68J68:J666~JQJxJJi68J68<J666~KQJxJJi68L6JB8@66~IQJxJJi68LJxJJi68~HQLH:o:66J68:`666~QLH:o:66J68<`666~QLH:o:66LLH:o:66~QM8@8L6<J68:Q666~MQM8@8L6<LM8@8L66~LQM8@8M6<J68:Q666YQM8@8M6<LM8@8M66ZQM8@8O6<J68:Q666~mQM8@8O6<LM8@8O66~nQM8@o668J68:8666~qQM8@o668J68<`666~pQM8@o668LL8Do66<~oQM8Uo666J68:Q666[QM8Uo666LM8Uo666`XQM8Uo8@>J68:Q666`nQM8Uo8@>LM8Uo8@>`oQM8\8@6:J68:Q666 QM8\8@6:L6JB8@66 QM8\8@6:L6JF8686 QM8\8@6:LM8\8@66 QMx<o66<J68:Q666`uQMx<o66<M:66D666aQMx<o66>J68:Q666QMx<o66>M:66D666QO888L:8J68:[666!QO888L:8J68<[666"QO888L:8LO8<8:HLQO888L:8LOs<L:66QO888L:8LOv<L:66 QO888LD8J68:[666QO888LD8J68<[666QO888LD8LO8<8DHLQO888LD8LOs<LD66QO888LD8LOv<LD66QO8@LBD8J68:D666QO8@LBD8J68<D666QO8@LBD8LO8<8BDLA?QO8@LBD8LO8x::66A>QO8@LBD8LOs<LB66A6666֣QO<@:<@@L6888666aQO<@:<@@L6@8:>68aQO<@:<@@L6B><66MaQO<@:<@@L6S8O:J8aQO<@:<@@O6D6J>O8aQO<@<<@@J68::666QO<@<<@@J68>6666QO<@<<@@L6888666QO<@<<@@L6@8:>68QO<@<<@@L6B><66MQO<@<<@@L6S8O:J8QO<@<<@@LOO8QO@88886J68::666A;. LVAL }}}}}} 5 R RP.1 20.000 2.000 2.250 1.000 90.000 C#*D#*E#*F# 20.000 1.000 0.800 1.000 16.000 C#*D#*E#*F# P'.1 11.000 2.000 2.250 1.000 49.500 C#*D#*E#*F# 11.000 1.000 0.800 1.000 8.800 C#*D#*E#*F# P''.1 1.000 2.000 2.250 1.000 4.500 C#*D#*E#*F# 1.000 1.000 0.800 1.000 0.800 C#*D#*E#*F# P.2 7.000 2.000 2.500 1.000 35.000 C#*D#*E#*F# 7.000 1.000 0.800 1.000 5.600 C#*D#*E#*F# P.3 6.000 2.000 2.250 1.000 27.000 C#*D#*E#*F# 6.000 1.000 1.200 1.000 7.200 C#*D#*E#*F# P'.3 2.0Part reformada aula formaci 1 2.85 2.95 8.4075 C#*D#*E#*F# 1 2.75 2.95 8.1125 C#*D#*E#*F# faldons penjats zona treball 1 16.1 .7 11.27 C#*D#*E#*F# 1 1 .7 .7 C#*D#*EPart reformada aula formaci 1 2.85 2.95 8.4075 C#*D#*E#*F# 1 2.75 2.95 8.1125 C#*D#*E#*F# faldons penjats zona treball 1 16.1 .7 11.27 C#*D#*E#*F# 1 1 .7 .7 C#*D#*E#*F# 1 1.5 .7 1.05 C#*D#*E#*F# vestibul 1 2.4 .35 .84 C#*D#*E#*F# Part ampliaci faldons penjats zona informtica 1 12 .75 9 C#*D#*E#*F# 1 6.3 .75 4.725 C#*D#*E#*F# Estructura divisria administraci tubulars 40.40.2. q=2,38kg/m 4 2.42 2.38 23.0384 C#*D#*E#*F# 4 3.26 2.38 31.0352 C#*D#*E#*F# 4 2.42 2.38 23.0384 C#*D#*E#*F# 8 2.08 2.38 39.6032 C#*D#*E#*F# Part reformada reposicions enEstructura divisria administraci tubulars 40.40.2. q=2,38kg/m 4 2.42 2.38 23.0384 C#*D#*E#*F# 4 3.26 2.38 31.0352 C#*D#*E#*F# 4 2.42 2.38 23.0384 C#*D#*E#*F# 8 2.08 2.38 39.6032 C#*D#*E#*F# Part reformada reposicions envans enderrocats administraci-zona treball 1 2 8 16 C#*D#*E#*F# aula formaci-pas-rack 1 4.15 1.4 5.81 C#*D#*E#*F# 1 3.35 1 3.35 C#*D#*E#*F# rack-pas 1 2.2 4.6 10.12 C#*D#*E#*F# espai silenci 1 2 4.6 9.2 C#*D#*E#*F# 1 2 2.4 4.8 C#*D#*E#*F# servei adaptat-pas 1 1.5 3.75 5.625 C#*D#*E#*F# vestibul 1 2.5 2.65 6.625 C#*D#*E#*F# Part reformada reposicions envans enderrocats administraci-zona treball 1 2 8 16 C#*D#*E#*F# aula formaci-pas-rack 1 4.15 1.4 5.81 C#*D#*E#*F# 1 3.35 1 3.35 C#*D#*E#*F# rack-pas 1 2.2 4.6 10.12 C#*D#*E#*F# espai silenci 1 2 4.6 9.2 C#*D#*E#*F# 1 2 2.4 4.8 C#*D#*E#*F# servei adaptat-pas 1 1.5 3.75 5.625 C#*D#*E#*F# vestibul 1 2.5 2.65 6.625 C#*D#*E#*F# P.1 5 2 2.25 1 22.5 C#*D#*E#*F# 5 1 .8 1 4 C#*D#*E#*F# P'.1 1 2 2.25 1 4.5 C#*D#*E#*F# 1 1 .8 1 .8 C#*D#*E#*F#  LVALBastimeSuministrLavabo de porcellana vitrificada, senzill, d'amplria de 45 aLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muraLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports murLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suportLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb supoLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suportLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suportLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suportsLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, prLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc,Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsPuLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suporLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb supoLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de coLavabo de porcellana vitrificada, senzillLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, coLavabo de porcellana vitrificada, senzill, d'amplria Lavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports mLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preuLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preuLavabo de porcellana vitrificada, senzill, d'amplria de 45 aLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, cLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suportLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports mLavabo de porcellana vitrificada, senzill, d'amplria de 45 a 60 cm, de color blanc, preu alt, col.locat amb suports muralsLVALٴ Sobre env de cartr guix nou part reformada perimetral de faana zona de treball 1 .45 2.25 1.0125 C#*D#*E#*F# 1 .4 2.25 .9 C#*D#*E#*F# 1 16.15 2.6 41.99 C#*D#*E#*F# -4 .5 1.6 1.9 -6.08 C#*D#*E#*F# 1 5.4 2.6 14.04 C#*D#*E#*F# -4 .5 1.6 1.9 -6.08 C#*D#*E#*F# 1 .5 2.25 1.125 C#*D#*E#*F# 1 9.1 2.25 20.475 C#*D#*E#*F# -4 .5 1.9 1.9 -7.22 C#*D#*E#*F# 6.4 6.4 2.25 92.16 C#*D#*E#*F# aula de formaci 1 1.35 2.5 3.375 C#*D#*E#*F# 1 3.3 2.5 8.25 C#*D#*E#*F# -1 .5 1.6 1.9 -1.52 C#*D#*E#*F# 1 2.85 2.5 7.125 C#*D#*E#*F# 1 2.75 2.5 6.875 C#*D#*E#*F# 1 4.9 2.5 12.25 C#*D#*E#*F# espai silenci 1 2 2.5 5 C#*D#*E#*F# 1 5 2.5 12.5 C#*D#*E#*F# -3 .5 1.45 1.9 -4.1325 C#*D#*E#*F# 1 5.7 2.5 14.25 C#*D#*E#*F# -3 .5 1.45 1.9 -4.1325 C#*D#*E#*F# 1 1.9 2.5 4.75 C#*D#*E#*F# 1 3.4 2.5 8.5 C#*D#*E#*F# -2 .5 1.45 1.9 -2.755 C#*D#*E#*F# 1 6.7 2.5 16.75 C#*D#*E#*F# -3 .5 1.45 1.9 -4.1325 C#*D#*E#*F# per divisries zona treball 1 1.95 2.25 4.3875 C#*D#*E#*F# pas 1 1.05 2.25 2.3625 C#*D#*E#*F# magatzem 2 1.85 2.6 9.62 C#*D#*E#*F# 1 .95 2.6 2.47 C#*D#*E#*F# rack 1 1.85 2.6 4.81 C#*D#*E#*F# laterals armari quadres elctrics 2 .4 2.25 1.8 C#*D#*E#*F# part ampliaci perimetral faanes zona informtica 1 15 2.6 39 C#*D#*E#*F# 3 .6 2.25 4.05 C#*D#*E#*F# 1 1 2.25 2.25 C#*D#*E#*F# 1 .3 2.25 .675 C#*D#*E#*F# zona treball 1 1 2.95 2.6 7.67 C#*D#*E#*F# 1 3.6 2.6 9.36 C#*D#*E#*F# -1 .5 1.35 2.25 -1.51875 C#*D#*E#*F# zona treball 2 1 2.95 2.6 7.67 C#*D#*E#*F# 1 3.6 2.6 9.36 C#*D#*E#*F# -1 .5 1.35 2.25 -1.51875 C#*D#*E#*F# per divisries zona informtica 1 7.25 2.6 18.85 C#*D#*E#*F# -2 .5 1.4 2.25 -3.15 C#*D#*E#*F# zona de treball 1 1 3.1 2.6 8.06 C#*D#*E#*F# 1 3.6 2.6 9.36 C#*D#*E#*F# -1 .5 1.4 2.25 -1.575 C#*D#*E#*F# zona de tLVAL {\rtf1\ansi\ansicpg1252\uc0\deff1{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fswiss\fcharset0\fprq0 Arial;} {\f2\fmodern\fcharset0\fprq1 Courier New;} {\f3\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f1\fs20 Normal;}{\*\cs10\additive Default Paragraph Font;}{\s16\f1\fs24 [Normal];}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\s16\plain\f2\fs24 1.DEFINICI\loch\f2\hich\f2 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\plain\f1\fs18 DEFINICI\loch\f1\hich\f1 \'d3: \par Col.locaci\'f3 de porta tallafoc de fusta o met\'e0l.lica, d\'92accionament manual o autom\'e0tic per termofusible.\par S'han considerat els tipus seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Portes de fulles corredisses\par - Portes de fulles batents\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par\pard\qj\li240\sl240\slmult0\tx240\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360 - Comprovaci\'f3 pr\'e8via de que les dimensions del forat i de la porta s\'f3n compatibles\par - Replanteig en el forat de la situaci\'f3 dels elements d'ancoratge\par - Fixaci\'f3 del bastiment, de les guies, col.locaci\'f3 del full i dels mecanismes d'apertura.\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par CONDICIONS GENERALS:\par Ha d'estar ben aplomada, a escaire i al nivell previst.\par Ha d'obrir i tancar correctament.\par Toler\'e0ncies d'execuci\'f3:\par\pard\qj\sl240\slmult0 - Anivellament\tab \'b1 1 mm\par\pard\qj\sl24LVAL 0\slmult0 - Aplomat\tab <= 3 mm (enfora)\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080\par PORTES DE FULLES BATENTS:\par El gir s'ha de fer en el sentit d'evacuaci\'f3 i de manera que l'obertura de la porta no disminueixi l'ampl\'e0ria real de la via d'evacuaci\'f3.\par\pard\qj\sl240\slmult0 Al\'e7\'e0ria de col.locaci\'f3 dels mecanismes d'obertura\tab 1 m ( \'b1 50 mm )\par\pard\qj\sl240\slmult0\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 PORTES DE FULLES CORREDISSES:\par Les guies de recorregut han de quedar horitzontals, per a les portes d'accionament manual, o inclinades amb una pendent cap el punt mitj\'e0 de la porta >= 2%, en les d'accionament autom\'e0tic, i han de ser netes. Els mecanismes de rodament han de ser autolubricats per tal de facilitar el despla\'e7ament de les fulles.\par Els topalls de recorregut de les guies han de permetre l'obertura total de les fulles, sense disminuir en cap punt l'ampl\'e0ria real de la via d'evacuaci\'f3.\par\pard\s16\par\par\par 2.CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 En la porta de fusta, un cop retirats els elements de protecci\'f3 i de travada, els forats han de quedar tapats amb massilles, tacs, etc.\par En les portes de fulles batents, l'ajustatge de les cares de contacte entre el bastiment i les fulles i entre les dues fulles, en el seu cas, s'ha de regular amb la posici\'f3 de les frontisses de les fulles.\par En les portes de fulles corredisses, l'ajustatge de les cares de contacte entre els perfils tallafocs i les fulles s'ha de regular amb la posici\'f3 dels topalls de les guies.\par\pard\s16\par\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx100 LVAL 80 Unitat amidada segons les especificacions de la D.T.\par\pard\s16\par\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par\pard\qj\sl240\slmult0\tx720\tx1440\tx2160\tx2880\tx3600\tx4320\tx5040\tx5760\tx6480\tx7200\tx7920\tx8640\tx9360\tx10080 NBE CPI-96 "Norma B\'e1sica de la Edificaci\'f3n. Condiciones de Protecci\'f3n contra Incendios en los Edificios."\par\pard\par }LVALreball 2 1 3.1 2.6 8.06 C#*D#*E#*F# 1 3.6 2.6 9.36 C#*D#*E#*F# -1 .5 1.4 2.25 -1.575 C#*D#*E#*F# Sobre faldons penjats de cartr guix nou part reformada zona treball 1 16.1 .35 5.635 C#*D#*E#*F# 1 1 .35 .35 C#*D#*E#*F# 1 1.5 .35 .525 C#*D#*E#*F# vestibul 1 2.4 .35 .84 C#*D#*E#*F# part ampliaci faldons penjats zona informtica 1 12 .35 4.2 C#*D#*E#*F# 1 6.3 .35 2.205 C#*D#*E#*F# Sobre guix nou part reformada pas-servei adaptat 1 .8 2.25 1.8 C#*D#*E#*F# distribuidor-servei dones 1 1.1 2.25 2.475 C#*D#*E#*F# distribuidor-pas 1 1.1 2.25 2.475 C#*D#*E#*F# 1 1.7 2.45 4.165 C#*D#*E#*F# espai silenci 1 1.2 2.45 2.94 C#*D#*E#*F# aula de formaci 1 .95 2.65 2.5175 C#*D#*E#*F# Sobre guix ja pintat part reformada vestibol servei adaptat 1 1 2.25 2.25 C#*D#*E#*F# 1 .2 2.25 .45 C#*D#*E#*F# zona treball 1 6 2.6 15.6 C#*D#*E#*F# 1 1.9 2.25 4.275 C#*D#*E#*F# vestibul 1 2.65 2.6 6.89 C#*D#*E#*F# 1 .25 2.6 .65 C#*D#*E#*F# cancel.la 1 .2 2.6 .52 C#*D#*E#*F# aula formaci 1 5.7 2.6 14.82 C#*D#*E#*F# 1 2.8 2.6 7.28 C#*D#*E#*F# 1 .2 2.6 .52 C#*D#*E#*F# espai silenci 1 6.7 2.6 17.42 C#*D#*E#*F# 2 .2 2.6 1.04 C#*D#*E#*F# 1 .4 2.6 1.04 C#*D#*E#*F# pas 1 5.3 2.25 11.925 C#*D#*E#*F# 1 1.6 2.25 3.6 C#*D#*E#*F# 1 .6 2.25 1.35 C#*D#*E#*F# 1 3 2.25 6.75 C#*D#*E#*F# rack 1 2.8 2.6 7.28 C#*D#*E#*F# 1 .3 2.6 .78 C#*D#*E#*F# 1 .25 2.6 .65 C#*D#*E#*F# 1 1.7 2.6 4.42 C#*D#*E#*F# 1 2.1 2.6 5.46 C#*D#*E#*F# magatzem 1 .95 2.6 2.47 C#*D#*E#*F# LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-800-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 horLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 hora d'autonomia, per a cobrir una superfcie aproximada de 40 m2, amb un grau de protecci IP 423, col.locat enrasat en sostre o paret, marca DAISALUX model Hydra N5S amb caixa Ref. KET Hydra KEP Hydra o equivalentLVALy{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par V\'e0lvules d'esfera manuals per a soldar entre tubs, muntades.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Muntades superficialment\par - Muntades en peric\'f3 de canalitzaci\'f3 soterrada\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja dels extrems dels tubs i v\'e0lvules\par - Connexi\'f3 de la v\'e0lvula a la xarxa\par - Prova de servei\par CONDICIONS GENERALS:\par La maneta de la v\'e0lvula ha de ser accessible.\par Els eixos de la v\'e0lvula i de la canonada han de quedar alineats.\par Les soldadures han de ser estanques a la pressi\'f3 de treball.\par La soldadura no ha de tenir cap defecte, ja sigui osca, fissura, inclusi\'f3 d'esc\'f2ria o porus.\par S'ha de deixar connectada a la xarxa corresponent, en condicions de funcionament.\par La pressi\'f3 exercida pel premsaestopes sobre l'eix d'accionament no ha d'impedir la maniobra de la maneta amb la m\'e0.\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 30 mm\par MUNTADES SUPERFICIALMENT:\par L'eix d'accionament ha de quedar horitzontal, o en qualsevol posici\'f3 radial per sobre del pla horitzontal.\par La dist\'e0ncia entre la v\'e0lvula i la paret ha de ser la necess\'e0ria perqu\'e8 pugui girar el cos, un cop desmuntat l'eix d'accionament del sistema de tancament.\par MUNTADES EN PERIC\'d3:\par L'eix d'accionament ha de quedar vertical, amb el volant cap amLVAL29~  f fff˶ ʶ I B:@Úš$]Vidriera AL.01d'alumini lacat plata natural mateReixa d'intemperie circulaCanal plstica de PVC rgid amb latCanal plstica de PVC rgid amb lateral llis, de 60x110 mm amb separadorPart proporcional d'accessoris per a canals plstiquesFerramenta per a porta d'interior, preu mitj, amb una fulla batentXapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm. Pedra calcria nacional amb l'acabat del tall natural i de formes irregulars, preu alt, de 20 mm de gruix Interruptor per a muntar superficialment, unipolar (1P), 10 AX/250 V, amb tecla i amb caixa de superfcie estanca, amb grau de protecci IP-55, preu mitj,Polsador de tipus universal, 10 A 250 V, amb 1 contacte NA, amb tecla, serie 82, METALL noble, de SIMON, amb grau de protecci IP-44, encastat o equivalentInterruptor, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalentInterruptor automtic magnetotrmic de 50 a dintensitat nominal, tipus pia corba c, tetrapolar (4p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 4 mduls din de 18 mm damplria, per a muntar en perfil dinInterruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construit segons les especificacions de la norma une_en 61008, de 2 mduls din de 18 mm d'amplria, per a muntar en perfil dinInterruptor automtic magnetotrmic de 20 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tall segons UNE-EN 60898 i de 10 kA de poder de tall segons UNE-EN 60947-2, de 2 mduls DIN de 18 mm d'amplria, per a muntar en perfil DINInterruptor automtic magnetotrmic de 6 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tall segons UNE-EN 60898 i de 10 kA de poder de tall segons UNE-EN 60947-2, de 2 mduls DIN de 18 mm d'amplria, per a muntar en perfil DINPedra calcria nacional amb una cara a tall de serra preu alt, de 30 mm de gruix amb forats per a fixacions i aresta viva a les quatre voresMorter de ciment prtland amb filler calcari CEM II/B-L i sorra de pedra grantica amb 450 kg/m3 de ciment, amb una proporci en volum 1:3 i 15 N/mm2 de resistncia a compressi, elaborat a l'obra amb formigonera de 165 lEncerclat amb tauler de fibres de fusta i resines sinttiques de densitat mitjana DM hidrofug, de 19 mm de gruix i una amplria de fins a 10 cm, com a mxim, col.locat clavatVidre allant de dos vidres de seguretat incolor, amb classificaci de resistncia a l'impacte manual nivell A, de 3+3 i 3+3 mm de gruix i cambra d'aire de 8 mmVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparentVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell B, unides amb butiral transparentVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 4+4 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparentArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm.acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismes tipus D. Acer S275JR segons UNE-EN 10025-2, format per pea simple, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat al taller per a col.locar amb cargols i amb una capa d'imprimaci antioxidantLVALunt, i ha de coincidir amb el centre del peric\'f3.\par La dist\'e0ncia entre la v\'e0lvula i el fons del peric\'f3 ha de ser la necess\'e0ria perqu\'e8 pugui girar el cos, un cop desmuntat l'eix d'accionament del sistema de tancament.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de la instal\'b7laci\'f3 de la v\'e0lvula s'han de netejar les superf\'edcies per unir de greix, \'f2xids i pintura, i s'ha de tenir cura que quedin ben seques.\par Els cordons de soldadura successius no han de produir osques.\par Despr\'e9s de fer un cord\'f3 de soldadura i abans de fer el seg\'fcent, cal netejar l'esc\'f2ria per mitj\'e0 d'una picola i d'un raspall.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par La normativa ha de ser l'espec\'edfica a l'\'fas a qu\'e8 es destina.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Producte semifluid per a la formaci\'f3 de revestiments flexibles, apte per a ser aplicat amb brotxa, rodet o per polvoritzaci\'f3.\par S'han considerat els tipus seg\'fcents:\par - Cautx\'fa l\'edquid per a impermeabilitzacions d'aplicaci\'f3 en fred.\par - Pol\'edmer en dispersi\'f3 aquosa\par CAUTX\'da L\'cdQUID:\par Es vulcanitza a l'aire per mineralitzaci\'f3 i es converteix en una massa consistent i el\'e0stica.\par Ha de tenir la consist\'e8ncia adequada per la seva aplicaci\'f3 amb rodet.\par Resist\'e8ncia a la temperatura: - 10\'b0C a + 100\'b0C\par Resist\'e8ncia als raigs ultraviolats: Bona\par Estabilitat qu\'edmica: Resisteix les solucions \'e0cides, No resisteix els olis o greixos\par Impermeabilitat a l'aigua (2 bar i 2,5 mm de gruix): Ha de complir\par Allargament fins el trencament: >= 300%\par POL\'cdMER:\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\par - Amb l\'92env\'e0s ple i acabat d\'92obrir, ha de quedar homogeni mitjan\'e7ant agitaci\'f3 d\'92una esp\'e0tula apropiada i no ha de tenir co\'e0guls, pells, ni dip\'f2sits durs.\par - Densitat relativa a 23\'b0C \'b1 2\'b0C (UNE 53346): 1,1 \'96 1,5 kg/dm3\par - Mat\'e8ria fixa a 105\'baC (UNE 48087): >= 50% en pes\par - Temps d'assecatge a 23\'b0C \'b1 2\'b0C i 50% \'b1 5% HR (UNE 48086): \par - Al tacte: < 3 h\par - Totalment sec: < 24 h\par Caracter\'edstiques de la pel\'b7l\'edcula seca:\par - Resist\'e8ncia a la tracci\'f3 (UNE 53165): >= 1,0 MPa\par - Allargament en el trencament (UNE 53165): >= 250%\par - Doblegat a \'96 5\'baC (UNE 533pLVAL58): Sense esquerdes\par - Resist\'e8ncia a la percussi\'f3 (UNE 53358): >= 200 mm\par - Envelliment accelerat a 70\'baC, 1000h, p\'e8rdua d\'92allargament (UNE 53104): <= 40%\par - Envelliment t\'e8rmic (UNE 53358):\par - P\'e8rdua de massa: <= 10%\par - P\'e8rdua d\'92allargament: <= 35%\par - Resist\'e8ncia als productes qu\'edmics (UNE 53358): Ha de Complir\par - Resist\'e8ncia als microorganismes (UNE 53358): Ha de Complir\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En env\'e0s herm\'e8tic.\par Ha de portar impreses les dades seg\'fcents:\par - Identificaci\'f3 del producte\par - Pes net o volum del producte\par - Data de caducitat\par - Instruccions d'\'fas\par - Limitacions de temperatura\par - Toxicitat i inflamabilitat\par CAUTX\'da L\'cdQUID:\par Emmagatzematge: en env\'e0s tancat herm\'e8ticament, protegit de la humitat, de les gelades i de la radiaci\'f3 solar directe.\par Temps m\'e0xim d'emmagatzematge: 12 mesos.\par POL\'cdMER:\par Emmagatzematge: en env\'e0s tancat herm\'e8ticament, protegit de la humitat, de les gelades i de la radiaci\'f3 solar directe, a una temperatura no superior a 5\'baC.\par Temps m\'e0xim d'emmagatzematge: 1 any\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par CAUTX\'da L\'cdQUID:\par No hi ha normativa de compliment obligatori.\par POL\'cdMER:\par *UNE 53413:1987 Pl\'e1sticos. Revestimientos flexibles a base de pol\'edmeros en dispersi\'f3n acuosa, sin armadura, para impermeabilizaciones "in situ" en la edificaci\'f3n. Caracter\'edsticas y m\'e9todos de ensayo.\par\pard\par } @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@8>^S^DFo8@8:FMOW8UBmhJi8 2 8UBmhJi: G8UBmhUO88UBmm`M8Q:8i8686Q::886::Q::8:FD:<Q:::8F@:Q:::LF@< h Q::>8866Q::>8:66Q::@8DD:Q::@JiD6Q:>:L6Q<:L<66fQ>8@88@Q>>:@6:@Q>>:@6:M Q>>:@8:><Q>>:[6<@Q>@88FW>Q>@<8FW>Q>@H8FW< Q>@M8FW> Q>@xo66:Q>L8<666Q>L<@666Q>LH<666 Q>LHOMFFQ>LM<666Q>O8886@Q>O<886@ Q>O<8@6@ Q>OFO@66Q>OMo6<6Q>Q:>@8^ Q>Q:@B8^Q>SDv^o8Q>^SD>Bk Q@88<<@8Q@8x8W6f Q@x8@b<6Q@xO@OM> Q@xOo66: Q@xSo66:Q@xW>QbDQ@xxo^YqQB8:J\WkJ\QB8>m\8bQB@J>@>@`QBx8QD:8LMOD QDF@8@86<QDJ8::6b QDL888O6QDL:8Q6^aQDM8:>J6<QDM:8><8 QDM:8:`QF8xo6M8`QF:<8:<o:@<<QF>>868J<QF>>8iQU 2QF>>:8JJ< QF>>o668< QFB@o886QFBLom86 hQFBLom^J hQFF8`8<6 QFH>6L[6QFHF8LJ6 QFHFO:>6 G QFHFQ:>6 QFHF[:J6QFHF\:J6QFHJ:LJ6QFHJLL[6 G QFHLJL[6QFL88J66 2QFQxoS66QF[<@LDo<QF[<@iQMQF[>o6:6QF^<oJ8\QH:<:UH8aQH>` QH QO888L:8QO888LD8a QO8@LBD8aQO<@<<@@a QO<@O<@@a QO@88886aQODSf:B<aQ[8<L:8:Q[8>LJ8fQ[:<H8:8Q[:>J8:8Q[<<88@8Q[:o686Q[><o686 Q[>Bo68@Q[>Bo6:6 Q[>xo6<6SHUx:@:>UO@Wo@OJa \8BFx66@\:8>:88JE\:8>F<>8\:8B8@88\:8B8@8: \:8B8@o: \:8B<@88\:8B>DD8\:8Boi68 \:8FB:8 \:8H>D:8 \:8HDF:8\:8J8688\:8J:688\:8J<688\:8J<6oU\:8Jo66`E \:8L8688\:8L<688\:8Lo66`E \:8Lo6db\:8O@F88\:8Oo668 \:8Q8O88E\:8QS688E\:8QU688E\:8U8688E\:8U:688E\:8W8688E\:8Wo688E\:8ho668E\:8ho66:E \:8x:DB6 \>@iQ666ffJoQqiQffJokJb:b:> @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@QHL<o:Db GQHOO8::sQHQ88:8> GQH[<o866QHf:o6:6QHf:omJi QHoBo66@QHx:8866QHx>JJ8F QHx>JL:>QJLUo668 hQJS<J^i8 QJS<J^i:E QJS<J^i<E QJS@JY68QJS@J^68QJS@J^i@ QJS@J^iB QJS@J^iDLQJS@omoL QJSDJ^6: QJSDJ^6<QJSDJ^i> QJ`88JJ@QJb@J^6:< QJb@J^6<< QJbJo8FBQJhOLf8J QJhOLf8LQJhOLf:MQJhOMf8J QJq[^J`8 h QJq[^J`: h QJq[^J`< h QJq[^J`> 2QJq[^J`@ QJq[^J`BLQJqmo668aQJx8o66<QJxJJi68 QLH:o:66 QM8@8L6<QM8@8M6<` QM8@8O6< QM8@o668 QM8Uo666` QM8Uo8@>`QM8\8@6: QMx<o66< QMx<o66> QO888L:8QO888LD8a QO8@LBD8aQO<@:<@@QO<@<<@@a QO@88886aQODSf:B:QODSf:h<8: $QQ@:h8@J QQB8F6>: QQO@``v< QQOJO8:8 QQOJO<68 QQOJOF8  QQOJ`OD8 QQOOo6D8  QQOOq866 QQOOqb@6 QQOOqbF6 QQ\:8OJD $QQ\:8\DD QQ\:8\JD QQ\H8<6D QQ\H8>6D QQ\H:>6D $QQ\H<>6D $QQ\MJSS QQ\b8oM6 hQQ`<L88: $QQq<8m^Q $QQq<:m^Q $QQq<m<:Q QQq>8:86 QQxU>668 RQS@J>:L8 QS@J@ R QS@JLm:> R QS@JLv@@ RQS@JMJL8 QS@Jv86@ RQS@Jv:6@ RQS@Jv<6@ R QS@L:`< QSh<S@`< QSh<SD`< QSh<SH`< QSh<bJi< QSh<bLi< QSh<o8@: QSi88>8: QU8@8@::lQU8@8F8: QU8@8L::lQU8Jo6<6 QU:868Bi QU:8:D8WlQU:8:F8WlQU:::@88lQU::WF88 QU:<6<6Wl QU:J8H6:LQU:M8<6JlQU:OH>6Jl QU<8U<6BlQU<8W>6Bl QU<8W@6BQU<8[D6BQU<:H:6BlQU<:H<6BlQU6:QU>8@O@D(QU>8@O@M(QU>8@OHH(QU>8@OHL QU>8@O[[(\:8FB:8 \:8H>D:8 \:8HDF:8\:8J8688\:8J:688\:8J<688\:8J<6oU\:8Jo66`E \:8L8688\:8Lo6db\:8O<@88\:8Oo668 \:8Q8O88E\:8QS688E\:8QS6i< R\:8QU688E\:8U8688E\:8U:688E\:8Wo688E\:8ho668E\:8ho66:E \:8x:DB6 \>@iQ666\@xi8UMo\D[@86fL`\FDF8886a\FDF888SffJ666kkffJ66UiM ffJ66Uii ffJ6iQfffJoQqiQffJo`JJMffJokJJS ffJokJb:ffJooM^Y R LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Emprimaci\'f3 pr\'e8via per a impermeabilitzacions de cautx\'fa l\'edquid.\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa. Ha de fluir i anivellar-se correctament i deixar una capa uniforme despr\'e9s de l'assecatge.\par Ha de ser compatib{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Emprimaci\'f3 pr\'e8via per a impermeabilitzacions de cautx\'fa l\'edquid.\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir una consist\'e8ncia adequada per a la seva aplicaci\'f3 amb brotxa. Ha de fluir i anivellar-se correctament i deixar una capa uniforme despr\'e9s de l'assecatge.\par Ha de ser compatible amb el material impermeabilitzant al que serveix de base.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En env\'e0s herm\'e8tic.\par Ha de portar impreses les dades seg\'fcents:\par - Identificaci\'f3 del producte\par - Pes net o volum del producte\par - Data de caducitat\par - Instruccions d'\'fas\par - Limitacions de temperatura\par - Toxicitat i inflamabilitat\par Emmagatzematge: En env\'e0s tancat herm\'e8ticament, protegit de la humitat, de les gelades i de la radiaci\'f3 solar directa.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALF{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Execuci\'f3 d'una capa de cobertura per a impermeabilitzaci\'f3 de paraments horitzontals o verticals, mitjan\'e7an l\'92aplicaci\'f3 d\'92un producte l\'edquid.\par S'han considerat els materials seg\'fcents:\par - Impermeabilitzaci\'f3 d'elements de formig\'f3 mitjan\'e7ant emulsi\'f3 bituminosa.\par - Impermeabilitzaci\'f3 de paraments d\'92obra mitjan\'e7ant cautx\'fa l\'edquid, pr\'e8via imprimaci\'f3 espec\'edfica\par - Impermeabilitzaci\'f3 de paraments amb pol\'edmer en dispersi\'f3 aquosa\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie\par - Aplicaci\'f3 de la emprimaci\'f3, en el seu cas\par - Aplicaci\'f3 successiva, amb els intervals d\'92assecat, de les capes necess\'e0ries del producte\par CONDICIONS GENERALS:\par La capa d\'92impermeabilitzaci\'f3 s\'92ha d\'92aplicar als llocs indicats als pl\'e0nols o ordenats per la DF.\par El recobriment aplicat ha de formar una capa uniforme i cont\'ednua, que ha de cobrir tota la superf\'edcie a impermeabilitzar.\par Ha de quedar ben adherit al suport.\par Ha de tenir la dotaci\'f3 prevista.\par El gruix total del recobriment, el nombre de capes i la forma d'aplicaci\'f3 han de ser les definides a la DT o en el seu defecte, les especifcades per la DF.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs en el cas de pluja, neu o si la velocitat del vent \'e9s superior a 50 km/h.\par Les aig\'fces superficials que poden afectar els treballs s'han de desviLVALar i conduir a fora de l'\'e0rea a impermeabilitzar.\par Les zones que per la seva forma puguin retenir aigua a la seva superf\'edcie s'han de corregir abans de l'execuci\'f3.\par El suport a impermeabilitzar ha d\'92haver assolit la resist\'e8ncia mec\'e0nica necess\'e0ria.\par La superf\'edcie del suport ha de estar neta de pols, d'olis i greixos, no ha de tenir material engrunat.\par El recobriment acabat s'ha de protegir del pas de les persones, equips o materials.\par IMPERMEABILITZACI\'d3 AMB CAUTX\'da L\'cdQUID:\par Els treballs s'han de realitzar a una temperatura ambient superior als 10\'b0C.\par Abans d'aplicar el producte, el suport s'ha de tractar amb una m\'e0 d'imprimaci\'f3.\par Els treballs no s'han de continuar abans que s'assequi l'imprimaci\'f3.\par IMPERMEABILITZACI\'d3 AMB POL\'cdMER:\par S\'92ha d\'92aplicar a una temperatura entre 10 i 30\'baC i una humitat relativa no superior a 80%.\par IMPERMEABILITZACI\'d3 AMB PRODUCTE ASF\'c0LTIC:\par La temperatura de treball ha de ser >= 5\'b0C.\par La dotaci\'f3 prevista s'ha d'aplicar en dues capes. La segona capa s'ha de donar quan la primera sigui seca.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par Dins d'aquesta unitat s'inclou la preparaci\'f3 de la superf\'edcie i els treballs que calguin per a la seva completa finalitzaci\'f3.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Salubridad DB-HS.\par IMPERMEABILITZACI\'d3 AMB PRODUCTE ASF\'c0LTIC:\par *Orden de 6 de febrero de 1976 por la que se aprueba el Pliego de prescripciones t\'e9cnicas generales para obras de carreteras y puentes (PG 3/75)\par\pard\par }LVALmPart reformada zona de treball 1.000 16.500 16.500 C#*D#*E#*F# 1.000 8.400 8.400 C#*D#*E#*F# 1.000 0.450 0.450 C#*D#*E#*F# 1.000 11.050 11.050 C#*D#*E#*F# 1.000 6.200 6.200 C#*D#*E#*F# 1.000 0.500 0.500 C#*D#*E#*F# 1.000 0.600 0.600 C#*D#*E#*F# 1.000 6.000 6.000 C#*D#*E#*F# 1.000 0.200 0.200 C#*D#*E#*F# 1.000 0.900 0.900 C#*D#*E#*F# vestibul 1.000 2.650 2.650 C#*D#*E#*F# 2.000 0.200 0.400 C#*D#*E#*F# 1.000 0.200 0.200 C#*D#*E#*F# aula de formaci 1.000 5.665 5.665 C#*D#*E#*F# 1.000 2.850 2.850 C#*D#*E#*F# 1.000 0.150 0.150 C#*D#*E#*F# 1.000 1.400 1.400 C#*D#*E#*F# 1.000 3.200 3.200 C#*D#*E#*F# 1.000 2.850 2.850 C#*D#*E#*F# 2.000 0.150 0.300 C#*D#*E#*F# 1.000 0.300 0.300 C#*D#*E#*F# 1.000 1.700 1.700 C#*D#*E#*F# 1.000 3.900 3.900 C#*D#*E#*F# espai de silenci 1.000 5.500 5.500 C#*D#*E#*F# 1.000 0.100 0.100 C#*D#*E#*F# 1.000 0.400 0.400 C#*D#*E#*F# 1.000 0.150 0.150 C#*D#*E#*F# 1.000 1.950 1.950 C#*D#*E#*F# 1.000 4.950 4.950 C#*D#*E#*F# 1.000 5.650 5.650 C#*D#*E#*F# 1.000 1.900 1.900 C#*D#*E#*F# 1.000 3.350 3.350 C#*D#*E#*F# 1.000 6.700 6.700 C#*D#*E#*F# 1.000 0.250 0.250 C#*D#*E#*F# magatzem 2.000 1.850 3.700 C#*D#*E#*F# 1.000 0.950 0.950 C#*D#*E#*F# 2.000 0.100 0.200 C#*D#*E#*F# rack 1.000 1.850 1.850 C#*D#*E#*F# 1.000 2.100 2.100 C#*D#*E#*F# 1.000 1.700 1.700 C#*D#*E#*F# 1.000 0.250 0.250 C#*D#*E#*F# 1.000 0.300 0.300 C#*D#*E#*F# 1.000 0.200 0.200 C#*D#*E#*F# 1.000 1.750 1.750 C#*D#*E#*F# pas 1.000 0.450 0.450 C#*D#*E#*F# 1.000 3.950 3.950 C#*D#*E#*F# 1.000 0.500 0.500 C#*D#*E#*F# 1.000 0.200 0.200 C#*D#*E#*F# 1.000 0.550 0.550 C#*D#*E#*F# 1.000 0.300 0.300 C#*D#*E#*F# 1.000 1.900 1.900 C#*D#*E#*F# 1.000 0.150 0.150 C#*D#*E#*F# Part ampliaci LVAL zona informtica 1.000 0.300 0.300 C#*D#*E#*F# 1.000 0.350 0.350 C#*D#*E#*F# 1.000 14.950 14.950 C#*D#*E#*F# 1.000 4.400 4.400 C#*D#*E#*F# 1.000 0.800 0.800 C#*D#*E#*F# 1.000 0.150 0.150 C#*D#*E#*F# zona treball 1 1.000 2.900 2.900 C#*D#*E#*F# 1.000 2.250 2.250 C#*D#*E#*F# 1.000 0.150 0.150 C#*D#*E#*F# 1.000 3.100 3.100 C#*D#*E#*F# 1.000 2.150 2.150 C#*D#*E#*F# zona treball 2 1.000 2.900 2.900 C#*D#*E#*F# 1.000 2.250 2.250 C#*D#*E#*F# 1.000 0.150 0.150 C#*D#*E#*F# 1.000 3.100 3.100 C#*D#*E#*F# 1.000 2.150 2.150 C#*D#*E#*F#  LVAL- {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par V\'e0lvules d'esfera manuals de bronze de 10 i 16 bar de pressi\'f3 nominal i connexi\'f3 soldada.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar formada per:\par - Cos amb extrems llisos per a poder soldar\par - Tancament manual mitjan\'e7ant maneta que acciona una bola prove\'efda d'un forat cil\'edndric diametral que gira 90\'b0.\par - Assentaments d'estan{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par V\'e0lvules d'esfera manuals de bronze de 10 i 16 bar de pressi\'f3 nominal i connexi\'f3 soldada.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar formada per:\par - Cos amb extrems llisos per a poder soldar\par - Tancament manual mitjan\'e7ant maneta que acciona una bola prove\'efda d'un forat cil\'edndric diametral que gira 90\'b0.\par - Assentaments d'estanquitat per a la bola.\par - Premsaestopa o anells t\'f2rics per a l'eix d'accionament.\par En el cos ha d'haver-hi gravada la pressi\'f3 de treball.\par Pressi\'f3 de prova segons pressi\'f3 nominal:\par - Pressi\'f3 nominal 10 bar: >= 15 bar\par - Pressi\'f3 nominal 16 bar: >= 24 bar\par Materials:\par V\'e0lvules amb cos de bronze:\par - Bola: Acer inoxidable\par - Elements d'estanquitat: Tefl\'f3\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Per unitats, empaquetades en caixes.\par Els extrems han d'anar protegits.\par Emmagatzematge: En llocs protegits de la intemp\'e8rie i d'impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent. LVAL Parets revestides amb tesela pasta vidre faana nord 1 1.7 .7 1.19 C#*D#*E#*F# 1 1.7 1.35 2.295 C#*D#*E#*F# 1 5.35 .7 3.745 C#*D#*E#*F# 1 5.35 1.35 7.2225 C#*D#*E#*F# faana est 1 8.4 1.35 11.34 C#*D#*E#*F# 1 4.8 1.35 6.48 C#*D#*E#*F# 1 3.7 1 3.7 C#*D#*E#*F# faana sud 1 8 1.35 10.8 C#*D#*E#*F# 1 8 .7 5.6 CParets revestides amb tesela pasta vidre faana nord 1 1.7 .7 1.19 C#*D#*E#*F# 1 1.7 1.35 2.295 C#*D#*E#*F# 1 5.35 .7 3.745 C#*D#*E#*F# 1 5.35 1.35 7.2225 C#*D#*E#*F# faana est 1 8.4 1.35 11.34 C#*D#*E#*F# 1 4.8 1.35 6.48 C#*D#*E#*F# 1 3.7 1 3.7 C#*D#*E#*F# faana sud 1 8 1.35 10.8 C#*D#*E#*F# 1 8 .7 5.6 C#*D#*E#*F# faana est 1 8.7 1.35 11.745 C#*D#*E#*F# 1 8.7 .7 6.09 C#*D#*E#*F# 1 1.85 1.35 2.4975 C#*D#*E#*F# 1 1.85 .7 1.295 C#*D#*E#*F# 1 5.4 1.35 7.29 C#*D#*E#*F# 1 5.4 .7 3.78 C#*D#*E#*F# 1 3.75 1.35 5.0625 C#*D#*E#*F# 1 3.75 .7 2.625 C#*D#*E#*F# 1 5.65 2.35 13.2775 C#*D#*E#*F# 1 5.65 .7 3.955 C#*D#*E#*F# LVAL!o G - T f  9a/[ZmSegellat de junt entre materials d'obra, amb morter sinttic deSegellat de junt entre materials d'obra, amb morter sinttic de resines epoxi, prvia imprimaci especfica i neteja del suportPont d'uni entre superficies de formig amb adhesiu de resines epoxi sense dissolvents, de dos componentsTall en paret d'obra cermica o pedra , de 6 a 8 cm de fondria, amb disc de carborndumArrencada de quadre elctric superficial, amb mitjans manuals i crrega manual sobre cami o contenidorEnderroc de peric d'obra de 60x60x100 cm, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEnderroc de xemeneia obra cermica amb revestiment incls, amb mitjans manuals i crrega manual de runa sobre cami o contenidorArrencada de planxa metl.lica i estructura de suport amb mitjans manuals i crrega manual sobre cami o contenidorArrencada de reixa metl.lica amb mitjans manuals i crrega manual sobre cami o contenidorArrencada de barana metl.lica de 90 a 110 cm d'alria, amb mitjans manuals i crrega manual sobre cami o contenidorArrencada de bastiment amb mosquitera amb mitjans manuals i crrega manual sobre cami o contenidorArrencada de full i bastiment de porta interior amb mitjans manuals i crrega manual sobre cami o contenidorArrencada de full i bastiment de balconera amb mitjans manuals i crrega manual sobre cami o contenidorArrencada de full i bastiment de finestra amb mitjans manuals i crrega manual sobre cami o contenidorEnderroc de vorera de panot, amb compressor i crrega manual de runa sobre cami o contenidorArrencada de scol cermic o de pedra, amb mitjans manuals i crrega manual de runa sobre cami o contenidorArrencada de paviment de terratzo, amb mitjans manuals i crrega manual de runa sobre cami o contenidorArrencada de paviment de pedra natural, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEnderroc de solera de formig en massa, amb compressor i crrega manual i mecnica de runa sobre cami o contenidorRascat de pintura en parets, amb mitjans manuals i crrega manual de runa sobtre cami o contenidorArrencada de cel ras i entramat de suport, amb mitjans manuals i crrega manual de runa sobre cami o contenidorArrencada d'aplacat de fusta, en llistons, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEnderroc de pared de cermica de 10 cm de gruix, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEnderroc d'env de cermica de 5 cm de gruix, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEnderroc de crcol de formig armat, a m i amb compressor i crrega manual de runa sobre cami o contenidorEnderroc de llinda d'obra cermica, amb mitjans manuals i crrega manual de runa sobre cami o contenidorCala en pati exterior per localitzaci clavegueram existent, amb mitjans mecnicsPlantaci d'arbre de fulla persistent d'alria 1,5 a 3 m en contenidor, amb cami grua, en un pendent inferior al 25 %Subministrament olivera ( olea europea ) d'alria 2.5 a 3 m, en contenidorAportaci i incorporaci de saul garbellat, a granel, amb mitjans manualsFormaci de junt de paviment de formig de 6 a 8 mm d'amplria i de 2 cm de fondria, amb mitjans mecnicsAportaci i incorporaci de terra per a jardineria vegetal adobada i garbellada, a granel, amb mitjans manualsDesactivador-reactivador EM de sobretaula, per sistema antifurts, instal.latParet estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-EN 771-3, col.locat amb morter de ciment prtland amb filler calcari, de dosificaci 1:0,5:4 (10 N/mm2) i amb una resistncia a compressi de la paret de 3 N/mm2 LVAL Per xarxa sanejament pericons 45x45 1-2-3 3 1.35 1.35 5.4675 C#*D#*E#*F# col.lectors d.160 1 5.2 .4 2.08 C#*D#*E#*F# 1 12 .4 4.8 C#*D#*E#*F# 1 9 .4 3.6 C#*D#*E#*F# Per xarxa sanejament pericPer xarxa sanejament pericons 45x45 1-2-3 3 1.35 1.35 5.4675 C#*D#*E#*F# col.lectors d.160 1 5.2 .4 2.08 C#*D#*E#*F# 1 12 .4 4.8 C#*D#*E#*F# 1 9 .4 3.6 C#*D#*E#*F# Per xarxa sanejament pericons 45x45 A 1 1.35 1.35 1.8225 C#*D#*E#*F# col.lectors 0 d.125 0 de A a 3 1 19.5 .4 7.8 C#*D#*E#*F# 1 8.5 .4 3.4 C#*D#*E#*F# de canal a 2 1 4 .4 1.6 C#*D#*E#*F# de baixant a col.lector 2-3 1 4 .4 1.6 C#*D#*E#*F# LVALAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril diAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril din de 10 espais. elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament marca auta model atf-98.LVAL/dT{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Rep\'e0s de s\'f2ls i parets de rases, pous i recal\'e7ats per aconseguir un acabat geom\'e8tric, per a una fond\'e0ria d'1,5 m fins a 4 m, com a m\'e0xim.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball (no inclou entibaci\'f3) \par - Situaci\'f3 dels punts topogr\'e0fics\par - Neteja de les parets i el fons de l\'92excavaci\'f3 per obtenir la forma geom\'e8trica corresponent\par CONDICIONS GENERALS:\par El rep\'e0s s'ha de fer just abans de l\'92abocada del formig\'f3.\par Principalment s'ha de repassar la part m\'e9s baixa de l'excavaci\'f3 i deixar-la ben aplomada, amb l'acord del fons i la paret en angle recte.\par Toler\'e0ncies d'execuci\'f3:\par - Dimensions: \'b1 5%\par - Nivells: \'b1 50 mm\par - Horitzontalitat: \'b1 20 mm/m\par - Aplomat de les parets verticals: \'b1 2\'b0\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No s'ha de treballar si plou o neva.\par S'ha d'estrebar el terreny en fond\'e0ries >= 1,30 m i sempre que apareguin capes interm\'e8dies que puguin ser propenses a esllavissaments.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural de cimientos DB-SE-C.\par\pard\par } ALVALm%{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Vidre lluna transparent, obtingut per flotaci\'f3, poliment t\'e8rmic i recuit, amb tractament de tremp t\'e8rmic.\par S'han considerat els acabats seg\'fcents:\par - LLuna incolora\par - LLuna de color filtrant\par CARACTER\'cdSTIQUES GENERALS:\par Les targes fixes han de tenir els elements de fixaci\'f3 mec\'e0nica necessaris per a la seva col\'b7locaci\'f3.\par No ha de presentar defectes superficials (d'impressi\'f3, de paral\'b7lelisme en les seves cares, marques de rodet, incrustacions, ratlles, esquerdes, etc.), ni defectes en la massa detectables a simple vista (d'homogene\'eftat, de vitrificaci\'f3, de recuita, inclusions gasoses, etc.).\par Totes les manufactures (osques, taladres, etc.) han de quedar fetes abans de trempar el vidre.\par Despr\'e9s del trempat nom\'e9s es pot fer un lleuger acabat mat amb un tractament d'\'e0cid o de sorra.\par En cas de fractura, el vidre ha de trencar en nombroses peces petites, amb les bores generalment esmussades.\par Toler\'e0ncia dimensional dels vidres trempats obtinguts per proc\'e9s de trempat horitzontal a partir de vidres de silicat sodoc\'e0lcic segons UNE-EN 572-2 (gruix=<12 mm):\par - Dimensions nominals del costat=<2000 mm: \'b1 2,5 mm\par - Dimensions nominals del costat >2000 mm i =<3000 mm: \'b1 3,0 mm\par - Dimensions nominals del costat > 3000 mm: \'b1 4,0 mm\par Donades les dimensions nominals per ampl\'e0ria i llarg\'e0ria, el plaf\'f3 de vidre acabat no ser\'e0 m\'e9s llarg que el rectangle prescrit resultant de les dimensions nominals incrementades per la toler\'e0ncia dimensionaLVAL&l, o menors que un rectangle prescrit redu\'eft per la toler\'e0ncia dimensional. Els costats dels rectangles prescrits s\'f3n paral.leles l\'92un amb l\'92altre i tenen un centre com\'fa. Els l\'edmits d\'92escaire seran tamb\'e9 els rectangles prescrits.\par Toler\'e0ncia del gruix per als vidres lluna trempats:\par - Gruix nominal de 4, 5 i 6 mm: \'b1 0,2 mm\par - Gruix nominal de 8 i 10 mm: \'b1 0,3 mm\par Toler\'e0ncia del gruix per als vidres impresos trempats:\par - Gruix nominal de 10 mm: \'b1 1,0 mm\par Planor per als vidres lluna trempats:\par - Vidre obtinguts per un proc\'e9s de fabricaci\'f3 horitzontal segons UNE-EN 572-2:\par - Guerxament total: 0,003 mm/mm\par - Guerxament local: 0,5 mm/300 mm\par El guerxament local per als vidres trempats impresos es mesurar\'e0 recolzant el regle sobre dos punts alts del vidre i mesurant la dist\'e0ncia a un altre punt alt.\par Pes:\par - Gruix 10 mm: 25 kg/m2\par - Gruix 9/11 mm: >= 22,5 kg/m2\par - Pes: \'b1 0,75 kg/m2\par - Situaci\'f3 i di\'e0metre dels forats: \'b1 1 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Protegit de manera que no s'alterin les seves caracter\'edstiques.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par Productes per a usos en un conjunt envidrat que pret\'e9n espec\'edficament donar resist\'e8ncia al foc:\par - Sistema 1: Declaraci\'f3 CE de conformitat del fabricant i Certificat de conformitat CE del producte\par Productes per a usos sotmesos a regulaci\'f3 de reacci\'f3 al foc:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par Productes per a usos sotmesos a regulaci\'f3 de prestaci\'f3 al foc exterior:\par - Sistema 3: (productes que requereixen assaig): Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat per el laboLVAL'ratori notificat\par - Sistema 4: (productes considerats que compleixen sense assaig): Declaraci\'f3 CE de conformitat del fabricant\par Productes per a us com a envidrament antibala o antiexplossi\'f3:\par - Sistema 1: Declaraci\'f3 CE de conformitat del fabricant i Certificat de conformitat CE del producte\par Productes per a altres usos lligats a riscos de seguretat en us i sotmesos a tals regulacions:\par - Sistema 3: (productes que requereixen assaig): Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat per el laboratori notificat\par Productes per a usos relacionats amb la conservaci\'f3 d\'92energia i/o l\'92atenuaci\'f3 ac\'fastica:\par - Sistema 3: (productes que requereixen assaig): Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat per el laboratori notificat\par Productes per a usos diferents dels especificats:\par - Sistema 4: (productes considerats que compleixen sense assaig): Declaraci\'f3 CE de conformitat del fabricant\par Els vidres han de portar el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol. El s\'edmbol normalitzat CE s\'92ha d\'92acompanyar de la seg\'fcent informaci\'f3:\par - N\'famero d\'92identificaci\'f3 de l\'92organisme de certificaci\'f3 (nom\'e9s per als productes amb sistema de certificaci\'f3 1)\par - Nom, marca comercial i adre\'e7a registrada del fabricant\par - Els 2 \'faltims d\'edgits de l\'91any en que es fixa el marcat\par - N\'famero de certificat de conformitat CE o del certificat de control en f\'e0brica, si procedeix\par - Refer\'e8ncia a la norma europea EN 12150-2\par - Descripci\'f3 del producte: nom gen\'e8ric, material, i \'fas previst\par - Informaci\'f3 sobre les caracter\'edstiques essencials pertinents mostrada com:\par - Valors presentats com designaci\'f3 normalitzada\par - Valors declarats i quan procedeixi, nivell o classe per a cada caracter\'eLVAL(dstica essencial:\par - Resist\'e8ncia al foc\par - Reacci\'f3 al foc\par - Comportament davant del foc exterior\par - Resist\'e8ncia a la bala\par - Resist\'e8ncia a la explosi\'f3\par - Resist\'e8ncia a la efracci\'f3 (propietats de trencament i resist\'e8ncia a l\'92atac)\par - Resist\'e8ncia a l\'92impacte del cos pendular (propietats de trencament segura i resist\'e8ncia a l\'92atac)\par - Resist\'e8ncia mec\'e0nica (canvis bruscs de temperatura)\par - Resist\'e8ncia mec\'e0nica (resist\'e8ncia al vent, neu, c\'e0rrega permanent i/o c\'e0rregues imposades)\par - A\'efllament al soroll aeri directe\par - Propietats t\'e8rmiques\par - Propietats de radiaci\'f3 (transmit\'e0ncia lluminosa i reflect\'e0ncia)\par - Propietats de radiaci\'f3 (caracter\'edstiques de la energia solar)\par - Caracter\'edstiques a les que s\'92aplica l\'92opci\'f3 \'93Prestaci\'f3 No Determinada\'94 (NPD)\par Emmagatzematge: Protegit contra les accions mec\'e0niques (cops, ratllades, sol directe, etc.) i contra les accions qu\'edmiques (impressions produ\'efdes per la humitat). S'ha de guardar en estibes de 25 cm de gruix m\'e0xim i amb un pendent del 6% respecte de la vertical. Ha de quedar separat de les altres estibes mitjan\'e7ant intercaladors i recolzat sobre travessers de fusta o d'un material protector.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie necess\'e0ria subministrada a l'obra, amidada segons les especificacions del projecte i considerant les respectives dimensions d'acord amb els criteris seg\'fcents:\par - Llarg\'e0ria i ampl\'e0ria: En m\'faltiples de 3 cm\par - Per a unitats amb una superf\'edcie inferior a 0,15 m2: S'han d'amidar 0,15 m2 per unitat\par Cal prendre el m\'faltiple immediat superior en el cas que la dimensi\'f3 no ho sigui.\par Les targes fixes inclouen els elements de fixaci\'f3 mec\'e0nica necessaris per a la seva col\'b7locaci\' LVAL( f3.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *Orden de 17 de junio de 1975 por la que se aprueba la Norma Tecnol\'f3gica de la Edificaci\'f3n NTE-PPV/1975. Particiones: Puertas de Vidrio\par *NTE-FVT/1976 Fachadas: VIDRIOS TEMPLADOS.\par UNE-EN 12150-1:2000 Vidrio para la edifcaci\'f3n. Vidrio de silicato sodoc\'e1lcico de seguridad templado t\'e9rmicamente. Parte 1: Definici\'f3n y descripci\'f3n.\par UNE-EN 12150-2:2005 Vidrio para la edificaci\'f3n. Vidrio de silicato sodoc\'e1lcico de seguridad templado t\'e9rmicamente. Parte 2: Evaluaci\'f3n de la conformidad/Norma de producto.\par\pard\par }H . L ƎEF>/?R@@R@@R@@R@@@__B0G1U020Pea p/coronament paret,g=3 cm.,13-17,5cm. amplada,amb pedra calc.nat.,tall de ser,2cant0?R@@R@@R@@R@@@__B0G1U020Pea p/coronament paret,g=3 cm.,13-17,5cm. amplada,amb pedra calc.nat.,tall de ser,2cantells escaire@ mB0G1U020ETB0G1U020Banc GISA Edificaci Obra NovaVEN.3}}AAA77333333)' 0?Gz?Gz?Gz?Gz?@9@segons UNE 5-2"%P&  __BFC15B00Tub PP-R pressi,dn 25x3,5mm,srie S 3,2 (UNE 53380-2)c@mBFC15B00ETVEN.3VEN.3      0?Q?Q?Q?Q?@L@ar"__BFWC1520Accessori p/tubs polipr.pres.d25mm,p/soldarS@uBFWC1520ETVEN.3VEN.3 0?)\(?)\(?)\(?)\(?@__B83Z1100Ganxo acer inox.p/anc.aplac.6@3uB83Z1100ETB83Z1100Banc GISA Edificaci Obra NovaVEN.3?55 0?RW@Hz3@7A`?ZӼQ@sW@@@ica amb 450 3 de__D0701911Morter ciment prtland+fill.calc. CEM II/B-L,sorra pedra granit.,450kg/m3 ciment,1:3,15N/mm2,elab.a @m3D0701911ECD0701911Banc GISA Edificaci Obra NovaVEN.3CCC99555555+'"0?= ףp= @= ףp= @= ףp= @= ףp= @@d7L /L p5L 5L 5L 5L 5L 5L 5L 5L __B0714000Morter sinttic res.epoxi"Morter sinttic de resines epoxikgB0714000ETB0714000Banc_GISA_Rehabilitaci_2008_vVEN.3`VV       0?Q@Q@Q@Q@@__B75Z1100Imprim.prv.p/imperm.cautx lq.?@1kgB75Z1100ETB75Z1100Banc GISA Edificaci Obra NovaVEN.3E;; 0?zG@zG@zG@zG@@__B7521000Cautx lq.p/imperm.*@0kgB7521000ETB7521000Banc GISA Edificaci Obra NovaVEN.39// 0?333333?333333?333333?333333?@@)!__B44Z502JAcer A/42-B, perf.lam. L,LD,T,rod,quad,rectang,treb. taller+galv.u@/kgB44Z502JETVEN.3VEN.3+!!  0?\(\3@\(\3@\(\3@\(\3@@__A013E000Ajudant vidrierAjudant vidrierhA013E000EMA013E000Banc GISA Edificaci Obra NovaVEN.3C99 LVALRpe+{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Aportaci\'f3 i estesa de materials per al condicionament del terreny.\par S'han considerat els materials seg\'fcents:\par - Gr\'e0nuls de poliestir\'e8\par - Argila expandida\par - Palet de riera\par - Saul\'f3\par - Sorra\par - Terra vegetal, de bosc, \'e0cida o volc\'e0nica\par - Roldor de pi\par - Torba\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Aportaci\'f3 del material corrector\par - Incorporaci\'f3 al terreny del material corrector\par CONDICIONS GENERALS:\par El material aportat ha de formar una barreja uniforme amb els altres components i amb el substrat existent, si \'e9s el cas.\par Els gr\'e0nuls de poliestir\'e8, l'argila expandida, el palet de riera, el saul\'f3 o la sorra aportats, no han de tenir impureses ni mat\'e8ria org\'e0nica.\par La terra, el roldor de pi o la torba aportats, no han de tenir elements estranys ni llavors de males herbes.\par Quan la superf\'edcie final acabada \'e9s poc drenant, ha de tenir els pendents necessaris per a evacuar l'aigua superficial.\par Toler\'e0ncies d'execuci\'f3:\par - Anivellament: \'b1 3 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par L'aportaci\'f3 s'ha de fer en capes de gruix uniforme i paral\'b7leles a l'explanada, sense produir danys a les plantacions existents.\par L'estesa s'ha de fer abans o a la vegada que les feines d'acondicionament del terreny.\par Els gr\'e0nuls de poliestir\'e8 s'han d'abocar sota dels altres components i s'han de barrejar immediatament.\par Quan la superf\'edcie final \'e9s drenant, s'ha de comprov LVAL ar que la base t\'e9 els pendents suficients per a l'evacuaci\'f3 de l'aigua superficial.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum amidat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALqpe.{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Terres, substrats i mulch per al condicionament del s\'f2l.\par S'han considerat els tipus seg\'fcents:\par - Terra vegetal no adobada\par - Terra vegetal\par - Terra de bosc\par - Terra \'e0cida\par - Terra volc\'e0nica\par - Roldor de pi\par - Encoixinament per a hidrosembra\par TERRA VEGETAL:\par No ha de tenir elements estranys ni llavors de males herbes.\par La terra no adobada ha de ser natural, provinent de la capa superficial d'un terreny i amb un alt contingut de mat\'e8ria org\'e0nica.\par La terra adobada ha de ser natural, provinent de la capa superficial d'un terreny i amb incorporaci\'f3 d'adobs org\'e0nics.\par Mida dels materials petris: <= 20 mm\par Mida dels terrossos:\par - Terra vegetal garbellada: <= 16 mm\par - Terra vegetal no garbellada: <= 40 mm\par Composici\'f3 granulom\'e8trica:\par - Sorra: 50 - 75%\par - Llim i argila: < 30%\par - Cal\'e7: < 10%\par - Mat\'e8ria org\'e0nica (MO): 2% <= MO <= 10%\par Composici\'f3 qu\'edmica:\par - Nitrogen: 1/1000\par - F\'f3sfor total (P2O5 assimilable): 150 ppm (0,3%)\par - Potasi (K2O assimilable): 80 ppm (0,1/1000)\par - pH: 6 <= pH <= 7,5\par TERRA DE BOSC O TERRA \'c0CIDA:\par Terra natural provinent de la capa superficial d'un bosc de plantes acid\'f2files.\par Composici\'f3 granulom\'e8trica:\par - Sorra: 50 - 75%\par - Llim i argila: < 30%\par - Cal\'e7: < 10%\par - Mat\'e8ria org\'e0nica: > 4%\par Composici\'f3 qu\'edmica:\par - Nitrogen: 1/1000\par - F\'f3sfor total (P2O5 assimilable): 150 ppm (0,3%)\par - Potasi (K2O assimilable): 80 ppm (0,1/1000)\par - pHLVALyyyD DD ; ra AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, ambInterruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segInterruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, per a muntar en perfil dinInterruptor automtic magnetotrmic de 16 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, per a muntar en perfil dinVidriera AI.01d'alumini plata natural mate de Technal serie XXXXXXX o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5,mecanismes i ferratges ( joc de tiradors d'acer inox Pba programa 200 d.20mm, pany i clau ). Balconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges i barra antipnic tipus push. Vidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox.Vidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria iidos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox.Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. Mecanisme ocult de retrocs per portes batents fora 2-4 ( ref 99728 ) i guia amb retenci mecnica ( ref. 99141 ) mod. Geze Boxer.FLVALV: 5 <= pH <= 6,5\par TERRA VOLC\'c0NICA:\par Terra natural de terrenys eruptius, provinent d'abocador.\par Granulometria: 4 - 16 mm\par Cal\'e7: < 10%\par Densitat aparent seca: 680 kg/m3\par ROLDOR DE PI:\par Escor\'e7a de pi triturada i completament fermentada.\par Cal\'e7: < 10%\par pH: 6\par Densitat aparent seca: 230 kg/m3\par ENCOIXINAMENT HIDROSEMBRES:\par Encoixinament de fibra semi-curta compost de cel\'b7lulosa desfibrada, palla de cereal triturada i paper reciclat.\par No ha d'afectar a la germinaci\'f3 i posterior desenvolupament de les llavors.\par Grand\'e0ria m\'e0xima: 25 mm\par Composici\'f3:\par - Cel\'b7lulosa desfibrada: 40%\par - Palla de cereal: 50%\par - Paper reciclat: 60%\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par TERRA VEGETAL, DE BOSC, \'c0CIDA O ROLDOR DE PI:\par Subministrament: En sacs o a granel.\par Als sacs hi han de figurar les seg\'fcents dades:\par - Identificaci\'f3 del producte\par - Nom del fabricant o marca comercial\par - Pes net\par Emmagatzematge: De manera que no s'alterin les seves caracter\'edstiques.\par TERRA VOLC\'c0NICA:\par Subministrament: A granel.\par Emmagatzematge: De manera que no s'alterin les seves caracter\'edstiques.\par ENCOIXINAMENT HIDROSEMBRES:\par Subministrament: En bales empaquetades.\par Emmagatzematge: De manera que no s'alterin les seves caracter\'edstiques.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALzm0{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Tancament de vidre trempat, incolor o de color filtrant, tractada al \'e0cid o sense tractament, amb o sense fulles batents, col\'b7locat amb fixacions met\'e0l\'b7liques.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Subministrament i col\'b7locaci\'f3 de les fixacions mec\'e0niques dels vidres fixos\par - Segellat dels vidres fixos\par - Subministrament i col\'b7locaci\'f3 de les fulles batents sobre els mecanismes pr\'e8viament col\'b7locats\par - Neteja del conjunt\par CONDICIONS GENERALS:\par Les fulles han de quedar al nivell i al pla previstos.\par Les unions entre les llunes i entre lluna i paviment, brancal o llinda, han de quedar fetes per mitj\'e0 de peces i ferraments met\'e0l\'b7lics.\par No ha d'existir contacte directe entre vidre i vidre, vidre i metall, ni entre vidre i formig\'f3.\par Entre les peces met\'e0l\'b7liques i les llunes hi ha d'haver una placa de material el\'e0stic.\par Les peces met\'e0l\'b7liques han de quedar fixades per mitj\'e0 de cargols.\par Franqu\'edcia de les portes amb la instalaci\'f3:\par - Franqu\'edcia superior: 3 mm\par - Franqu\'edcia inferior: 7 mm\par - Franqu\'edcia lateral: 2 mm\par Toler\'e0ncies d'execuci\'f3:\par - Aplomat: \'b1 2 mm\par - Franqu\'edcia porta-obertura: \'b1 2 mm\par - Alineaci\'f3 dels punts de gir i pomel\'b7les: \'b1 2 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La fulla s'ha de col\'b7locar una vegada fixats els punts de gir inferior i superior.\par S'ha de col\'b7locar sobre les plaques de l LVAL es pomel\'b7les, amb les seves contraplaques, comen\'e7ant per la inferior.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par La partida inclou la col\'b7locaci\'f3 de les fixacions mec\'e0niques de les targes fixes.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *Orden de 17 de junio de 1975 por la que se aprueba la Norma Tecnol\'f3gica de la Edificaci\'f3n NTE-PPV/1975. Particiones: Puertas de Vidrio\par *NTE-FVT/1976 Fachadas: VIDRIOS TEMPLADOS.\par\pard\par } LVALPlaca exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors Placa exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors i tarjeter doble. presentacio en alumini extrusionat de 130 mm. dimensions placa 262x130 mm. marca auta decor- f s3 101, d'un polsador. totalment instal.lada i encastada. LVALTelfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'Telfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'obertura lateral que permet accionar l'obreportes sense necessitat de despenjar. s'instal" la amb cable de 4 conductors. instal" lat i comprovat. model: pe202003 LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor6(?1 l F   . x  W:b9uY5`.*.01Enguixats i arrebossats[BB>/6610Protecci i seguretatYBB>/5509Protecci contra incendi\BB>/44@06Audiovisuals, dades i controlaBB>/33@05Climatitzaci i ventilaci^BB>/ zG@03EstructuraNBB>/03Serveis afectatsTBB>/9903JardineriaNBB>/22@03ElectricitatPBB>/ \(@02Envolvent sobre rasantZBB>/11@02AiguaIBB>/  02Elements divisris horitzontalscBB>/* *fffffb@02Revestiments de paraments horitzontalsjBB>/ w@01FonamentsMBB>/0001SanejamentNBB>/ 01Envolvent sota rasantYBB>/) )01Revestiments de paraments verticalsgBB>/ 01Moviment de terresVBB>/01Seguretat i salutUBB>/7701EquipamentNBB>/ 01Elements divisris verticals`BB>/01EnderrocsMBB>/88(\@01UrbanitzaciPBB>/(\@08UrbanitzaciPBB>/07EquipamentNBB>/@06Sistema de condicionaments i instal.lacionsoBB>/  fffffb@05Sistema d'acabats interiors_BB>/  04Sistema de compartimentaci_BB>/03Residus de construcciZBB>/  \(@03Sistema envolventUBB>/  zG @02Sistema estructuralWBB>/02Residus d'enderrocVBB>/01Seguretat i salutUBB>/  01Moviment de terresVBB>/01Residus d'excavaciWBB>/00EnderrocsMBB>/SSSeguretat i salutUBB>/G@OBObraHBB>/GRGesti de residusUBB>/G@01Pressupost VEN.3TBB>/ LVAL. > Partida alada d'abonament ntegre en conjepte d'ajuts del raPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacions de climatitzacio i ventilacioPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons projectePartida alada a justificar per la Seguretat i Salut a l'obra, en base a l'Estudi i el Pla de Seguretat i Salut.Neteja superficial de parament aplacat de tesela de pasta de vidre amb raig d'aigua a pressi, de 60 fins a 100 barNeteja de parament de pedra amb raig d'aigua a pressi, de 60 fins a 200 barCel ras de plaques de fibres vegetals fonoabsorbents, acabat fibra vegetal de viruta de fusta ablomerada amb magnesita tipus Herakustic o equivalent, de 60x120 cm i 35 mm de gruix, amb entramat vist lacat, amb cantell recte i suspensi autoanivelladora de barra roscadaLVALFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'ampladFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniques @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@J68:`666\9J68:`666\;J68:`666\>J68:`666\@J68:`666\CJ68:`666\GJ68:`666\JJ68:`666\kJ68:`666\J68:`666\J68:`666\J68:b666J68:f666VJ68:f666J68:f666J68:f666 J68:f666 J68<<666J68<<666+J68<<666J68<<666J68<<666"J68<<666J68<>666J68<>666J68<>666J68<>666)J68<>6660J68<>6665J68<>666AJ68<>666A J68<>6669J68<>666`&J68<>666-J68<@666-J68<@666AJ68<@666$J68<@666J68<@666\6J68<D666JJ68<D666A&J68<D666J68<D666`"J68<D666`1J68<D666`wJ68<D666a*J68<D666akJ68<D666J68<D666 J68<D666J68<D666J68<D666J68<D666]J68<D666֑J68<D666֞J68<D666֩J68<D666= 60 micres; <= 1,2 mm\par HIDROFUGACI\'d3 DE PARAMENTS:\par No ha de quedar alterat el color original de la superf\'edcie tractada\par ANTIGRAFFITI:\par El recobriment, un cop sec, ha de cobrir totes les irregularitats del suport, per tal de garantir que el graffiti sLVALJ\'92adherir\'e0 sobre el vern\'eds i no sobre el suport protegit.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs en cas de pluja, neu o si la velocitat del vent \'e9s superior a 50 km/h.\par Si un cop realitzats els treballs es donen aquestes condicions, s'ha de revisar la feina feta 24 h abans i s'han de refer les parts afectades.\par Les superf\'edcies d'aplicaci\'f3 han de ser netes i sense pols, taques ni greixos.\par La superf\'edcie no ha de tenir fissures ni parts engrunades.\par El sistema d'aplicaci\'f3 del producte s'ha d'escollir d'acord amb les instruccions del fabricant i l'autoritzaci\'f3 de la DF.\par S'han d'evitar els treballs que desprenguin pols o part\'edcules prop de l'\'e0rea a tractar, abans, durant i despr\'e9s de l'aplicaci\'f3.\par ANTICARBONATACI\'d3:\par S\'92han d\'92aturar els treballs si es donen les condicions seg\'fcents:\par - Temperatures inferiors a 8\'baC\par - Humitat relativa de l\'92aire > 80%\par No s\'92ha d\'92aplicar sobre superf\'edcies humides.\par El suport ha d'estar suficientment sec i endurit per tal de garantir una bona adher\'e8ncia. Ha de tenir una humitat inferior al 6% en pes.\par S'han de neutralitzar els \'e0lcalis, les efloresc\'e8ncies, les floridures i les sals.\par Quan s\'92apliqui sobre morters a base de ciment i resines sint\'e8tiques, aquests hauran de tenir una antiguitat de 5 dies com a m\'ednim.\par Quan s\'92apliqui sobre suports molt absorbents s\'92ha de diluir la primera capa amb un 5% d\'92aigua.\par HIDROFUGACI\'d3 DE PARAMENTS:\par S\'92han d\'92aturar els treballs si es donen les condicions seg\'fcents:\par - Temperatures superiors a 35\'baC\par - Humitat relativa de l\'92aire superior a 85%\par No es pot hidrofugar sobre suports sobreescalfats o amb rosada.\par S'han d'eliminar els elements de poca adher\'e8ncia i les incrustacions, mitjan\'e7ant el raspallat.\par Abans de l\'92aplicaci\'f3 del producte, el suport s\'92ha de tractar amb una capa d\'92imprimaci\'LVALKf3 penetrant i segelladora.\par Si el parament s'ha tractat pr\'e8viament amb algun producte, el tractament a aplicar ha de ser compatible amb aquell.\par Si pr\'e8viament s'ha utilitzat un consolidant per tractar el parament, s'han de deixar passar quinze dies abans d'aplicar l'hidrofugant.\par Es far\'e0 un assaig previ sobre una petita superf\'edcie del parament a tractar per tal de comprovar que l'hidrofugant escollit t\'e9 el seg\'fcent comportament:\par - Redueix l'absorci\'f3 d'aigua en m\'e9s d'un 70%\par - \'c9s compatibles amb el material sobre el que s'aplica\par - Reversible\par - Admet posteriors aplicacions de consolidants e hidrorrepelents, en el cas que fos necessari\par - No forma barreres de vapor\par - \'c9s transpirable en el sentit dintre-f\'f3ra i impermeable en el sentit fora-dintre\par - No altera el color del material sobre el que s'aplica\par El nombre de capes a aplicar es far\'e0 en funci\'f3 de la porositat del suport.\par ANTIGRAFFITI:\par S\'92han d\'92aturar els treballs si es donen les condicions seg\'fcents:\par - Temperatures inferiors a 10\'baC\par - Temperatura del suport inferior a 3\'baC per damunt de la temperatura de condensaci\'f3\par - Humitat relativa de l\'92aire superior a 80%\par El suport ha d\'92estar suficientment sec i endurit.\par S\'92han de desbastar mec\'e0nicament les superf\'edcies sense porositat ni rugositat per tal de garantir l\'92adher\'e8ncia del vern\'eds.\par Cal aplicar una capa pr\'e8via de decapant, per tal d\'92eliminar les restes de pintura del suport a tractar.\par Abans de l\'92aplicaci\'f3 del producte, el suport s\'92ha de tractar amb una capa d\'92imprimaci\'f3 penetrant i segelladora.\par Quan el revestiment estigui format per mes d'una capa, la primera capa s'ha d'aplicar lleugerament dilu\'efda, segons les instruccions del fabricant.\par No s'admet la utilitzaci\'f3 de procediments artificials d'assecatge.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie real amidada segons les especificacions de la DT.\ LVAL par Deducci\'f3 de la superf\'edcie corresponent a obertures:\par - Obertures <= 1 m2: No es dedueix\par - Obertures entre 1 i 2 m2: Es dedueix el 50%\par - Obertures > 2 m2: Es dedueix el 100%\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALAllament trmic d'escuma elastomrica sense halgens, per a canonades de 35 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximAllament trmic d'escuma elastomrica sense halgens, per a canonades de 35 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 37 mm, amb una conductivitat trmica a 0 C de 0,040 W/mK i no propagador de la flama, amb grau de dificultat alt i col.locat superficialmentLVALAllament trmic d'escuma elastomrica sense halgens, per a canonades de 42 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximAllament trmic d'escuma elastomrica sense halgens, per a canonades de 42 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 44 mm, amb una conductivitat trmica a 0 C de 0,040 W/mK i no propagador de la flama, amb grau de dificultat alt i col.locat superficialmentLVALT O{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Revestiments realitzats amb rajola, aplicats en paraments verticals, interiors o exteriors, en faixes exteriors, horitzontals o verticals i arrimadors.\par S\'92han considerat els revestiments seg\'fcents:\par - Enrajolat amb rajola cer\'e0mica esmaltada\par - Trencad\'eds amb trossos irregulars de rajola de diferents colors\par - Enrajolat amb rajola cer\'e0mica vidrada, rajola de val\'e8ncia o rajola reproducci\'f3 de rajola existent, en interiors\par S'han considerat els morters seg\'fcents:\par - Morter adhesiu\par - Morter p\'f2rtland 1:4, nom\'e9s per a paraments d'al\'e7\'e0ria inferior o igual a 3 m\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig de l'especejament en el parament\par - Col\'b7locaci\'f3 de les peces fixades amb morter sobre el suport\par - Rejuntat dels junts\par - Neteja del parament\par CONDICIONS GENERALS:\par En el revestiment acabat no hi ha d'haver peces esquerdades, escantonades ni tacades.\par Les peces han de quedar ben adherides al suport i han de formar una superf\'edcie amb la planor i l'aplomat previstos.\par El color i la textura, en revestiments fets amb peces de forma regular, ha de ser uniforme en tota la superf\'edcie.\par L'especejament ha de complir les especificacions subjectives requerides per la DF.\par S'han de respectar els junts estructurals.\par Els junts del revestiment han d'estar rejuntats amb beurada de ciment gris o blanc i, eventualment, colorants, si la DF no fixa d\'92altres condicLVALPions.\par Cal preveure junts de dilataci\'f3, que s'han de segellar amb silicona.\par Si el revestiment \'e9s fet a l'exterior ha de quedar protegit contra la penetraci\'f3 de l'aigua entre les peces i el parament.\par Entre el revestiment i qualsevol sortint del parament s'ha de deixar un junt segellat amb silicona.\par Superf\'edcie de revestiment entre junts de dilataci\'f3: <= 20 m2\par Junts:\par +-----------------------------------------------------+\par \'a6 Situaci\'f3 \'a6 Dist\'e0ncia entre \'a6 Ampl\'e0ria dels \'a6\par \'a6del parament \'a6 junts de dilataci\'f3 \'a6junts de dilataci\'f3\'a6\par \'a6 \'a6 (m) \'a6 (mm) \'a6\par \'a6-------------\'a6--------------------\'a6------------------\'a6\par \'a6 Interior \'a6 <= 8 \'a6 >= 10 \'a6\par \'a6 Exterior \'a6 <= 3 \'a6 >= 10 \'a6\par +-----------------------------------------------------+\par Gruix del morter:\par +---------------------------------+\par \'a6Tipus de morter \'a6Gruix del morter\'a6\par \'a6 \'a6 (mm) \'a6\par \'a6----------------\'a6----------------\'a6\par \'a6 Morter \'a6 10 - 15 \'a6\par \'a6 Morter adhesiu \'a6 2 - 3 \'a6\par +---------------------------------+\par ENRAJOLAT:\par Els junts del revestiment han de ser rectes.\par Ampl\'e0ria dels junts i planor:\par +------------------------------------------------------------------------+\par \'a6 Tipus rajola \'a6 Situaci\'f3 \'a6 Ampl\'e0ria junts\'a6 Toler\'e0ncia\'a6 Planor \'a6\par \'a6 \'a6 parament \'a6 (mm) \'a6 (mm) \'a6(mm/2 m) \'a6\par \'a6---------------------\'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6Comuna d'elaboraci\'f3 \'a6 interior \'a6 >= 1 \'a6 \'b1 0,5 \'a6 \'b1 2 \'a6\par \'a6mec\'e0nica o fina, \'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6val\'e8ncia, esmaltada o\'LVALna6 exterior \'a6 >= 1 \'a6 \'b1 1 \'a6 \'b1 2 \'a6\par \'a6vidriada \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6---------------------\'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6Comuna d'elaboraci\'f3 \'a6 interior \'a6 >= 5 \'a6 \'b1 2 \'a6 \'b1 4 \'a6\par \'a6 manual \'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6 \'a6 exterior \'a6 >= 5 \'a6 \'b1 2 \'a6 \'b1 4 \'a6\par \'a6---------------------\'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6Refract\'e0ria o Gres \'a6 - \'a6 - \'a6 \'b1 1 \'a6 \'b1 2 \'a6\par +------------------------------------------------------------------------+\par Toler\'e0ncies d'execuci\'f3:\par - Paral\'b7lelisme entre els eixos dels junts: \'b1 1 mm/m\par - Horitzontalitat dels junts (amidada sobre els eixos dels junts): \'b1 2 mm/2 m\par - Verticalitat dels junts (amidada sobre els eixos dels junts): \'b1 2 mm/2 m\par TRENCAD\'cdS:\par La composici\'f3 del trencad\'eds ha de seguir les especificacions indicades a la DT\par Ha de tenir la distribuci\'f3 de formes i condicions de planor i aplomat previstos.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs quan la temperatura sobrepassi els l\'edmits de 5\'b0C i 35\'b0C, la velocitat del vent sigui superior a 50 km/h o plogui. Si un cop executat el treball es donen aquestes condicions, s'ha de revisar la feina feta durant les darreres 48 hores, i s'han d'enderrocar i refer les parts afectades.\par La rejuntada s'ha de fer al cap de 24 h.\par ENRAJOLAT:\par Cal barrejar les peces de caixes diferents per tal d'evitar difer\'e8ncies de tonalitat.\par COL\'b7LOCACI\'d3 AMB MORTER ADHESIU:\par L'arrebossat s'ha d'haver adormit, ha de tenir una humitat < 3% i ha d'estar lliure de sals solubles que puguin impediXXXXXXXXXXXXXXXXXXXXX\δ ` d  h   l  p  ttt x$|(((((,ĄĄĄĄĄĄĄĄĄĄĄĄĄĄ0ÈÈÈ488888888888888<@<753-(& 333333?V-7@?333333?EQ51U001A013A000@@:53-(& ?@??EQ51U001BQ51U001@@:53-(& .@Lu@?.@1G6TTMC1A012H000@@:53-(& &1?Aȓk??&1?E89ABBJ0B8ZAA000@@:53-(& p= ף?&@?p= ף?E89ABBJ0A012D000@@:53-(& RQ?jM@?RQ?E89ABBJ0B89ZB000@@:53-(& ?sh|????E89ABBJ0A013D000@@:53-(& ?= ףp%@??E8L3UA1KA0122000@@:53-(& ?p= c@??E8L3UA1KA0140000@@:53-(& ?Hz'A@??E8L3UA1KB0GAB1L0@@:53-(& ?|гY???EN3464P7%NAAA1A@<753-(& Q?䃞ͪ@?Q?EN3464P7A012M000@@:53-(& Q?>W[@?Q?EN3464P7A013M000@@:53-(& ?Q6@??EN3464P7BN346420@@:53-(& )\(?W[??Q?EFC15B22A013M000@@:53-(& Q?䃞ͪ??Q?EFC15B22A012M000@@:53-(& ?Q???EFC15B22BFYC1520@@:53-(& RQ?镲 q??RQ?EFC15B22BFC15B00@@:53-(& 333333?%C??333333?EFC15B22BFWC1520@@:53-(& 333333?(\u@?333333?EAF5AI01B7J50010@@:53-(& ?l@??EAF7AL03BAF7AL03@@:53-(& $@@?$@E83B5BHBB83Z1100@@:53-(& ?x&1'@??E83B5BHBA0140000@@:53-(& ?ʡE<@??E83B5BHBA0127000@@:53-(& /nR? Y??/nR?E83B5BHBD0701911@@:53-(& /$?ek}??/$?E83B5BHBD0701641@@:53-(& Q?q= ףp??Q?E83B5BHBB9CZ1000@@:53-(& )\(?iP@?)\(?E83B5BHBB0G19B0B@@:53-(& J4?+yp??J4?K7J510PBB0907100@@:53-(& zG?{/L ??zG?K7J510PBB0714000@@:53-(& ?Cl @??K7J510PBA0140000@@:53-(& ?d;O@??K7J510PBA0127000@@:53-(& ?K7???E7851510B75Z1100@@:53-(& @L#@?@E7851510B7521000@@:53-(& {Gz?St$??{Gz?E7851510A013D000@@:53-(& ?d;O@??E7851510A012D000@@:53-(& ?333333???E4425124B44Z502J@@:53-(& RQ?jM@?RQ?E89BABJ0B89ZB000@@:53-(& ?sh|????E89BABJ0A013D000@@:53-(& p= ף?&@?p= ף?E89BABJ0A012D000@@:53-(& &1?Aȓk??&1?E89BABJ0B8ZAA000@@:53-(& Q?k (@?Q?E81136L1A0122000@@:53-(& HPsג?x@??HPsג?E81136L1D070A8B1@@:53-(&x*L| * T ~ $ p  b  2~PB4`@{G؊@ 010EHT1U020" 7.000 7`@{G؊@ 010EHT1U020" 7.000 7.000`@{G؊@ 009EHT1U020" 7.000 7.000`@{G؊@ 008EHT1U020" 7.000 7.000`@{G؊@ 007EHT1U020" 7.000 7.000`@{G؊@ 006EHT1U020" 7.000 7.000`@{G؊@ 005EHT1U020" 7.000 7.000`@{G؊@ 004EHT1U020" 7.000 7.000`@{G؊@ 003EHT1U020" 7.000 7.000`@{G؊@ 002EHT1U020"_D@ɉ@ID006EG31J7064@6.HH<61/*_I@w@ID005EG31H506Y@5.HH<61/*_`h@33333/@ID004EG31G306H@4.HH<61/*_ @(\X@ID003EG1515229@3.HH<61/*_9@Hs@ 002EG2D940AE@2.HH<61/*_ @RQB@ID001EG23030H1@1.HH<61/*^9@Hs@ID011EG2D940A$@0.HH<61/*^A@Ad@ 010EG31H406$@/.HH<61/*^33333u@RŎ@  009EG31G306@ HH<61/*^@@Qޕ@ 008EG329306 72 18 1296 C#*D#*E#*F# hh<61/*^X@-@  007EG329206^@-.HH<61/*^D@33333s@  006EG2C130A%@,.HH<61/*^@)\D@ 005EG151B22" 2.000 2.000 C#*D#*E#*F# jj<61/*^@@p= Sy@ID004EG151522@ HH<61/*^A@y[@ 003EG21281H$@+.HH<61/*^9@PQ@ID002EG21271H$@*.HH<61/*^0p@)\m@ID001EG222511@ HH<61/*b?(\u$@   007EG63D15RO@).HH<61/*b?(\&@ 006EG62D19J#@(.HH<61/*b@ףp= a@ 005EG6431F1#@'.HH<61/*bW@(\n@ 004EG6211SKn@mHH<61/*b?Q6@ 003EG6211SE-@&.HH<61/*b@ U@  002EG6211SH" 4.000 4.000 C#*D#*E#*F# jj<61/*b.@= 0.025 m2K/W\par Conductivitat t\'e8rmica (UNE-EN 12667 o UNE-EN 12939): <= 0.060 W/mK\par Les caracter\'edstiques de l\'92element han de complir les especificacions de la UNE-EN 13162.\par Sobre la mateixa planxa, sobre l\'92etiqueta o sobre l\'92embalatge, han de figurar de forma clara i ben visible, les dades seg\'fcents:\par - Identificaci\'f3 del producte\par - Identificaci\'f3 del fabriLVALYcant\par - Data de fabricaci\'f3\par - Identificaci\'f3 del torn i del lloc de fabricaci\'f3\par - Classificaci\'f3 segons la reacci\'f3 al foc (determinada segons UNE-EN 13501-1)\par - Resist\'e8ncia t\'e8rmica (determinada segons UNE-EN 12667 o UNE-EN 12939)\par - Conductivitat t\'e8rmica (determinada segons UNE-EN 12667 o UNE-EN 12939)\par - Gruix nominal (determinat segons UNE-EN 823)\par - Codi de designaci\'f3 segons el cap\'edtol 6 de la UNE-EN 13162\par - Han de portar el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol\par - Llarg\'e0ria i ampl\'e0ria nominals\par - Tipus de revestiment, en el seu cas\par Toler\'e0ncies:\par - Llarg\'e0ria nominal: \'b1 2%\par - Ampl\'e0ria nominal: \'b1 1.5%\par Les toler\'e0ncies del gruix han de complir l\'92especificat en la UNE-EN 13162.\par PLANXES O PANNELLS:\par - Escairat (UNE-EN 824): \'b1 5 mm/m\par - Planor (UNE-EN 825): \'b1 6 mm\par FELTRE O PLACA AMB REVESTIMENT D'ALUMINI:\par Permeabilitat al vapor d'aigua:\par - Feltre amb paper kraft d'alumini: <= 0,4 g cm/cm2 dia mm hg\par - Placa: Nul\'b7la\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Embalat en rotlles en el cas de feltres o mantes o planxes primes i embalat en paquets, en el cas d\'92elements m\'e9s r\'edgids com pannells o planxes.\par Si el material ha de ser component de la part cega del tancament exterior d\'92un espai habitable, el fabricant ha de declarar el valor del factor de resist\'e8ncia a la difusi\'f3 del vapor d\'92aigua (assajat segons UNE-EN 12086).\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par Productes destinats a usos no subjectes a reglamentaci\'f3 sobre reacci\'f3 al foc:\par - Sistema 3: Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials deLVAL tipus, realitzat pel laboratori notificat\par Productes per a usos subjectes a reglamentaci\'f3 sobre reacci\'f3 al foc, que en el seu proc\'e8s de producci\'f3 s\'92ha aplicat una millora en la classificaci\'f3 de reacci\'f3 al foc, classificats en classes A1, A2, B i C:\par - Sistema 1: Declaraci\'f3 CE de conformitat del fabricant i Certificat de conformitat CE del producte\par Productes per a usos subjectes a reglamentaci\'f3 sobre reacci\'f3 al foc, que en el seu proc\'e8s de producci\'f3 no s\'92ha aplicat cap millora en la classificaci\'f3 de reacci\'f3 al foc, classificats en classes A1, A2, B i C i productes classificats en classes D i E:\par - Sistema 3: Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat pel laboratori notificat\par Productes per a usos subjectes a reglamentaci\'f3 sobre reacci\'f3 al foc, que no necessiten realitzar l\'92assaig de reacci\'f3 al foc, classificats en classes de A1 a E i productes classificats en classe F:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par El fabricant ha de facilitar, si se li demana, el certificat de conformitat dels valors declarats evaluats segons la UNE-EN 13172.\par Emmagatzematge: Apilats horitzontalment sobre superf\'edcies planes i netes, protegits de les pluges i les humitats.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 13162:2002 Productos aislantes t\'e9rmicos para aplicaciones en la edificaci\'f3n. Productos industriales de lana mineral (MW). Especificaci\'f3n.\par\pard\par } LVAL ues del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par } LVAL Per sabates de 90x90 P1/P2/P3/P4/P5/P6/P11/P12/P13 9.000 0.900 0.900 0.700 5.103 C#*D#*E#*F# Per sabates 100x100 P8/P9/P10 3.000 1.000 1.000 0.700 2.100 C#*D#*E#*F# Per sabates 120x60 P7 1.000 1.200 0.600 0.700 0.504 C#*D#*E#*F# Per traves 0.000 0.000 C#*D#*E#*F# P1.P2 1.000 2.100 0.400 0.700 0.588 C#*D#*E#*F# P2.P3/P3.P4/P4.P5/P5.P6 4.000 2.850 0.400 0.700Per sabates de 90x90 P1/P2/P3/P4/P5/P6/P11/P12/P13 9.000 0.900 0.900 0.700 5.103 C#*D#*E#*F# Per sabates 100x100 P8/P9/P10 3.000 1.000 1.000 0.700 2.100 C#*D#*E#*F# Per sabates 120x60 P7 1.000 1.200 0.600 0.700 0.504 C#*D#*E#*F# Per traves 0.000 0.000 C#*D#*E#*F# P1.P2 1.000 2.100 0.400 0.700 0.588 C#*D#*E#*F# P2.P3/P3.P4/P4.P5/P5.P6 4.000 2.850 0.400 0.700 3.192 C#*D#*E#*F# P7.P8 1.000 2.900 0.400 0.700 0.812 C#*D#*E#*F# P8.P9/P9.P10/P10.P11 3.000 2.850 0.400 0.700 2.394 C#*D#*E#*F# P12/P13 1.000 3.500 0.400 0.700 0.980 C#*D#*E#*F# P1.P7 1.000 5.300 0.400 0.700 1.484 C#*D#*E#*F# P5.P10/P6.P11 2.000 4.750 0.400 0.700 2.660 C#*D#*E#*F# P10.P13 1.000 4.700 0.400 0.700 1.316 C#*D#*E#*F# P11.P12 1.000 2.700 0.400 0.700 0.756 C#*D#*E#*F# ]@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@8>^S^DFo#8@8:FMOW8UBmhJi8l8UBmhJi:l8UBmhUO8R8UBmm`M8RQ:8i86866Q::886::0Q::8:FD: Q:::8F@:3Q:::8F@:EQ:::LF@<FQ:::LF@<HQ::>8866Q::>8:66Q::>8:66Q::@8DD:Q::@8DD:Q::@JiD6Q:>:L6Q<:@8@W> L-Q<:L<66fQ<:L<66f L.Q>8@88@#Q>>:@6:@#Q>>:@6:MQ>>:@8:>9Q>>:[6<@Q>@88FW>#Q>@<8FW>#Q>@M8FW># Q>@xo66:#Q>L8<666#Q>L<@666#Q>LM<666#Q>O8886@#Q>O<886@# Q>O<8@6@# Q>OFO@66# Q>OMo6<6#Q>Q:>@8^ L,Q>Q:@B8^Q>SDv^o8*Q@8x8W6fQ@xO@OM>Q@xOo66: Q@xSo66:Q@xW>QbD Q@xxo^Yq QB8:J\WkJ\QB8>m\8bQB@J>@>@$QBx8J6QDM:8><88:%QF8xo6M8)QF:<8:<o:@<QF>>868JQF>>8iQU Y+QF>>:8JJ!QF>>o668"QFB@o886 QFBLom86 QFBLom^J QFF8`8<64QFF8`8<6 L3QFH>6L[6%QFHF8LJ6/QFHF8LJ6 L4QFHFO:>6 QFHFQ:>6 QFHF[:J6-QFHF\:J6#QFHJ:LJ6.QFHJLL[6 QFHLJL[6MQFL88J66 )QFQxoS662QF[<@LDoQF[<@iQM LQF[>o6:6 LQF^<oJ8\ 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\:8x:DB6,\>@iQ666#\@xi8UMo'\D[@86fL;\FDF8886S\FDF8886.\FDF888S7ffJ666kk,ffJ66UiM%ffJ66Uii$ffJ6iQf)ffJoQqiQffJo`JJMRffJokJJS ffJokJb:ffJooM^Y YLVALc_{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Platina de coure electrol\'edtic recuit i nu de fins a 1000 mm2 de secci\'f3 i 1400 A d'intensitat m\'e0xima.\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Ha de tenir una superf\'edcie llisa de secci\'f3 constant.\par No ha de tenir esquerdes, rugositats, plecs, estries, inclusions ni d'altres defectes que perjudiquin la seva solidesa.\par No ha de tenir impureses d'\'f2xid de sulfur o mat\'e8ries extranyes ni d'altres productes qu\'edmics utilizats en el proc\'e9s de decapatge.\par Resistivitat: <= 0,017 Ohm mm2/m\par Densitat a 20\'b0C: >= 8,89 g/cm3\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Llarg\'e0ria segons comanda.\par Cada platina ha de portar de forma indeleble i ben visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Secci\'f3 nominal\par - Llarg\'e0ria de la pe\'e7a\par Emmagatzematge: En llocs protegits de la pluja i la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e4LVALD0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }LVAL=mc{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Esp\'e8cies vegetals subministrades a peu d'obra.\par S'han considerat els tipus seg\'fcents:\par - Arbres\par - Plantes de temporada\par S'han considerat les formes de subministrament seg\'fcents:\par - En contenidor\par - Amb l'arrel nua\par - Amb pa de terra\par CARACTER\'cdSTIQUES GENERALS:\par L'esp\'e8cie vegetal s'ha d'adquirir en un viver acreditat i legalment reconegut o, en tot cas, en empreses de reconeguda solv\'e8ncia.\par Ha de respondre als car\'e0cters que determinen la seva esp\'e8cie i la varietat cultivada.\par La relaci\'f3 entre l'al\'e7aria i el tronc ha de ser proporcional.\par L'al\'e7\'e0ria, l'amplaria de la copa, la llarg\'e0ria de les branques, les ramificaci\'f3ns i el fullatge, han de correspondre a l'edat de l'individu, segons l'esp\'e8cie-varietat.\par L'esp\'e8cie vegetal no ha de tenir malalties, ni atacs de plagues. No ha de presentar ferides o desperfectes a la seva part a\'e8ria o radical, ni s\'edmptomes d'haver-los patit anteriorment.\par El sistema radical ha de ser proporcionat a l'esp\'e8cie,edat i mida de la planta.\par Quan el subministrament \'e9s sense contenidor, les arrels han de presentar talls nets i recents sense ferides ni macadures.\par La substituci\'f3 nom\'e9s s'ha de realitzar amb l'autoritzaci\'f3 de la DF.\par La tija ha de mostrar el seu port natural, amb la ramificaci\'f3 i la frondositat pr\'f2pies de la seva esp\'e8cie i mida.\par Les fulles han de presentar un bon estat vegetatiu.\par L'al\'e7\'e0ria correspon a la dist\'e0ncia des del coll de l'arrel fins a la part m\'e9s distant al maDLVALTLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 horLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 hora d'autonomia, per a cobrir una superfcie aproximada de 40 m2, amb un grau de protecci IP 423, col.locat enrasat en sostre o paret, marca DAISALUX model Hydra N5S amb caixa Ref. KET Hydra KEP Hydra o equivalent LVAL* {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'accessoris per a conductors de coure, conductors d'alumini tipus VV 0,6/1 Kv, rodons de coure, platines de coure o canalitzacions conductores.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a: conductors de coure, conductors de coure nus, conductors d'alumini, rodons de coure, platines de coure, canalitzacions o conductors de segur{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'accessoris per a conductors de coure, conductors d'alumini tipus VV 0,6/1 Kv, rodons de coure, platines de coure o canalitzacions conductores.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a: conductors de coure, conductors de coure nus, conductors d'alumini, rodons de coure, platines de coure, canalitzacions o conductors de seguretat, i no han de fer disminuir, en cap cas, la seva qualitat i bon funcionament.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metre o d'altres dimensions\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt d'accessoris necessaris per al muntatge d'1 m de conductor de coure, d'1 m de conductor de coure nu, d'1 m de conductor d'alumini, d'1 m de rod\'f3 de coure, d'1 m de platina de coure, d'1 m de canalitzaci\'f3 o d'1 m de conductor de seguretat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALdteix.\par Les arrels han de donar, com a m\'ednim, una volta a la seva base.\par Si el subministrament \'e9s en esqueix la seva llarg\'e0ria ha de ser: 2,5 - 8 cm\par ARBRES:\par La circumfer\'e8ncia correspon al per\'edmetre mesurat a un metre del coll de l'arrel.\par Per als arbres de tronc m\'faltiple, el per\'edmetre total es la suma dels per\'edmetres individuals.\par Quan el subministrament \'e9s en contenidor o amb pa de terra, les arrels han de tenir el pa de terra adequat per a l'esp\'e8cie i mida de l'arbre.\par Al\'e7aria del pa de terra:\par - Arbres de fulla caduca: Di\'e0metre del pa de terra x 0,7\par - Arbres de fulla persistent: Di\'e0metre del pa de terra x 1,2\par No es poden admetre plantes amb talls visibles de les arrels superiors a 1/8 del per\'edmetre del tronc.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Si les condicions atmosf\'e8riques o del transport s\'f3n molt desfavorables, s'ha de protegir tamb\'e9 la part a\'e8ria.\par Quan el subministrament \'e9s amb l'arrel nua, aquesta ha d'estar retallada i amb abundant pres\'e8ncia d'arrels secund\'e0ries.\par Quan el subministrament \'e9s en esqueix, s'ha d'evitar que aquest perdi la seva humitat durant el transport i subministrament; per aix\'f2 s'ha de col\'b7locar dins d'envoltants de pl\'e0stic o en unitats nebulitzadores.\par S'ha de subministrar acompanyada de:\par - La guia fitosanit\'e0ria corresponent\par - Etiqueta amb el nom bot\'e0nic i grand\'e0ria correcta\par - Proced\'e8ncia comercial del material vegetal\par - Assenyalada la part nord de la planta al viver\par SUBMINISTRAMENT EN CONTENIDOR:\par El contenidor ha de ser de mida i caracter\'edstiques adients a l'esp\'e8cie i/o varietat i a la mida de la planta.\par El contenidor s'ha de retirar just abans de la plantaci\'f3.\par Ha de ser suficientment r\'edgid per aguantar la forma del pa de terra.\par Volum m\'ednim del contenidor:\par +------------------------------------------+\par \'a6 Per\'edmetre \'a6 ArbrezLVALs fulla \'a6 Arbres fulla \'a6\par \'a6 (cm) \'a6 caduca \'a6 persistent \'a6\par \'a6-----------\'a6--------------\'a6---------------\'a6\par \'a6 6-8 \'a6 15 l \'a6 10 l \'a6\par \'a6 8-10 \'a6 15 l \'a6 10 l \'a6\par \'a6 10-12 \'a6 25 l \'a6 15 l \'a6\par \'a6 12-14 \'a6 25 l \'a6 15 l \'a6\par \'a6 14-16 \'a6 35 l \'a6 25 l \'a6\par \'a6 16-18 \'a6 35 l \'a6 35 l \'a6\par \'a6 18-20 \'a6 50 l \'a6 50 l \'a6\par \'a6 20-25 \'a6 50 l \'a6 80 l \'a6\par +------------------------------------------+\par SUBMINISTRAMENT AMB PA DE TERRA:\par Quan \'e9s sense protecci\'f3, el pa de terra ha d'estar intacte, compacte i ple d'arrels i proporcionat a la seva part a\'e8ria.\par Quan \'e9s protegit amb malla met\'e0l\'b7lica i guix, aquesta protecci\'f3 ha de constituir una envoltant de guix armat.\par Quan \'e9s protegit amb guix, aquesta protecci\'f3 ha de constituir una envoltant de guix compacte.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par *NTJ 07A:1994 Normes Tecnol\'f2giques de Jardineria i Paisatgisme. Subministrament del material vegetal. Qualitat general.\par ARBRES DE FULLA PERSISTENT:\par *NTJ 07E:1997 Normes Tecnol\'f3giques de Jardineria i Paisatgisme. Subministrament del material vegetal. Arbres de fulla perenne.\par\pard\par }6LVALJJPart reformada perimetral de faana zona de treball 1 .45 2.95 1.3275 C#*D#*E#*F# 1 16.55 2.95 48.8225 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 5.4 2.95 15.93 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 .5 2.95 1.475 C#*D#*E#*F# 1 9.1 2.95 26.845 C#*D#*E#*F# -3 .5 1.6 2.25 -5.4 C#*D#*E#*F# aula de formaci 1 1.35 2.95 3.9825 C#*D#*E#*F# 1 3.3 2.95 9.735 C#*D#*E#*F# -1 .5 1.6 2.25 -1.8 C#*D#*E#*F# 2 2.85 2.95 16.815 C#Part reformada servei adaptat 1 1.55 2.95 4.5725 C#*D#*E#*F# entrada serveis 1 1.55 2.95 4.5725 C#*D#*EPart reformada servei adaptat 1 1.55 2.95 4.5725 C#*D#*E#*F# entrada serveis 1 1.55 2.95 4.5725 C#*D#*E#*F# entrada serveis dones 1 1.55 2.95 4.5725 C#*D#*E#*F# aula formaci-espai silenci 1 1.2 2.4 2.88 C#*D#*E#*F# Part reformada servei adaptat 1 1.3 .8 1.04 C#*D#*E#*F# Part ampliaci sala mquinaria 1 4.4 3.15 13.86 C#*D#*E#*F# 1 1.6 3.15 5.04 C#*D#*E#*F# Part reformada perimetral de faana zona de treball 1 .45 2.95 1.3275 C#*D#*E#*F# 1 16.55 2.95 48.8225 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 5.4 2.95 15.93 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 .5 2.95 1.475 C#*D#*E#*F# 1 9.1 2.95 26.845 C#*D#*E#*F# -3 .5 1.6 2.25 -5.4 C#*D#*E#*F# aula de formaci 1 1.35 2.95 3.9825 C#*D#*E#*F# 1 3.3 2.95 9.735 C#*D#*E#*F# -1 .5 1.6 2.25 -1.8 C#*D#*E#*F# 2 2.85 2.95 16.815 C#*D#*E#*F# 2 2.75 2.95 16.225 C#*D#*E#*F# 1 4.9 2.95 14.455 C#*D#*E#*F# espai silenci 1 2 2.95 5.9 C#*D#*E#*F# 1 5 2.95 14.75 C#*D#*E#*F# -3 .5 1.45 2.25 -4.89375 C#*D#*E#*F# 1 5.7 2.95 -3 -50.445 C#*D#*E#*F# -3 .5 1.45 2.95 -6.41625 C#*D#*E#*F# 1 1.9 2.95 5.605 C#*D#*E#*F# 1 3.4 2.95 -2 -20.06 C#*D#*E#*F# .5 1.45 2.25 1.63125 C#*D#*E#*F# 1 6.7 2.95 19.765 C#*D#*E#*F# -3 .5 1.45 2.25 -4.89375 C#*D#*E#*F# per divisries magatzem 1 1.95 2.95 5.7525 C#*D#*E#*F# 1 1.1 2.95 3.245 C#*D#*E#*F# 1 1.9 2.95 5.605 C#*D#*E#*F# Part ampliaci perimetral faanes zona informtica 1 15 3 45 C#*D#*E#*F# 3 .6 0 0 C#*D#*E#*F# 1 1 3 3 C#*D#*E#*F# 1 .3 3 .9 C#*D#*E#*F# zona treball 1 1 2.95 3 8.85 C#*D#*E#*F# 1 3.6 3 10.8 C#*D#*E#*F# -1 .5 1.35 2.25 -1.51875 C#*D#*E#*F# zona treball 2 1 2.95 3 8.85 C#*D#*E#*F# 1 3.6 3 10.8 C#*D#*E#*F# -1 .5 1.35 2.25Part reformada servei adaptat 1 1.3 .8 1.04 C#*D#*E#*F# Part ampliaci sala mquinaria 1 4.4 3.15 13.86 C#*D#*E#*F# 1 1.6 3.15 5.04 C#*D#*E#*F# H 7 3M3Ͷ   0?Hz3@Hz3@Hz3@Hz3@@__A013B000Ajudant estucadorAjuda0?Hz3@Hz3@Hz3@Hz3@@__A013B000Ajudant estucadorAjudant estucadorhA013B000EMA013B000Banc GISA Edificaci Obra NovaVEN.3G== 0?????`@__BDY3B900Element munt. p/tub PVC,D=160mm2@(2uBDY3B900ETBDY3B900Banc GISA Edificaci Obra NovaVEN.3B88 0?zG@zG@zG@zG@`@A"__BD7FP360Tub PVC-U paret massissa,sanejam.pressi,DN=160mm,PN=6bar,p/uni anella elastom.@mBD7FP360ETBD7FP360Banc GISA Edificaci Obra NovaVEN.3sii---## 0?(\ @(\ @(\ @(\ @`@dP-||||||||__C133A0J0Pic vibrant,plac.30x33cm$@'2hC133A0J0EQC133A0J0Banc GISA Edificaci Obra NovaVEN.3<22 0?\@\@\@\@@@@@__BC1GU154Vidre allant de dos vidres laminars de seguretat incolors, amb classificaci de resistncia a l'imp@m2BC1GU154ETVEN.3VEN.3MCC99999555555+' 0?\(Z@\(Z@\(Z@\(Z@@@stncia a l'impamanual nivel__BC1GU000Vidre allant 2vidres seg.,inc.,nivell A,g=3+3 i 3+3,cm.aire 8mm@m2BC1GU000ETBC1GU000Banc GISA Edificaci Obra NovaVEN.3f\\    0?GzG@GzG@GzG@GzG@@@ 5+5 mm de gruixb classifica__BC151C00Vidre lam.segur.2 llunes,5+5mm,resist.imp.A,butiral transparent@m2BC151C00ETBC151C00Banc GISA Edificaci Obra NovaVEN.3dZZ 0?N@N@N@N@@@__BAN5AL03Bastiment de base per a vidriera Al.3, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bas{@#uBAN5AL03ETVEN.3VEN.3KAA77777333333)' 0?QJ@QJ@QJ@QJ@@@ 6+6 mm de gruixb classifica__BC151D00Vidre lam.segur.2 llunes,6+6mm,resist.imp.B,butiral transparent@ m2BC151D00ETBC151D00Banc GISA Edificaci Obra NovaVEN.3dZZ 0?@@@@q@ bbdf@kly__B8ZA1000Segelladora SegelladorakgB8ZA1000ETVEN.3VEN.3 LVALmi{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Subministrament d'esp\'e8cies vegetals dins de l'obra fins al punt de plantaci\'f3.\par S'han considerat els tipus seg\'fcents:\par - Barreges de cespitoses\par - Arbres\par - Arbusts\par - Palmeres i palmiformes\par - Con\'edferes i resinoses\par - Plantes de temporada\par - Planta viva\'e7 de fulla caduca o persistent\par - Plantes crasses o suculentes\par - Plantes aqu\'e0tiques\par S'han considerat les formes de subministrament seg\'fcents:\par - Barreges de cespitoses\par - En barreja de llavors\par - En pa d'herba\par - En esqueix\par - Palmeres, palmiformes, con\'edferes i resinoses:\par - En contenidor\par - Amb pa de terra\par - Arbres\par - En contenidor\par - Amb pa de terra\par - Amb l'arrel nua\par - Arbusts\par - En contenidor\par - Amb pa de terra\par - Amb l'arrel nua\par - En safates\par - Planta viva\'e7 de fulla caduca o persistent\par - En contenidor\par - Amb l'arrel nua\par - En bulbs\par - En safates\par - En llavors\par - En esqueix\par - En pa d'herba\par - Planta crassa suculenta o aq\'fc\'e0tica:\par - En contenidor\par - Amb l'arrel nua\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Barreges de cespitoses\par - Transport de l'esp\'e8cie vegetal dins de l'obra fins al punt de plantaci\'f3 definitiu\par - Emmagatzematge provisional, en el seu cas\par - Totes les feines necess\'e0ries per a que l'esp\'e8cie vegetal arribi al punt de plantaci\'f3 definitiu en bones condicions\par - Arbres, arbusts i plantes:\par - Transport de l'esp\'e8cie vegetal dins de l'o e"Ж y O a { p }  syCXTDg_ K7IMPERMEABILITZACIONS, ALLAMENTS I FORMACI DE JUNTSPOBanc_GISA_Rehabilitaci_2008_vD@ G K7JJUNTS I SEGELLANTSPOBanc_GISA_Rehabilitaci_2008_v`$ G K7J5SEGELLATS DE JUNTSPOBanc_GISA_Rehabilitaci_2008_va%! 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Caso3/ G FR3CONDICIONAMENT QUMIC I BIOLGIC DEL SLPOBanc GISA Edificaci Obra Novav:6 G FR3PAPORTACI DE TERRES I SUBSTRATS PER A JARDINERIAPOBanc GISA Edificaci Obra NovaC? G B032SAULONSETBanc GISA Edificaci Obra NovaV G FR6PLANTACIPOBanc GISA Edificaci Obra NovaW G FR64PLANTACI D'ARBRES DE FULLA PERSITENTPOBanc GISA Edificaci Obra Novat84 G FR4SUBMINISTRAMENT DE PLANTESPOBanc GISA Edificaci Obra Novah,( G FR45SUBMINISTRAMENT D'ARBRES DE FULLA PERSISTENTPOBanc GISA Edificaci Obra Nova{?; G BR4PLANTESETBanc GISA Edificaci Obra NovaU G BR45ARBRES DE FULLA PERSISTENTETBanc GISA Edificaci Obra Novai-) G A016PEONSEMReforma CAP 'El Castell' . CasT G BR3PTERRES I SUBSTRATS PER A JARDINERIAETReforma CAP 'El Castell' . Casr62 G BR3CONDICIONADORS QUMICS DEL SLETReforma CAP 'El Castell' . Casl0, G BRMATERIALS PER A JARDINERIA I PER A MESURES CORRECTORES D'IMPACTE AMBIENTALETReforma CAP 'El Castell' . CasZV G ER3PAPORTACI DE TERRES I SUBSTRATS PER A JARDINERIAPOReforma CAP 'El Castell' . CasC? G ER3CONDICIONAMENT QUMIC I BIOLGIC DEL SLPOReforma CAP 'El Castell' . Casv:6 G ERJARDINERIAPOReforma CAP 'El Castell' . CasV GLVALjbra fins al punt de plantaci\'f3 definitiu\par - Emmagatzematge i plantaci\'f3 provisional, en el seu cas\par - Totes les feines necess\'e0ries per a que l'esp\'e8cie vegetal arribi al punt de plantaci\'f3 definitiu en bones condicions\par CONDICIONS GENERALS:\par Les seves caracter\'edstiques no han de quedar alterades pel seu transport i la seva manipulaci\'f3.\par CESPITOSES EN BARREJA DE LLAVORS:\par Les llavors s'han de rebre envasades i etiquetades amb el nom i n\'famero del productor autoritzat, nom bot\'e0nic de l'esp\'e8cie vegetal, puresa, poder germinatiu i pes.\par CESPITOSES EN PA D'HERBA O ESQUEIX:\par L'esp\'e8cie vegetal ha de complir les especificacions fixades al seu plec de condicions referides al cultiu, estat fitosanitari, aspecte i presentaci\'f3.\par Han de presentar un pa de terra compacte i molt travat per les arrels de manera uniforme en tota la superf\'edcie, especialment a les vores.\par S'ha d'evitar l'acci\'f3 directa del vent i del sol sobre la part a\'e8ria.\par ARBRES, ARBUSTS I PLANTES:\par L'esp\'e8cie vegetal ha de complir les especificacions fixades al seu plec de condicions referides al cultiu, estat fitosanitari, aspecte i presentaci\'f3.\par S'ha d'evitar l'acci\'f3 directa del vent i del sol sobre la part a\'e8ria.\par SUBMINISTRAMENT EN CONTENIDOR:\par L'al\'e7\'e0ria de les esp\'e8cies vegetals correspon:\par - En palmeres i palm\'edferes: a la dist\'e0ncia des del coll de l'arrel fins al punt d'inserci\'f3 dels palmons\par - En arbres i arbusts: a la dist\'e0ncia des del coll de l'arrel fins a la part m\'e9s distant al mateix\par La circumfer\'e8ncia dels arbres correspon al per\'edmetre mesurat a un metre del coll de l'arrel.\par La Palmera i la Washingtonia s'han de presentar amb les fulles lligades i les exteriors retallades.\par L'esp\'e8cie vegetal s'ha de rebre en un contenidor i un pa de terra, en el seu cas, proporcionats a la seva part a\'e8ria.\par La planta no ha de presentar s\'edmptomes d'haver tingut arrels fora del contenidor.\par L'LVALkaigua de l'estany o de la font on visquin les plantes aqu\'e0tiques ha d'estar neta, no ha de ser salina ni calc\'e0ria i ha de tenir una temperatura temperada.\par El pa de terra ha de ser compacte i ple d'arrels secund\'e0ries.\par SUBMINISTRAMENT EN BULB:\par El bulb o rizoma ha de tenir la mida i l'estructura adient per a poder desenvolupar-se i germinar per ell mateix.\par El bulb o rizoma, un cop feta la seva manipulaci\'f3 d'extracci\'f3, ja sigui del terreny o de la seva base o mare, s'ha de conservar de manera que no comenci l'arrelament i la germinaci\'f3 i, per tant, la seva despesa de reserves aliment\'e0ries, abans de ser plantat.\par SUBMINISTRAMENT AMB PA DE TERRA:\par Quan \'e9s sense protecci\'f3, el pa de terra ha d'estar compacte i ple d'arrels secund\'e0ries, proporcionat a la seva part a\'e8ria.\par Quan \'e9s protegit amb malla met\'e0l\'b7lica, aquesta ha de mantenir compacte el pa de terra.\par Quan \'e9s protegit amb guix, el guix de protecci\'f3 ha de ser compacte.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Les plantes han d'emmagatzemar-se al viver de l'obra segons el tipus, varietat i dimensions, de tal manera que possibiliti un control i verificaci\'f3 continuats de les exist\'e8ncies.\par Quan el subministrament \'e9s en contenidor, amb l'arrel nua o amb pa de terra i no es pot plantar immediatament, s'ha de disposar d'un lloc d'aclimataci\'f3 controlat per la DF S'ha d'habilitar una rasa on s'ha d'introduir la part radical, cubrint-la amb palla, saul\'f3 o algun material por\'f3s que s'ha d'humitejar degudament. Alhora s'ha de disposar de proteccions pel vent fort i el sol directe.\par Quan el subministrament \'e9s en safates o en bulbs i no es pot plantar inmediatament, s'ha de disposar d'un lloc d'aclimataci\'f3 controlat per la DF.\par Quan el subministrament \'e9s amb pans d'herba, aquests s'han de descarregar a la zona a cubrir i s'han de posar el mateix dia.\par En el transport de les palmeres i palmiformes s'ha d'evitar l'aLVALlcci\'f3 directa de l'aire i del sol sobre la part a\'e8ria, i sobre la part radical si el pa de terra no t\'e9 protecci\'f3.\par SUBMINISTRAMENT AMB L'ARREL NUA:\par S'ha de subministrar amb les arrels nues i retallades i amb abundant pres\'e8ncia d'arrels secund\'e0ries.\par Quan es subministran arbres, arbusts i plantes aqu\'e0tiques, aquests han d'anar desprovistos de fullatge i amb una esporgada de la part a\'e8ria proporcional a la part radicular.\par SUBMINISTRAMENT EN ESQUEIX:\par S'ha d'evitar que l'esqueix perdi la seva humitat durant el seu transport i la seva manipulaci\'f3. S'ha de col\'b7locar dins d'envoltats de pl\'e0stic o en unitats nebulitzadores.\par Si no es pot plantar immediatament s'ha de mantenir amb les condicions d'humitat adequades.\par BARREJA CESPITOSES EN ESQUEIX:\par Els esqueixos s'han de confeccionar a partir de les gleves.\par Nom\'e9s es pot portar a peu d'obra la quantitat de gleves per a confeccionar els esquixos que es puguin plantar en una jornada.\par PA D'HERBA:\par Nom\'e9s es pot portar a peu d'obra la quantitat que es pugui plantar en una jornada.\par Quan \'e9s subministrat en rotlles, no s'han d'apilar m\'e9s de cinc al\'e7ades i s'han de col\'b7locar creuats per capes.\par CESPITOSES EN BARREJA DE LLAVORS:\par Si no es sembra inmediatament s'ha de disposar en un lloc protegit de les inclem\'e8ncies atmosf\'e8riques, sec i ventilat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par SUBMINISTRAMENT EN CONTENIDOR, PA DE TERRA, EN SAFATES, EN BULB O AMB L'ARREL NUA:\par Unitat mesurada segons les especificacions de la DT.\par SUBMINISTRAMENT EN LLAVORS:\par kg mesurats segons les especificacions de la DT.\par SUBMINISTRAMENT EN PA D'HERBA O EN ESQUEIX:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par *NTJ 07A:1994 Normes Tecnol\'f2giques de Jardineria i Paisatgisme. Subministrament del material vegetal. Qualitat general.\par ARBRES DE FULLA CADUCA:\par *NTJ 07D:1LVAL996 Normes Tecnol\'f2giques de Jardineria i Paisatgisme. Subministrament del material vegetal. Arbres de fulla caduca.\par ARBRES DE FULLA PERSISTENT:\par *NTJ 07E:1997 Normes Tecnol\'f3giques de Jardineria i Paisatgisme. Subministrament del material vegetal. Arbres de fulla perenne.\par ARBUSTS:\par *NTJ 07F:1998 Normes Tecnol\'f2giques de Jardineria i Paisatgisme. Subministrament del material vegetal. Arbusts.\par ENFILADISSES:\par *NTJ 07I:1995 Normes Tecnol\'f2giques de Jardineria i Paisatgisme. Subministrament del material vegetal. Enfiladisses.\par BARREJA CESPITOSES:\par *NTJ 08S:1993 Normes Tecnol\'f2giques de Jardineria i Paisatgisme. Implantaci\'f3 del material vegetal. Sembres i gespes.\par CON\'cdFERES I RESINOSES:\par *NTJ 07C:1995 Normes Tecnol\'f2giques de Jardineria i Paisatgisme. Subministrament del material vegetal. Con\'edferes i resinoses.\par PALMERES:\par *NTJ 07P:1997 Normes Tecnol\'f2giques de Jardineria i Paisatgisme. Subministrament del material vegetal. Palmeres.\par\pard\par }6X\ ʹʹ` d  h hh l  p  t x$|(,048<<< (@ ףp= q@?(@1G6TQGD1A012H000@@:53-(& (@@m@?(@1G6TQGD1A013H000@@:53-(& Q?Zڊ@?Q?EG415DJJA012H000@@:53-(& ?333333@??EG415DJJA013H000@@:53-(& ?(\???EG415DJJBGW41000@@:53-(& ?ffffff[@??EG415DJJBG415DJJ@@:53-(& ?)\L@??EG42429HBG42429H@@:53-(& ?ףp= ???EG42429HBGW42000@@:53-(& ?333333@??EG42429HA013H000@@:53-(& ffffff?+@?ffffff?EG42429HA012H000@@:53-(& ?V-@??EG415D5CA012H000@@:53-(& ?333333@??EG415D5CA013H000@@:53-(& ?R1@??EG415D5CBG415D5C@@:53-(& ?(\???EG415D5CBGW41000@@:53-(& ?(\???EG415D57BGW41000@@:53-(& ?{G:2@??EG415D57BG415D57@@:53-(& ?333333@??EG415D57A013H000@@:53-(& ?V-@??EG415D57A012H000@@:53-(& ?V-@??EG415D99A012H000@@:53-(& ?333333@??EG415D99A013H000@@:53-(& ?(\???EG415D99BGW41000@@:53-(& ?ףp= W3@??EG415D99BG415D99@@:53-(& ?V-@??EG415D9BA012H000@@:53-(& ?333333@??EG415D9BA013H000@@:53-(& ?(\???EG415D9BBGW41000@@:53-(& ?Q^3@??EG415D9BBG415D9B@@:53-(& ?)\lx@??EG1AU030BG1AU030@@:53-(& ffffff?L+@?ffffff?EG1AU030A013H000@@:53-(& ffffff?+/@?ffffff?EG1AU030A012H000@@:53-(& ?ףp= ???EG4252JHBGW42000@@:53-(& ?= ףpma@??EG4252JHBG4252JH@@:53-(& ?Q&@??EG4252JHA012H000@@:53-(& ?333333@??EG4252JHA013H000@@:53-(& ?Q@??EGDZ1102A012H000@@:53-(& ?@??EGDZ1102A013H000@@:53-(& ?)\(#@??EGDZ1102BGDZ1102@@:53-(& /$?sh|@?/$?EGD1421EA013H000@@:53-(& /$??,@?/$?EGD1421EA012H000@@:53-(& ?333333@??EGD1421EBGD14210@@:53-(& ?= ףp=@??EGD1421EBGYD1000@@:53-(& RQ?:M ??RQ?EG380907BG380900@@:53-(& ?p= ף???EG380907BGY38000@@:53-(& ?333333@??EG380907A013H000@@:53-(& ?V-@??EG380907A012H000@@:53-(& ?Q???EG3B5402BGW3B000@@:53-(& ?(\@??EG3B5402BG3B5400@@:53-(& )\(?)\(??)\(?EG3B5402A013H000@@:53-(&@LVALPr l'adher\'e8ncia del morter adhesiu.\par El morter adhesiu s'ha de preparar i aplicar segons les instruccions del fabricant. S'ha d'aplicar sobre superf\'edcies de menys de 2 m2 i s'ha de marcar aquesta superf\'edcie amb una aplanadora dentada (les dents han de tenir entre 5 i 8 mm de fond\'e0ria).\par COL\'b7LOCACI\'d3 AMB MORTER P\'d2RTLAND O REFRACTARI:\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter.\par El morter s'ha d'estendre per tota la bescara de la pe\'e7a.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par En revestiment de paraments, amb deducci\'f3 de la superf\'edcie corresponent a obertures d'acord amb els criteris seg\'fcents:\par - Obertures <= 1,00 m2: No es dedueixen\par - Obertures > 1,00 m2 i <= 2,00 m2: Es dedueix el 50%\par - Obertures > 2,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, o que es dedueixin parcialment, l\'92amidament inclou la feina de fer els retorns, com brancals, llindes, etc. En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVALCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armaduraCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera LVALArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, supoArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, suport de carrils, marc frontal amb targes perforades, sistema d'etiquetat, obturadors i col.lector terra/neutre, amb porta transparent, pany i clau, de dimensions 550x900x175 mm, col.locat LVAL KG  Pintat cel ras plaques cartr guix Part ampliaci zona de treball 2 .6 3.6 4.32 C#*D#*E#*F# 1 1.35 .15 .2025 C#*D#*E#*F# 2 .6 3.6 4.32 C#*D#*E#*F# 1 1.35 .15 .2025 C#*D#*E#*F# zona informtica 1 2 11.8 23.6 C#*D#*E#*F# 1 .45 6.1 2.745 C#*D#*E#*F# 1 1 5.35 5.35 C#*D#*E#*F# 1 .75 5.35 4.0125 C#*D#*E#*F# 1 .75 5.35 4.0125 C#*D#*E#*F# 1 2 5.35 10.7 C#*D#*E#*F# Part reformada zona de treball 1 10.6 1.Part reformada servei adaptat 1 2.65 2.6 6.89 C#*D#*E#*F# 1 1.95 2.6 5.07 C#*D#*E#*F# 1 2.45 2.6 6.37 C#*D#*E#*F# -1 .9 2.25 -2.Part reformada servei adaptat 1 2.65 2.6 6.89 C#*D#*E#*F# 1 1.95 2.6 5.07 C#*D#*E#*F# 1 2.45 2.6 6.37 C#*D#*E#*F# -1 .9 2.25 -2.025 C#*D#*E#*F# 1 .3 2.6 .78 C#*D#*E#*F# 1 .2 2.6 .52 C#*D#*E#*F# 1 1.65 2.6 4.29 C#*D#*E#*F# servei dones 1 1.5 2.1 3.15 C#*D#*E#*F# Part reformada mampara administraci 1 .08 2.1 .168 C#*DEsponjament 35% De l'obra excavaci E2211022 1.000 158.000 0.150 1.350 31.995 C#*D#*E#*F# E2212422 1.000 180.750 1.000 1.350 244.013 C#*D#*E#*F# E2221422 1.000 21.889 1.000 1.350 29.Esponjament 35% De l'obra excavaci E2211022 1.000 158.000 0.150 1.350 31.995 C#*D#*E#*F# E2212422 1.000 180.750 1.000 1.350 244.013 C#*D#*E#*F# E2221422 1.000 21.889 1.000 1.350 29.550 C#*D#*E#*F# De l'urbanitzaci E2221422 1.000 1.690 1.000 1.350 2.282 C#*D#*E#*F# E222B423 1.000 9.569 1.000 1.350 12.918 C#*D#*E#*F#Esponjament 35% De l'obra excavaci E2211022 1.000 158.000 0.150 1.350 31.995 C#*D#*E#*F# E2212422 1.000 180.750 1.000 1.350 244.013 C#*D#*E#*F# E2221422 1.000 21.889 1.000 1.350 29.550 C#*D#*E#*F# De l'urbanitzaci E2221422 1.000 1.690 1.000 1.350 2.282 C#*D#*E#*F# E222B423 1.000 9.569 1.000 1.350 12.918 C#*D#*E#*F# FR2G3A81 1.000 1.000 1.000 1.350 1.350 C#*D#*E#*F# Part reformada servei adaptat 1 2.65 2.6 6.89 C#*D#*E#*F# 1 1.95 2.6 5.07 C#*D#*E#*F# 1 2.45 2.6 6.37 C#*D#*E#*F# -1 .9 2.25 -2.025 C#*D#*E#*F# 1 .3 2.6 .78 C#*D#*E#*F# 1 .2 2.6 .52 C#*D#*E#*F# 1 1.65 2.6 4.29 C#*D#*E#*F# servei dones 1 1.5 2.1 3.15 C#*D#*E#*F# Part reformada mampara administraci 1 .08 2.1 .168 C#*D#*E#*F# 1 2.46 2.1 5.166 C#*D#*E#*F# 1 3.26 2.1 6.846 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 .76 2.1 1.596 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# Part ampliaci maquinria 1 4.1 3 12.3 C#*D#*E#*F# 1 1.65 3 4.95 C#*D#*E#*F# 1 3.65 3 10.95 C#*D#*E#*F# Part reformada servei adaptat 1 1.3 .8 1.04 C#*D#*E#*F# 1 .7 2.6 1.82 C#*D#*E#*F# 1 .15 2.6 .39 C#*D#*E#*F# servei dones 1 .5 2.1 1.05 C#*D#*E#*F# LVALAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre voAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, amb una cara polida i abrillantada, preu alt, amb forats per a fixacions i areAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, amb una cara polida i abrillantada, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i de 1251 a 2500 cm2, col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.LVALKnv{\rtf1\ansi \deff5\deflang1033{\fonttbl{\f5\fswiss\fcharset0\fprq2 Arial;}}{\colortbl;\red0\green0\blue0;\red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128;\red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\widctlpar \f5\fs18\lang1027 \snext0 Normal;}{\*\cs10 \additive Fuente de p\'e1rrafo predeter.;}}{\info{\title 1}{\author BEDEC}{\operator BEDEC}{\creatim\yr1998\mo11\dy16\hr19\min33}{\revtim\yr1998\mo11\dy16\hr19\min33}{\version1}{\edmins0}{\nofpages1}{\nofwords345}{\nofchars1967}{\*\company ITeC}{\vern57443}}\paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418 \ftnbj\aenddoc\hyphhotz425\hyphcaps0 \fet0\sectd \linex0\headery709\footery709\colsx709 {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5\pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \qj\widctlpar \f5\fs18\lang1027 {\fs16 \par }\pard \qj\widctlpar 1.- {\ul DEFINICIO I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par }\pard \qj\widctlpar {\fs16 \par \par DEFINICIO:\par Arrencada de paviments i enderroc de solera, amb c\'e0rrega manual o mec\'e0nica sobre cami\'f3 o contenidor.\par S'han considerat els seg\'fcents materials i mitjans de demolici\'f3:\par }\pard \qj\li770\widctlpar {\fs16 - Rajola cer\'e0mica o gres amb mitjans manuals\par - Material sint\'e8tic i capa d\rquote aniLVALwvellaci\'f3 amb mitjans manuals\par - Terratzo i capa de sorra amb mitjans manuals\par - Solera de formig\'f3 a ma i amb martell picador\par - Esgla\'f3 a ma i amb martell picador\par }\pard \qj\widctlpar {\fs16 L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par }\pard \qj\li770\widctlpar {\fs16 - Preparaci\'f3 de la zona de treball\par - Enderroc de l'element amb els mitjans adients\par - Trossejament i apilada de la runa\par - C\'e0rrega de la runa sobre el cami\'f3\par }\pard \qj\widctlpar {\fs16 \par CONDICIONS GENERALS:\par }\pard \qj\widctlpar {\fs16 Els materials han de quedar suficientment trossejats i apilats per tal de facilitar-ne la c\'e0rrega, en funci\'f3 dels mitjans de qu\'e8 es disposin i de les condicions de transport.\par }\pard \qj\widctlpar {\fs16 \par }\pard \qj\widctlpar 2.- {\ul CONDICIONS DEL PROCES D'EXECUCIO\par }\pard \qj\widctlpar {\fs16 \par CONDICIONS GENERALS:\par S'ha de seguir l'ordre de treballs previst a la D.T.\par La zona afectada per les obres ha de quedar convenientment senyalitzada\par Abans de comen\'e7ar l\rquote enderroc es neutralitzaran totes les instal\'b7lacions que puguin ser afectades.\par }\pard \qj\widctlpar {\fs16 El paviment s\rquote aixecar\'e0 abans de procedir a l\rquote enderroc de l\rquote element resistent en el qual est\'e0 col\'b7locat, sense afectar la capa de compressi\'f3 del sostre ni debilitar les voltes, bigues o biguetes.\par }\pard \qj\widctlpar {\fs16 Els treballs s'han de fer de manera que molestin el m\'ednim possible als afectats.\par Quan s\rquote apreci\'ef alguna anomalia, es notificar\'e0 immediatament a la D.F.\par No es dipositar\'e0 runa damunt de les bastides.\par }\pard \qj\widctlpar {\fs16 No s\rquote acumular\'e0 runa en tanques, murs i suports propis que hagin de mantenir-se dempeus o d\rquote edificacions i elements aliens a l\rquote enderroc.\par }\pard \qj\widctlpar {\fs16 No s\rquote acumular\'e0 runa amb un pes superior als 100 Kg/m2 damunt de sostres, encara que estiguin en bon estat.\par  LVAL Un cop acabat l\rquote enderroc, el suport ha de quedar exempt de restes de morter i de paviment.\par }\pard \qj\widctlpar {\fs16 L'operaci\'f3 de c\'e0rrega s'ha de fer amb les precaucions necess\'e0ries per a aconseguir unes condicions de seguretat suficients.\par }\pard \qj\widctlpar {\fs16 S'han d'eliminar els elements que puguin entorpir els treballs de retirada i c\'e0rrega de runa.\par S'ha de trossejar la runa per tal de facilitar-ne la c\'e0rrega amb mitjans manuals.\par \par }\pard \qj\widctlpar 3.- {\ul UNITAT I CRITERIS D'AMIDAMENT\par }\pard \qj\widctlpar {\fs16 \par m2 de superf\'edcie amidada segons les especificacions de la D.T.\par \par }\pard \qj\widctlpar 4.- {\ul NORMATIVA DE COMPLIMENT OBLIGATORI\par }\pard \qj\widctlpar {\fs16 \par No hi ha normativa de compliment obligatori.\par \par }} LVALFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire seVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5,mecanismes i ferratges ( joc de tiradors d'acer inox Pba programa 200 d.20mm, pany i clau ). LVALVidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3Vidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 4+4/8/5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges LVALBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat aBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges i barra antipnic tipus push. LVALBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0121BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadade%  d 7 > >=";TXo BG64POLSADORSETProjecte del'ampliaci i reforX G EG64POLSADORSPOProjecte del'ampliaci i reforX G BG62INTERRUPTORS I COMMUTADORSETProjecte del'ampliaci i refori-) G BG6MECANISMESETProjecte del'ampliaci i reforX G EG62INTERRUPTORS I COMMUTADORSPOProjecte del'ampliaci i refori-) G EG6MECANISMESPOProjecte del'ampliaci i reforX G BG41INTERRUPTORS MAGNETOTRMICSETProjecte del'ampliaci i reforj.* G EG41INTERRUPTORS MAGNETOTRMICSPOProjecte del'ampliaci i reforj.* G BG1AARMARIS METL.LICSETProjecte del'ampliaci i refora%! G BG1CAIXES I ARMARISETProjecte del'ampliaci i refor^" G EG1AARMARIS METL.LICSPOProjecte del'ampliaci i refora%! G EG1CAIXES I ARMARISPOProjecte del'ampliaci i refor^" G BGW4PARTS PROPORCIONALS D'ACCESSORIS PER A APARELLS DE PROTECCIETProjecte del'ampliaci i reforOK G BG42INTERRUPTORS DIFERENCIALSETProjecte del'ampliaci i reforh,( G BG4APARELLS DE PROTECCI I COMANDAMENTETProjecte del'ampliaci i reforq51 G EG42INTERRUPTORS DIFERENCIALSPOProjecte del'ampliaci i reforh,( G EG4APARELLS DE PROTECCI I COMANDAMENTPOProjecte del'ampliaci i reforq51 G 1G6TINSTALLACIONS INTERIORSPOProjecte del'ampliaci i reforg+' G 1GINSTAL.LACIONS ELCTRIQUESPOProjecte del'ampliaci i reforf*& G BGD1PIQUETES DE CONNEXI A TERRAETProjecte del'ampliaci i refork/+ G BGYDPARTS PROPORCIONALS D'ELEMENTS ESPECIALS PER A ELEMENTS DE CONNEXI A TERRAETProjecte del'ampliaci i refor^Z G EGD1PIQUETES DE CONNEXI A TERRAPOProjecte del'ampliaci i refork/+ G BGDZELEMENTS AUXILIARS DE CONNEXI A TERRAETProjecte del'ampliaci i reforu95 G BGDMATERIALS DE CONNEXI A TERRA I PROTECCIONS CATDIQUESETProjecte del'ampliaci i reforHD G EGDZELEMENTS ESPECIALS DE CONNEXI A TERRAPOProjecte del'ampliaci i reforu95 G EGDINSTAL.LACIONS DE CONNEXI A TERRA I PROTECCIONS CATDIQUESPOProjecte del'ampliaci i reforMI G BG38CONDUCTORS DE COURE NUSETProjecte del'ampliaci i reforf*& G BGY3PARTS PROPORCIONALS D'ELEMENTS ESPECIALS PER A CONDUCTORS ELCTRICS DE TENSI BAIXAETProjecte del'ampliaci i reforfb G BGYPARTS PROPORCIONALS D'ELEMENTS ESPECIALS PER A INSTAL.LACIONS ELCTRIQUESETProjecte del'ampliaci i refor[W G EG38CONDUCTORS DE COURE NUSPOProjecte del'ampliaci i reforf*& GLVAL2 {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Conductor de coure nu, unipolar de fins a 240 mm2 de secci\'f3, muntat.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Muntat superficialment\par - En malla de connexi\'f3 a terra\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - L'estesa i empalmament\par - Connexionat a presa de terra\par CONDICIONS GENERALS:\par Les connexions del conductor s'han de fer per soldadura sense la utilitzaci\'f3 d'\'e0cids, o amb peces de connexi\'f3 de material inoxidable, per pressi\'f3 de cargol, aquest \'faltim m\'e8tode sempre en llocs visitables.\par El cargol ha de portar un dispositiu per tal d'evitar que s'afluixi.\par Les connexions entre metalls diferents no han de produir deteriorament per causes electroqu\'edmiques.\par El circuit de terra no ser\'e0 interromput per la col\'b7locaci\'f3 de seccionadors, interruptors o fusibles.\par El pas del conductor pel paviment, murs o d'altres elements constructius s'ha de fer dins d'un tub r\'edgid d'acer galvanitzat.\par El conductor no ha d'estar en contacte amb elements combustibles.\par El recorregut ha de ser l'indicat a la DT.\par COL\'b7LOCAT SUPERFICIALMENT:\par El conductor ha de quedar fixat mitjan\'e7ant grapes al parament o sostre, o b\'e9 mitjan\'e7ant brides en el cas de canals i safates.\par Dist\'e0ncia entre fixacions: <= 75 cm\par EN MALLA DE CONNEXI\'d3 A TERRA:\par El conductor ha de quedar instal\'b7lat al fons de rases reblertes posteriorment amb terra garbellada i compactada.\par El radi de curvatura m\'ednim adm\'e8s ha de ser 1LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de segellat d'elements constructius amb productes de diferents composicions, prou el\'e0stics per mantenir l\'92adher\'e8ncia amb aquests elements independentment dels moviments que es produeixin en el seu funcionament habitual.\par S'han considerat els elements seg\'fcents:\par - Segellat de junt entre materials d'obra de 10-40 mm d'ampl\'e0ria i de 5-30 mm de fond\'e0ria:\par - Amb massilla de components diferents aplicada amb pistola, amb o sense emprimaci\'f3 pr\'e8via\par - Amb massilla de cautx\'fa-asfalt aplicada manualment\par - Amb escuma de poliuret\'e0 en aerosol\par - Segellat de junt entre materials d'obra de 3 a 20 mm d'ampl\'e0ria i de 2 a 10 cm de fond\'e0ria, amb massilla de components diferents, aplicada amb pistola neum\'e0tica pr\'e8via emprimaci\'f3\par - Segellat de junt de fusteries amb el buit d'obra, amb massilla de silicona neutra aplicada amb pistola manual pr\'e8via imprimaci\'f3\par - Segellat de junt entre materials d\'92obra amb morter sint\'e8tic de resines epoxi, pr\'e8via imprimaci\'f3 espec\'edfica\par - Segellat de junt entre materials d\'92obra amb junt expansiu en contacte amb l\'92aigua (bentonita de sodi)\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Segellat amb massilla, escuma o morter:\par - Neteja i preparaci\'f3 de l'interior del junt, amb eliminaci\'f3 del material existent, en el seu cas\par - Aplicaci\'f3 de l'emprimaci\'f3, en el seu cas\par - Aplicaci\'f3 del material de segellat\par - Neteja de les vores exteriors del junt\par SegLVALX{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Materials per a la formaci\'f3 de la caixa de persiana.\par S'han considerat els tipus seg\'fcents:\par - Caixa de persiana de cer\'e0mica armada o de formig\'f3 armat, per a revestir\par - Pe\'e7a cer\'e0mica en forma de L, per a formar juntament amb d'altres, la caixa de persiana\par CARACTER\'cdSTIQUES GENERALS:\par No ha de tenir esquerdes, buits, deformacions ni escantonaments a les arestes.\par Expressi\'f3 de les mides: Al\'e7\'e0ria x fond\'e0ria\par Toler\'e0ncies:\par - Fond\'e0ria:\par +-----------------------------------------------------+\par \'a6Material \'a6 Fond\'e0ria de la pe\'e7a \'a6\par \'a6 \'a6-----------------------------------------\'a6\par \'a6 \'a64 cm 16 cm 20 cm 25 cm \'a6\par \'a6-----------\'a6-----------------------------------------\'a6\par \'a6Cer\'e0mica \'a6 - \'b1 3 mm \'b1 4 mm \'b1 5 mm \'a6\par \'a6Formig\'f3 \'a6\'b1 2 mm \'b1 3 mm \'b1 3 mm - \'a6\par +-----------------------------------------------------+\par - Llarg\'e0ria: \'b1 1,5% llarg\'e0ria nominal\par - Al\'e7\'e0ria: \'b1 3 mm\par CAIXA O PE\'c7A DE CER\'c0MICA:\par Ha de tenir un color i una textura uniformes. Est\'e0 suficientment cuita si s'aprecia un so agut en ser colpejada i un color uniforme en fracturar-se.\par Els pinyols de cal\'e7 no han de reduir la resist\'e8ncia de la pe\'e7a (despr\'e9s de l'assaig reiteratiu sobre aigua en ebullici\'f3 i posterior dessecatge a una temperatura de 105\'b0C) en mes d'un 10%, ni han de provocar m\2LVALB'e9s escrostonaments dels admesos un cop s'hagin submergit en aigua un temps m\'ednim de 24 h.\par Efloresc\'e8ncies (UNE 67-029): "no eflorescido" o "ligeramente eflorescido"\par Escrostonats, superf\'edcie afectada: <= 15%\par Fissures: No s'han d'admetre\par Exfoliacions i laminacions: No s'han d'admetre\par Succi\'f3 d'aigua (UNE 67-031): <= 0,15 g/m2 min\par Absorci\'f3 d'aigua (UNE 67-027): <= 22%\par Gelabilitat (UNE 67-028): No gelable\par Envanets entre forats: >= 0,5 cm\par Envanet entre forat i cara exterior: >= 0,6 cm\par Toler\'e0ncies:\par - Planor: \'b1 3 mm/m\par CAIXA DE FORMIG\'d3 ARMAT:\par Gruix: >= 3 cm\par Resist\'e8ncia a la compressi\'f3 del formig\'f3: >= 17,5 N/mm2\par Absorci\'f3 d'aigua, en pes: <= 6%\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Si el material ha de ser component de la part cega del tancament exterior d\'92un espai habitable, el fabricant ha de declarar, com a m\'ednim, els valors per les propietats higrot\'e8rmiques seg\'fcents:\par - Conductivitat t\'e8rmica (W/mK)\par - Factor de resist\'e8ncia a la difusi\'f3 del vapor d\'92aigua\par CAIXA O PE\'c7A DE CER\'c0MICA:\par Subministrament: Empaquetades sobre palets.\par Emmagatzematge: De manera que no es trenquin o s'escantonin. No han d'estar en contacte amb terres que continguin solucions salines ni amb productes que puguin modificar les seves caracter\'edstiques (cendres, fertilitzants, greixos, etc.).\par CAIXA DE FORMIG\'d3 ARMAT:\par Subministrament: Ha d'arribar a l'obra amb la resist\'e8ncia prevista.\par Emmagatzematge: En llocs protegits de cops i sense contacte directe amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Col\'b7locaci\'f3 de caixa per a persiana enrotllable, de cer\'e0mica armada o formig\'f3 armat, amb morter.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de l'element\par - Col\'b7locaci\'f3 de l'element\par - Rep\'e0s dels junts i neteja final\par CONDICIONS GENERALS:\par La caixa col\'b7locada ha de ser estanca.\par Cal que quedi horitzontal, aplomada i ben fixada a l'obra.\par L'interior de la caixa col\'b7locada {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Col\'b7locaci\'f3 de caixa per a persiana enrotllable, de cer\'e0mica armada o formig\'f3 armat, amb morter.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de l'element\par - Col\'b7locaci\'f3 de l'element\par - Rep\'e0s dels junts i neteja final\par CONDICIONS GENERALS:\par La caixa col\'b7locada ha de ser estanca.\par Cal que quedi horitzontal, aplomada i ben fixada a l'obra.\par L'interior de la caixa col\'b7locada ha de ser, com a m\'ednim, 10 cm m\'e9s llarg que el forat que cobreix.\par L'acord amb els paraments verticals ha d'estar rejuntat.\par Recolzament de la part inferior: >= 3 cm\par Toler\'e0ncies d'execuci\'f3:\par - Posicionament: \'b1 5 mm\par - Horitzontalitat de les filades: \'b1 2 mm/m\par - Nivell: \'b1 5 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C, i s'ha de protegir l'obra que s'executa de l'acci\'f3 de les pluges i dels vents superiors a 50 km/h.\par La part de la caixa que hagi d'anar travada a l'obra, ha de tenir la humitat necess\'e0ria perqu\'e8 no absorbeixi l'aigua del morter.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALellat amb junt expansiu de bentonita, previ tall de junt:\par - Tall del junt\par - Neteja i preparaci\'f3 de l\'92interior del junt\par - Col\'b7locaci\'f3 del cord\'f3 de bentonita\par CONDICIONS GENERALS:\par El segellat ha de tenir la llarg\'e0ria prevista.\par Ha de ser continu, homogeni, sense inclusions de bombolles d'aire i amb la superf\'edcie uniforme.\par Ha de quedar ben adherit a ambd\'f3s llavis del junt.\par La fond\'e0ria respecte al pla del parament ha de ser la prevista o indicada per la DF. Si no hi ha cap especificaci\'f3, ha de quedar enrasat amb el parament.\par El gruix del segellat en el punt m\'ednim ha de ser igual a la fond\'e0ria del junt.\par Toler\'e0ncies d'execuci\'f3:\par - Gruix del segellat: \'b1 10%\par - Fond\'e0ria prevista respecte al parament: \'b1 2 mm\par JUNT AMB CORD\'d3 DE BENTONITA:\par Els trams del cord\'f3 han de quedar a tocar.\par La seva situaci\'f3 dins la pe\'e7a ha de ser la prevista.\par El junt ha de quedar separat 7 cm de la cara del parament m\'e9s propera a l\'92origen de l\'92humitat, el cas d\'92elements de formig\'f3 ha de quedar a m\'e9s, darrera de l\'92armadura m\'e9s propera a aquest parament.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Temperatura ambient admissible en el moment de l'aplicaci\'f3:\par +-----------------------------------------------------+\par \'a6Tipus producte \'a6Temperatura ambient\'a6\par \'a6---------------------------------\'a6-------------------\'a6\par \'a6Massilla de silicona neutra \'a6 - 10 a + 35\'b0C \'a6\par \'a6Massilla de polisulfurs bicompo- \'a6 + 10 a + 35\'b0C \'a6\par \'a6nents o massilla d'\'f3leo-resines \'a6 \'a6\par \'a6Massilla de poliuret\'e0, massilla \'a6 5 a 35\'b0C \'a6\par \'a6asf\'e0ltica o de cautx\'fa asfalt \'a6 \'a6\par \'a6Massilla acr\'edlica o morter \'a6 5 a 40\'b0C \'a6\par \'a6sint\'e8tic resines epoxi \'a6 \'aLVAL6\par \'a6Cord\'f3 bentonita de sodi \'a6 5 a 52\'b0C \'a6\par +-----------------------------------------------------+\par No s'ha d'aplicar en temps humit (pluja, rosada, etc.).\par Amb vent superior a 50 km/h s'han de suspendre els treballs i s'han d'assegurar les parts que s'han fet.\par En el cas en que s'hagi d'aplicar una capa d'imprimaci\'f3 abans de realitzar el segellat, aquesta s'ha d'estendre per tota la superf\'edcie que hagi de quedar en contacte amb el segellant.\par Quan la massilla \'e9s bicomponent, la mescla d'ambd\'f3s components s'ha de fer seguint les instruccions del fabricant.\par El fons i les cares del junt per segellar han de ser nets i secs.\par El producte s'ha d'aplicar for\'e7ant-ne la penetraci\'f3.\par JUNT AMB MORTER SINT\'c8TIC DE RESINES EPOXI:\par Els morters preparats s\'92han de confeccionar d\'92acord amb les instruccions del fabricant, i s\'92han d\'92utilitzar dins del temps m\'e0xim establert.\par Els paraments on es col\'b7loqui el morter, cal que estiguin lleugerament humits, sense que l\'92aigua regalimi.\par JUNT AMB CORD\'d3 DE BENTONITA:\par El fons i les cares del junt no han de tenir buits o ressalts de dimensions superiors a 2 cm.\par En el cas de junts en elements per formigonar, s\'92ha de garantir que el cord\'f3 mantingui la seva posici\'f3 durant el formigonament.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVAL 0 vegades el di\'e0metre exterior del cable en mm.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par L\'92instal\'b7lador prendr\'e0 cura que el conductor no pateixi torsions ni danys en treure'l de la bobina.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'elements especials per a conductors de coure nus.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a conductors de coure nus i no han de fer dism{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'elements especials per a conductors de coure nus.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a conductors de coure nus i no han de fer disminuir, en cap cas, la seva qualitat i bon funcionament.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metre o d'altres dimensions\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt d'elements especials necessaris per al muntatge d'1 m de conductor de coure nu.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALp {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conductor de coure electrol\'edtic cru i nu per a connexi\'f3 de terra, unipolar de fins a 240 mm2 de secci\'f3.\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Tots els fils de coure que formen l'\'e0nima han de tenir el mateix di\'e0metre.\par Ha de tenir una textura exterior uniforme i sense defectes.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En bobines o tambors.\par Cada conductor ha de portar de forma indeleble i ben visible les dades seg\'fcents:\par - Material, secci\'f3, llarg\'e0ria i pes del conductor\par - Nom del fabricant o marca comercial\par - Data de fabricaci\'f3\par Emmagatzematge: En llocs protegits de la pluja i la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE 21012:1971 Alambre LVAL s de cobre duro de secci\'f3n recta circular. Caracter\'edsticas\par UNE 20460-5-54:1990 Instalaciones el\'e9ctricas en edificios. Elecci\'f3n e instalaci\'f3n de los materiales el\'e9ctricos. Puesta a tierra y conductores de protecci\'f3n.\par\pard\par } LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 12 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialmentLVALLq{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Plantaci\'f3 d'esp\'e8cies vegetals.\par S'han considerat les esp\'e8cies seg\'fcents:\par - Plantes de temporada\par - Plantes crasses\par - Arbres\par - Plantes vivaces\par - Arbusts\par - Cespitoses\par S'han considerat les formes de subministrament seg\'fcents:\par - Arbre o arbust:\par - En contenidor\par - Amb pa de terra\par - Amb l'arrel nua\par - Plantes:\par - En contenidor\par - En esqueix\par - En pa d'herba\par - Amb l'arrel nua\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Arbre o arbust:\par - Comprovaci\'f3 i preparaci\'f3 del forat o rasa de plantaci\'f3 per a rebre l'esp\'e8cie vegetal\par - Comprovaci\'f3 i preparaci\'f3 de l'esp\'e8cie vegetal a plantar\par - Plantaci\'f3 de l'esp\'e8cie vegetal\par - Protecci\'f3 de l'esp\'e8cie vegetal plantada\par - Plantes:\par - Comprovaci\'f3 i preparaci\'f3 de la superf\'edcie a plantar\par - Comprovaci\'f3 i preparaci\'f3 de l'esp\'e8cie vegetal a plantar\par - Plantaci\'f3 de l'esp\'e8cie vegetal\par - Protecci\'f3 de l'esp\'e8cie vegetal plantada\par ARBRES I ARBUSTS:\par La planta ha de quedar aplomada i a la posici\'f3 prevista, les arrels han de quedar en posici\'f3 natural sense doblegar-se, especialment quan hi ha una arrel principal ben definida.\par Ha d'estar plantat a la mateixa fond\'e0ria que es trobava al viver, aplomat i a la situaci\'f3 prevista.\par Ha d'estar plantat amb la mateixa orientaci\'f3 que estava al viver.\par Fins al seu arrelament ha d'estar subjectat per mitj\'e0 de tutors o LVALtensors.\par Els arbres que no tinguin un di\'e0metre superior a 14 cm de circumfer\'e8ncia han de estar protegits amb les mesures adequades.\par L'arbre o arbust ha de quedar al centre de l'escossell o del forat de plantaci\'f3.\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig (de la posici\'f3 de l'exemplar): \'b1 10 cm\par PLANTES:\par Les plantes han de quedar a la situaci\'f3 i amb la densitat de plantaci\'f3 indicades a la DT.\par PA D'HERBA:\par Han d'estar col\'b7locats a trencajunt, sense deixar forats entre les plaques.\par Els junts han d'estar plens d'una barreja a parts iguals de sorra i torba humida i m\'f2lta.\par ESQUEIX:\par Han d'estar col\'b7locats a portell.\par Han d'estar enterrats per la seva part inferior.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par L'inici de la plantaci\'f3 exigeix l'aprovaci\'f3 pr\'e8via per part de la DF.\par S'ha de regar amb la freq\'fc\'e8ncia i quantitat indicada per la DF, fent-ho preferentment a primera hora del mat\'ed o a \'faltima de la tarda.\par No s'ha de plantar en temps de gla\'e7ades, ni amb vents forts, amb pluges quantioses o amb temperatures molt altes o s\'f2l excessivament mullat.\par ARBRES I ARBUSTS:\par L'obertura del forat o, en el seu cas, la rasa de plantaci\'f3 s'ha d'haver fet amb la major antelaci\'f3 possible per afavorir la meteoritzaci\'f3 del s\'f2l.\par Dimensi\'f3 m\'ednima del clot de plantaci\'f3\par - Arbres:\par - Ampl\'e0ria: 2 x di\'e0metre de les arrels o pa de terra\par - Fond\'e0ria: 1,5 x fond\'e0ria de les arrels o pa de terra\par - Arbusts:\par - Ampl\'e0ria: di\'e0metre de les arrels o pa de terra + 15 cm\par Si el terreny \'e9s molt sec abans de plantar s'ha d'omplir el forat d'aigua per tal d'humitejar la terra.\par Abans de procedir a la plantaci\'f3 s'ha de col\'b7locar una capa de terra adobada de 20 cm de gruix, on s'han de dipositar les arrels.\par La resta del forat s'ha d'omplir amb terra adobada, en capes de menys de 30 cm, compactades amb mitjans manualLVALs.\par La capa de s\'f2l f\'e8rtil ha de tenir, com a m\'ednim, 60 cm de fond\'e0ria, un cop compactada.\par No han de quedar bosses d'aire entre les arrels i la terra.\par No s'ha d'arrossegar l'exemplar, ni s'ha de fer-lo girar una vegada assentat.\par La poda postplantaci\'f3 s'ha de limitar el m\'ednim necessari per eliminar les branques danyades.\par S'ha d'habilitar un escossell ben anivellat i amb un 20% de di\'e0metre m\'e9s gran que el forat de plantaci\'f3 i 25 cm de fond\'e0ria.\par SUBMINISTRAMENT EN CONTENIDOR:\par S'ha d'extreure la planta del contenidor en el mateix moment de la plantaci\'f3. S'ha de recuperar i emmagatzemar l'env\'e0s, o b\'e9 s'ha d'introduir dins del forat de plantaci\'f3 i s'ha de procedir a trencar-lo i retirar-lo.\par Immediatament despr\'e9s de plantar s'ha de regar abundantment, procurant no embassar el fons del forat de plantaci\'f3.\par SUBMINISTRAMENT AMB L'ARREL NUA:\par S'han de netejar les arrels quedant nom\'e9s les sanes i viables. La planta s'ha de col\'b7locar procurant que les arrels quedin en posici\'f3 natural, sense que es dobleguin, en especial les de major di\'e0metre.\par Immediatament despr\'e9s de plantar s'ha de regar abundantment, procurant no embassar el fons del forat de plantaci\'f3.\par SUBMINISTRAMENT AMB PA DE TERRA:\par La col\'b7locaci\'f3 del pa de terra al forat de plantaci\'f3 s'ha de fer sense fer malb\'e9 l'estructura interna del mateix.\par Immediatament despr\'e9s de plantar s'ha de regar abundantment amb cabal suficient per mollar les arrels dins del pa de terra.\par Quan \'e9s protegit amb malla met\'e0l\'b7lica i guix, una vegada dins del forat de plantaci\'f3 s'ha de trencar el guix i s'ha de tallar la malla met\'e0l\'b7lica amb cura, retirant tots aquests materials.\par PLANTES:\par Els treballs de condicionament del s\'f2l s'han d'haver fet amb antelaci\'f3 suficient per facilitar l'aireig del s\'f2l.\par Quan el subministrament \'e9s en contenidor, els forats han de tenir, com a m\'ednim, les mateixes dimensions d'aques LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 24 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialmentI LVAL 7 k kkEsponjament 35% De l'obra de reforma E2212422 1.000 348.975 1.000 1.350 471.116 C#*D#*E#*F# E2221422 1.000 68.334 1.000 1.350 92.251 C#*D#*E#*F# De l'urbanitEsponjament 35% De l'obra de reforma E2212422 1.000 348.975 1.000 1.350 471.116 C#*D#*E#*F# E2221422 1.000 68.334 1.000 1.350 92.251 C#*D#*E#*F# De l'urbanitzaci FR2G3A81 1.000 10.000 1.000 1.350 13.500 C#*D#*E#*F# E2221422 1.000 7.420 1.000 1.350 10.017 C#*D#*E#*F# E222B423 1.000 12.730 1.000 1.350 17.186 C#*D#*E#*F# col.lectors d.160 1 5.2 .4 .4 .832 C#*D#*E#*F# 1 12 .4 .4 1.92 C#*D#*E#*F# 1 9 .4 .4 1.44 C#*D#*E#*F# Per xarxa sanejament C#*D#*E#*F# pericons 45x45 A 1 1.35 1.35 .4 .729 C#*D#*E#*F# col.lectors 0 d.125 0 de A a 3 1 19.5 .4 .15 1.17 C#*D#*E#*F# 1 8.5 .4 .4 1.36 C#*D#*E#*F# de canal a 2 1 4 .4 .15 .24 C#*D#*E#*F# de baixant a col.lector 2-3 1 4 .4 .15 .24 C#*D#*E#*F# Per xarxa sanejament col.lectors d.160 1 5.2 .4 .4 .832 C#*D#*E#*F# 1 12 .4 .4 1.92 C#*D#*E#*F# 1 9 .4 .4 1.44 C#*D#*E#*F# Per xarxa sanejament C#*D#*E#*F# pericons 45x45 A 1 1.35 1.35 .4 .729 C#*D#*E#*F# col.lectors 0 d.125 0 de A a 3 1 19.5 .4 .15 1.17 C#*D#*E#*F# 1 8.5 .4 .4 1.36 C#*D#*E#*F# de canal a 2 1 4 .4 .15 .24 C#*D#*E#*F# de baixant a col.lector 2-3 1 4 .4 .15 .24 C#*D#*E#*F# Per xarxa sanejament pericons 45x45 1-2-3 3 1.35 1.35 .4 2.187 C#*D#*E#*F# col.lectors d.160 1 5.2 .4 .4 .832 C#*D#*E#*F# 1 12 .4 .4 1.92 C#*D#*E#*F# 1 9 .4 .4 1.44 C#*D#*E#*F# Part reformada aula formaci 1 2.85 2.95 8.4075 C#*D#*E#*F# 1 2.75 2.95 8.1125 C#*D#*E#*F# laterals armari quadres elctrics 2 .4 2.25 1.8 C#*D#*E#*F# faldons penjats C#*D#*E#*F# zona treball 1 16.1 .7 11.27 C#*D#*E#*F# 1 1 .7 .7 C#*D#*E#*F# 1 1.5 .7 1.05 C#*D#*E#*F# vestibul 1 2.4 .35 .84 C#*D#*E#*F# Part ampliaci faldons penjats zona informtica 1 12 .75 9 C#*D#*E#*F# 1 6.3 .75 4.725 C#*D#*E#*F# Pintat cel ras plaques cartr guix Part ampliaci zona de treball 2 .6 3.6 4.32 C#*D#*E#*F# 1 1.35 .15 .2025 C#*D#*E#*F# 2 .6 3.6 4.32 C#*D#*E#*F# 1 1.35 .15 .2025 C#*D#*E#*F# zona informtica 1 2 11.8 23.6 C#*D#*E#*F# 1 .45 6.1 2.745 C#*D#*E#*F# 1 1 5.35 5.35 C#*D#*E#*F# 1 .75 5.35 4.0125 C#*D#*E#*F# 1 .75 5.35 4.0125 C#*D#*E#*F# 1 2 5.35 10.7 C#*D#*E#*F# Part reformadacol.lectors d.160 1 5.2 .4 .4 .832 C#*D#*E#*F# 1 12 .4 .4 1.92 C#*D#*E#*F# 1 9 .4 .4 1.44 C#*D#*E#*F# Per xarxa sanejament C#*D#*E#*F# pericons 45x45 A 1 1.35 1.35 .4 .729 C#*D#*E#*F# col.lectors 0 d.125 0 de A a 3 1 19.5 .4 .15 1.17 C#*D#*E#*F# 1 8.5 .4 .4 1.36 C#*D#*E#*F# de canal a 2 1 4 .4 .15 .24 C#*D#*E#*F# de baixant a col.lector 2-3 1 4 .4 .15 .24 C#*D#*E#*F# Per xarxa sanejament pericons 45x45 1-2-3 3 1.35 1.35 .4 2.187 C#*D#*E#*F# col.lectors d.160 1 5.2 .4 .4 .832 C#*D#*E#*F# 1 12 .4 .4 1.92 C#*D#*E#*F# 1 9 .4 .4 1.44 C#*D#*E#*F# Part reformada aula formaci 1 2.85 2.95 8.4075 C#*D#*E#*F# 1 2.75 2.95 8.1125 C#*D#*E#*F# laterals armari quadres elctrics 2 .4 2.25 1.8 C#*D#*E#*F# faldons penjats C#*D#*E#*F# zona treball 1 16.1 .7 11.27 C#*D#*E#*F# 1 1 .7 .7 C#*D#*E#*F# 1 1.5 .7 1.05 C#*D#*E#*F# vestibul 1 2.4 .35 .84 C#*D#*E#*F# Part ampliaci faldons penjats zona informtica 1 12 .75 9 C#*D#*E#*F# 1 6.3 .75 4.725 C#*D#*E#*F# .LVAL>t.\par Quan el subministrament \'e9s amb les arrels nues, aquestes s'han de netejar quedant nom\'e9s les sanes i viables. La planta s'ha de col\'b7locar procurant que les arrels quedin en posici\'f3 natural, sense que es dobleguin, en especial les de major di\'e0metre.\par PA D'HERBA:\par Les vores de les gleves consecutives s'han de col\'b7locar a tocar, per testa, i a pressi\'f3.\par Despr\'e9s de la plantaci\'f3 s'ha de passar el corr\'f3 de manera que les plaques quedin en contacte amb el terreny.\par No s'ha d'utilitzar fins al cap de quatre setmanes de la plantaci\'f3, per\'f2 es podr\'e0 trepitjar al cap d'una setmana.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par SUBMINISTRAMENT AMB L'ARREL NUA, PA DE TERRA O EN CONTENIDOR:\par Unitat mesurada segons les especificacions de la DT.\par SUBMINISTRAMENT EN PA D'HERBA O EN ESQUEIX:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *NTJ 08B:1993 Normes Tecnol\'f2giques de Jardineria i Paisatgisme. Implantaci\'f3 del material vegetal. Treballs de plantaci\'f3.\par\pard\par } LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 28 mm de dimetre exterior, de 21,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 28 mm de dimetre exterior, de 21,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 30 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica sense halgens, per a canonades de 35 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximAllament trmic d'escuma elastomrica sense halgens, per a canonades de 35 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 37 mm, amb una conductivitat trmica a 0 C de 0,040 W/mK i no propagador de la flama, amb grau de dificultat alt i col.locat superficialment LVALFont d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - Font d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - 50 hz. sortida de tensi de treball 13,8 vcc. alimentaci 6a. instal.lada i comprovada. marca plana fbrega model fa-1206 o similar equivalent. LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent.z @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@LOv<LB66A=LOv<LD66LOv<LF66֬LOv<LH66~sLQ>:h<86 GLQ@:h8@6 :RLQO@``v< ELQOJO8:8 :?LQOJO<68 :@LQOJOF8 :ELQOJ`OD8 ::LQOOo6D8 :'LQOOq866 ALQOOqb@6 ;LQOOqbF6 >LQ\:8OJD NLQ\:8\DD LQ\:8\JD LQ\H8<66 LQ\H8>66 :HLQ\H:>66 5LQ\H<>68 -LQ\MJS6 LQ\b8oM6 ULQ`<L886 DLQq<8m^Q ]LQq<:m^Q OLQq<m<:Q :2LQq>8:86 :JLQs><666 JLQs@:666 :SLQxU>668 8LS@:O@66AELS@J>:66 9LS@J@<66 =LS@JBB66 CLS@JDB66 HLS@JFB66 PLS@JJB66 2LS@JLJ66 4LS@JMJ66 `6 HLSh<S@`6 LLSh<SD`6 PLSh<SH`6 YLSh<bJi6 TLSh<bLi6 :LSh<o8@6 BLSi88>86 :LSs@J:L6 1LSs@J>L6 7LSs@J@L6 ?LSs@JBL6 @LSs@JDL6 ILSs@JFL6 OLSs@JJL6 3LSs@JLL6 5LSs@JML6 :LSs@Lm8> LSs@Lm:> LSs@Lv@@ ;LSs@v86@ >LSs@v:6@ LSs@v:6@ LSs@v<6@ LSsM8<:6 LSsM8@:6QTLSsi88>8 :LSv@J:L6 2LSv@J>L6 8LSv@J@L6 >LSv@JBL6 DLSv@JDL6 JLSv@JFL6 NLSv@JJL6 1LSv@JLL6 6LSv@JML6 ;LSvM8<:6 LSvM8@:6QVLSvhS<`6 CLSvhS>`6 GLSvhS@`6 KLSvhSD`6 OLSvhSH`6 WLSvhbJi6 VLSvhbLi6 :LSvho8@6 @LSvi88>8 :LU8@8@::*&LU8@8F8: RLU8@8L::*)LU8Jo6<6mLU:868Bi LU:8:D86*/LU:8:F86*#LU:::@86*LU::WF86 ]LU:<6<66LU:J8H66\LU:M8<66LU:OH>66LU<8U<66 LU<8W>66 LU<8W@66LU<8[D66#LU<:H:66LU<:H<66LU66mLU>8@O@Dm$LU>8@O@Mm'LU>8@OHHmLU>8@OHLmLU>8@O[[m.LU>:>:HWm-LU>:@:[WmLUB:88UU*LUB:88kx*LUB:88qq* LUB:88uu* LUB:O8H[*LUB<O8@i*LUB><8k<*LUO8>:86m LUOx886:mLUs8@666*%LUs8@666**LUs8@666 QLUs:8666*$LUs:8666*2LUs:8666 LUs:<666LUs:J666\LUs:M666LUs:O666LUs<L666mLUs>8666mLUs>8666mLUs>8666m%LUs>8666m&LUs>8666m/LUs>:666mLUs>:666m,LUsB:666*LUsB<666*LUv<F666mLUvO8666m LW:O>J[[&LW:O>J[v(LW:O>Jkv,LW<:s688 LWB8QF<> LWB8`MJ8 LWB8`MJ:  LWL8D@@6  LWm8L686 LWm8o6:6 !LWm8o6<6 &LWoF:<LJ8f'L[:<H8:8L[:>J8:8+ LVALAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais oAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent. LVALTelfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'Telfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'obertura lateral que permet accionar l'obreportes sense necessitat de despenjar. s'instal" la amb cable de 4 conductors. instal" lat i comprovat. model: pe202003 LVALCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de pCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266, col.locat sota tub o canal LVAL Edifici existent segellat junts empits coberta faana nord 1 7.5 1.25 .6 5.625 C#*D#*E#*F# 1 2 1.25 .6 1.5 C#*D#*E#*F# 1 2 1.25 .6 1.5 C#*D#*E#*F# 1 8.2 1.25 .6 6.15 C#*D#*E#*F# faana est 1 15 1.25 .6 11.25 Edifici existent segellat junts empits coberta faana nord 1 7.5 1.25 .6 5.625 C#*D#*E#*F# 1 2 1.25 .6 1.5 C#*D#*E#*F# 1 2 1.25 .6 1.5 C#*D#*E#*F# 1 8.2 1.25 .6 6.15 C#*D#*E#*F# faana est 1 15 1.25 .6 11.25 C#*D#*E#*F# faana sud 1 10.2 1.25 .6 7.65 C#*D#*E#*F# faana oest 1 8.8 1.25 .6 6.6 C#*D#*E#*F# 1 1.8 1.25 .6 1.35 C#*D#*E#*F# 1 7 1.25 .6 5.25 C#*D#*E#*F# 1 3.6 1.25 .6 2.7 C#*D#*E#*F# 1 5.5 1.25 .6 4.125 C#*D#*E#*F# [ LVALk {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Sorra procedent de roca gran\'edtica meteoritzada, obtinguda per excavaci\'f3.\par CARACTER\'cdSTIQUES GENERALS:\par Durant l'extracci\'f3 s'ha de retirar la capa vegetal. No ha de tenir argiles, margues o d'altres mat\'e8ries estranyes.\par La fracci\'f3 que passa pel tam\'eds 0,08 (UNE 7-050) ha de ser inferior a 2/3, en pes, de la que passa pel tam\'eds 0,40 (UNE 7-050).\par{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Sorra procedent de roca gran\'edtica meteoritzada, obtinguda per excavaci\'f3.\par CARACTER\'cdSTIQUES GENERALS:\par Durant l'extracci\'f3 s'ha de retirar la capa vegetal. No ha de tenir argiles, margues o d'altres mat\'e8ries estranyes.\par La fracci\'f3 que passa pel tam\'eds 0,08 (UNE 7-050) ha de ser inferior a 2/3, en pes, de la que passa pel tam\'eds 0,40 (UNE 7-050).\par La composici\'f3 granulom\'e8trica ha de ser l'adequada al seu \'fas i ha de ser la que es defineix a la partida d'obra en qu\'e8 intervingui o, si no hi consta, la que estableixi expl\'edcitament la DF.\par Coeficient de desgast "Los Angeles" (NLT-149): < 50\par \'cdndex CBR (NLT-111): > 20\par Contingut de mat\'e8ria org\'e0nica: Nul\par Mida del granulat:\par - Saul\'f3 garbellat: <= 50 mm\par - Saul\'f3 no garbellat: <= 1/2 gruix de la tongada\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament i emmagatzematge: De manera que no s'alterin les seves condicions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }RH@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@  @@@@@Jou668bJJJJ686q686 J686q6@6 J686q866 J68:8666J68::666J68:<666 J68:>666J68:@666 J68:B666 J68:D666xJ68:F666J68:H666lJ68:J666 J68:L666 J68:O6665 J68:Q666J68:S666 J68:U666KJ68:W666KJ68:[666 J68:^666J68:`666J68:b666J68:f666J68<<666 J68<>666J68<@6665J686666J68>H666lJ68@6666J68Bf666L6888666L6<88@66L6<8:6:6L6<8:>66L6<8:@66  L6<::666 L6<<:<66xL6<68L6@:8866lL6@:8:66lL6@:D6<6KL6@<:<86L6@J:86:lL6@J:86< L6@J::6:L6B><66MxL6B>@66ML6B@:6@6L6B@HB6LL6B@HB6ML6B@HB6[xL6D86:F6L6D88686lL6D886:6K L6D8>666)L6H68666?L6H6@666 L6H6D866 L6H88666 D L6H>8>M6L6J8>:66L6J:o8B6 L6J:o8B@ L6J<8666L6J<:666L6J>>666KL6J>J>66lL6JB8@66L6JB8B66_ L6JB66 L6JD8B66 L6JD8D66 L6JD8H66 L6JD8J66L6JD8M66 L6JD8Q66 L6JD8U66 L6JD@B66 L6JF8686L6JMo^Yq L6L:J666L6L<>88M:L6L<>8M>5L6MM8666KL6MM8iQU L6MM@666? 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LS@:O@66LS@J>:66 LS@J@<66 LS@JBB66 LS@JDB66 LS@JFB66 LS@JJB66 LS@JLJ66 LS@JMJ66 LS@L:<66 LSM8@L66) LSMH8fLB LSh`6 LSh86  LSs@J:L6 LSs@J>L6 LSs@J@L6 LSs@JBL6 LSs@JDL6 LSs@JFL6 LSs@JJL6 LSs@JLL6 LSs@JML6 LSs@Lm8> LSs@Lm:> LSs@Lv@@ LSs@v86@ LSs@v:6@ LSs@v<6@ LSsM8<:6 LSsM8@:6) LSsi88>8  LSv@J:L6 LSv@J>L6 LSv@J@L6 LSv@JBL6 LSv@JDL6 LSv@JFL6 LUB:88qqILUB:88uu LUB:O8H[ILUB<8k<ILUO8>:86 LUOx886:LUs8@666I LUs:8666ILUs:<666 LUs:M666LUs:O666 LUs8666LUs>:666 LUsB:666ILUsB<666ILUvJ[[LW:O>J[vLW:O>JkvLW<:s688 .LWB8QF<> LWB8`MJ8 .LWB8`MJ: .LWL8D@@6 .LWm8o6:6 .LWm8o6<6 .LWoF:<LJ8fL[:J8:8L[<<88@8 L[:o686L[>Bo68@L[>Bo6:6Lb<>B>:6LdUJo:QDKLi@od^Q M8868:66 M8<88886 M8<888:6KM8<8@686KM8<8@6:6KM8<8B8O6M8<<@6F6M8<866M8D6@B66M8D6W666M:668666 M:66<666M:66D666M:66L666M:66W666 M:66f6665M:66k666MiQ:<666KMx8D:666 O6D68>B8O6D68B>8O6D68F:8O6D68H88)O6D6J>O8O6D6JFL8 O6DD8688O6DJJ666O6D[8866lO6L:J866O6L<>88M>O6L<>8MB5Je  { i Y DNNVsq^B BGW3PARTS PROPORCIONALS D'ACCESSORIS PER A CONDUCTORS ELCTRICS DE TENSI BAIXAETProjecte del'ampliaci i refor^Z G BGWPARTS PROPORCIONALS D'ACCESSORIS PER A INSTAL.LACIONS ELCTRIQUESETProjecte del'ampliaci i reforSO G BG3BPLATINES DE COURE NUESETProjecte del'ampliaci i refore)% G BG3CONDUCTORS ELCTRICS PER A TENSI BAIXAETProjecte del'ampliaci i reforu95 G BGMATERIALS PER A INSTAL.LACIONS ELCTRIQUESETProjecte del'ampliaci i reforv:6 G EG3BPLATINES DE COURE NUESPOProjecte del'ampliaci i refore)% G EG3CONDUCTORS ELCTRICS PER A TENSI BAIXAPOProjecte del'ampliaci i reforu95 G EGINSTAL.LACIONS ELCTRIQUESPOProjecte del'ampliaci i reforf*& G %NFamilia NINProjecte del'ampliaci i reforU G BN34VLVULES D'ESFERA MANUALS SOLDADESETProjecte del'ampliaci i reforq51 G BN3VLVULES D'ESFERAETProjecte del'ampliaci i refor_# G BNVLVULES, BOMBES I GRUPS DE PRESSIETProjecte del'ampliaci i reforo3/ G EN34VLVULES D'ESFERA SOLDADESPOProjecte del'ampliaci i refori-) G EN3VLVULES D'ESFERAPOProjecte del'ampliaci i refor_# G ENVLVULES, BOMBES I GRUPS DE PRESSIPOProjecte del'ampliaci i reforo3/ G B0A7ABRAADORESETProjecte del'ampliaci i reforZ G BFYCPARTS PROPORCIONALS D'ELEMENTS DE MUNTATGE PER A TUBS DE POLIPROPILETProjecte del'ampliaci i reforWS G BFYELEMENTS DE MUNTATGE DE TUBS DE GASOS I FLUIDSETProjecte del'ampliaci i refor|@< G BFC1TUBS DE POLIPROPIL A PRESSIETProjecte del'ampliaci i reforl0, G BFCTUBS I ACCESSORIS DE POLIPROPILETProjecte del'ampliaci i reforn2. G BFWCACCESSORIS GENRICS PER A TUBS DE POLIPROPILETProjecte del'ampliaci i refor|@< G BFWACCESSORIS GENRICS DE TUBS PER A GASOS I FLUIDSETProjecte del'ampliaci i refor~B> G EFC1TUBS DE POLIPROPIL A PRESSIPOProjecte del'ampliaci i reforl0, G EFCTUBS DE POLIPROPILPOProjecte del'ampliaci i refora%! G EFTUBS I ACCESSORIS PER A GASOS I FLUIDSPOProjecte del'ampliaci i reforr62 G E83BAPLACATS DE PEDRA CALCRIA TREBALLADAPOBanc GISA Edificaci Obra Novat84 G B83MATERIALS PER A APLACATSETBanc GISA Edificaci Obra Novaf*& G B83ZMATERIALS AUXILIARS PER A APLACATSETBanc GISA Edificaci Obra Novaq51 G B0GPEDRES NATURALS I ARTIFICIALSINBanc GISA Edificaci Obra Novak/+ G B0G1PEDRES NATURALSINBanc GISA Edificaci Obra Nova^" GLVALet{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Aportaci\'f3 i estesa de materials per al condicionament del terreny.\par S'han considerat els materials seg\'fcents:\par - Gr\'e0nuls de poliestir\'e8\par - Argila expandida\par - Palet de riera\par - Saul\'f3\par - Sorra\par - Terra vegetal, de bosc, \'e0cida o volc\'e0nica\par - Roldor de pi\par - Torba\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Aportaci\'f3 del material corrector\par - Incorporaci\'f3 al terreny del material corrector\par CONDICIONS GENERALS:\par El material aportat ha de formar una barreja uniforme amb els altres components i amb el substrat existent, si \'e9s el cas.\par Els gr\'e0nuls de poliestir\'e8, l'argila expandida, el palet de riera, el saul\'f3 o la sorra aportats, no han de tenir impureses ni mat\'e8ria org\'e0nica.\par La terra, el roldor de pi o la torba aportats, no han de tenir elements estranys ni llavors de males herbes.\par Quan la superf\'edcie final acabada \'e9s poc drenant, ha de tenir els pendents necessaris per a evacuar l'aigua superficial.\par Toler\'e0ncies d'execuci\'f3:\par - Anivellament: \'b1 3 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par L'aportaci\'f3 s'ha de fer en capes de gruix uniforme i paral\'b7leles a l'explanada, sense produir danys a les plantacions existents.\par L'estesa s'ha de fer abans o a la vegada que les feines d'acondicionament del terreny.\par Els gr\'e0nuls de poliestir\'e8 s'han d'abocar sota dels altres components i s'han de barrejar immediatament.\par Quan la superf\'edcie final \'e9s drenant, s'ha de comprovLVAL0{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Llosa de pedra natural per a col\'b7locar amb un revestiment (parets, terres, taulells, etc.).\par Les pedres considerades s\'f3n:\par - Gres\par - Calc\'e0ria\par - Gran\'edtica\par Els acabats superficials considerats s\'f3n:\par - Serrada i sense polir\par - Abuixardada\par - Polida\par - Polida i abrillantada\par - Tosquejada\par - Flamejada\par CARACTER\'cdSTIQUES GENERALS:\par Ha de ser de constituci\'f3 homog\'e8nia, de gra uniforme i no ha de tenir esquerdes, p\'e8ls, buits o cavitats provinents de restes org\'e0nics.\par No ha de tenir n\'f2duls o ronyons que puguin dificultar-ne la talla.\par Ha de ser sana, estable enfront dels agents atmosf\'e8rics i no gelable.\par La llosa ha de tenir un color i una textura uniformes a tota la superf\'edcie.\par Les arestes han de ser rectes, fetes a escaire, sense cantells escantonats. Les cares han de ser planes.\par En colpejar la pe\'e7a amb un martell ha de donar un so clar i els seus fragments han de tenir les arestes vives.\par Ha de tenir bones condicions d'adher\'e8ncia per als morters.\par Ha de complir les condicions subjectives requerides per la DF.\par Les dimensions de la pe\'e7a es donaran amb mil.l\'edmetres i amb el seg\'fcent ordre: longitud (l), amplada ( b) i gruix (d).\par Els acabats superficials s\'92han d\'92extendre uniformement fins a les arestes de la pe\'e7a.\par En acabats superficials on s\'92utilitzi algun material de farciment per a forats, discontinu\'eftats i esquerdes caldr\'e0 indicar el tipus de tractament i la naturalesa dels materials afegits.\par El subministrad LVAL ar que la base t\'e9 els pendents suficients per a l'evacuaci\'f3 de l'aigua superficial.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum amidat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALor aportar\'e0 la mostra de refer\'e8ncia, d\'92acord amb UNE-EN 12058 i/o UNE-EN 12057 i/o UNE-EN 1469 i/o UNE-EN 1341.\par Pes espec\'edfic (UNE_EN 1936):\par - Pedra de gres: >= 24 kN/m3\par - Pedra calc\'e0ria: >= 20 kN/m3\par - Pedra gran\'edtica: >= 25 kN/m3\par PEDRA DE GRES:\par Llosa de pedra natural de gres obtinguda de roques d'origen sedimentari, constitu\'efda per sorra de quars i materials aglomerants diversos.\par No ha de tenir elements aglomerants de tipus argil\'f3s o calcinal.\par PEDRA CALC\'c0RIA:\par Llosa de pedra natural calc\'e0ria obtinguda de roca cristal\'b7lina d'origen sedimentari constitu\'efda b\'e0sicament per carbonat c\'e0lcic.\par La seva composici\'f3 no ha de ser excesivament bituminosa ni rica en argila.\par PEDRA GRAN\'cdTICA:\par Llosa de pedra natural gran\'edtica obtinguda de roca cristal\'b7lina d'origen eruptiu constitu\'efda b\'e0sicament per quars, feldespat i mica.\par No ha de tenir s\'edmptomes de descomposici\'f3 en els seus feldespats caracter\'edstics.\par RAJOLES DE PEDRA NATURAL PER A \'daS COM A PAVIMENT EXTERIOR D\'92ACORD AMB LA NORNA UNE-EN 1341:\par L\'92ampl\'e0ria nominal ha de ser superior a 150 mm.\par Els requisits de les rajoles de pedra natural per a \'fas en paviments exteriors s\'f3n els seg\'fcents: \par Resist\'e8ncia al gla\'e7/desgla\'e7: Ha de complir la norma UNE-EN 12371\par Resist\'e8ncia a la flexi\'f3 sota c\'e0rrega concentrada (F=<20 kN): Ha de complir les normes UNE-EN 12372 i UNE-EN 12372/AC\par Resist\'e8ncia a l\'92abrasi\'f3: Ha de complir la norma UNE-EN 1341.\par Resist\'e8ncia al lliscament: Ha de complir la norma UNE-EN 1341.\par Absorci\'f3 d\'92aigua a la pressi\'f3 atmosf\'e8rica: Ha de complir la norma UNE-EN 13755\par Toler\'e0ncies:\par - Desviaci\'f3 permesa de la dimensi\'f3 en planta respecte a les nominals:\par - Classe 1 (marcat P1):\par - Rajoles de vores tallades de dimensi\'f3 nominal =< 700 mm: \'b1 4 mm\par - Rajoles de vores tallades de dimensi\'f3 nominal > 700 mLVALm: \'b1 5 mm\par - Rajoles de vores partides: \'b1 10 mm\par - Classe 2 (marcat P2):\par - Rajoles de vores tallades de dimensi\'f3 nominal =< 700 mm: \'b1 2 mm\par - Rajoles de vores tallades de dimensi\'f3 nominal > 700 mm: \'b1 3 mm\par - Rajoles de vores partides: \'b1 10 mm\par - Difer\'e8ncia m\'e0xima entre la llarg\'e0ria de dues diagonals:\par - Classe 1 (marcat D1):\par - Llarg\'e0ria < 700 mm : 6 mm\par - Llarg\'e0ria => 700 mm : 8 mm\par - Classe 2 (marcat D2):\par - Llarg\'e0ria < 700 mm : 3 mm\par - Llarg\'e0ria => 700 mm : 6 mm\par - Desviaci\'f3 de la mesura del gruix respecte al gruix nominal:\par - Classe 0 (marcat T0): Cap requisit per a la mesura del gruix\par - Classe 1 (marcat T1):\par - Gruix =< 30 mm: \'b1 3 mm\par - 30 mm < gruix =< 60 mm: \'b1 4 mm\par - > 60 mm de gruix: \'b1 5 mm\par - Classe 2 (marcat T2):\par - Gruix =< 30 mm: \'b1 10%\par - 30 mm < gruix =< 60 mm: \'b1 3 mm\par - > 60 mm de gruix: \'b1 4 mm\par - Desviaci\'f3 de la planor al llarg de les arestes (rajoles texturades):\par - Vora recta m\'e9s llarga > 0,5 m:\par - Cara de textura fina: \'b1 2 mm\par - Cara de textura gruixuda: \'b1 3 mm\par - Vora recta m\'e9s llarga > 1 m:\par - Cara de textura fina: \'b1 3 mm\par - Cara de textura gruixuda: \'b1 4 mm\par - Vora recta m\'e9s llarga > 1,5 m:\par - Cara de textura fina: \'b1 4 mm\par - Cara de textura gruixuda: \'b1 6 mm\par RAJOLES PER A PAVIMENTS I ESCALES I PLAQUETES D\'92ACORD AMB LES NORMATIVES UNE-EN 12058 I UNE-EN 12057 \par Les plaquetes s\'f3n les peces que tenen un gruix inferior a 12mm.\par Els requisits per a les rajoles de pedra naturals per a paviments i escales i per a plaquetes s\'f3n els seg\'fcents:\par - Resist\'e8ncia a la flexi\'f3: Ha de complir la norma UNE-EN 12372\parLVAL - Resist\'e8ncia a l\'92adher\'e8ncia: Ha de complir la norma UNE-EN 12058 o UNE-EN 12057\par - Absorci\'f3 de l\'92aigua a la pressi\'f3 atmosf\'e8rica: Ha de complir la norma UNE-EN 13755\par - Reacci\'f3 al foc : Ha de complir la norma UNE-EN 12058 o UNE-EN 12057\par - Absorci\'f3 a l\'92aigua per capil.laritat : Ha de complir la norma UNE-EN 1925\par - Densitat aparent o porositat oberta: Ha de complir la norma UNE-EN 1936\par - Resist\'e8ncia al gla\'e7/desgla\'e7: Ha de complir la norma UNE-EN 12371\par - Resist\'e8ncia al xoc t\'e8rmic: Ha de complir la norma UNE-EN 14066\par - Permeabilitat al vapor d\'92aigua: Ha de complir la norma UNE-EN 12524\par - Resist\'e8ncia a l\'92abrasi\'f3 (excepte en cas de peces per a s\'f3cols i davanters d\'92escales): Ha de complir la norma UNE-EN 14157.\par - Resist\'e8ncia al lliscament: Ha de complir la norma UNE-EN 12058 o UNE-EN 12057\par - Tactebilitat: (excepte en cas de peces per a s\'f3cols i davanters d\'92escales): Ha de complir la norma UNE-EN 12058 o UNE-EN 12057\par Toler\'e0ncies:\par Toler\'e0ncies per peces amb gruix >12mm\par - Gruix nominal E en mm:\par - 12<E<=15: \'b11,5 mm\par - 15<E<=30: \'b110%\par - 30<E<=80: \'b13 mm\par - E>80 : \'b15 mm\par - En el cas de cares exfoliades / trencades de forma natural els valors anteriors no s\'f3n v\'e0lids i el fabricant declarar\'e0 les toler\'e0ncies de gruix.\par - Planor : <=2% de la longitud de la rajola i <=3mm\par En el cas de cares exfoliades de forma natural el fabricant declarar\'e0 les toler\'e0ncies.\par - Longitud i ampl\'e0ria: \par +---------------------------------------------------------------+\par \'a6 Longitud o ampl\'e0ria nominal en mm. \'a6 <600 \'a6 >=600 \'a6\par \'a6-----------------------------------------\'a6----------\'a6----------\'a6\par \'a6 Gruix d\'92arestes bisellades <= 50 mm \'a6 \'b11mm \'a6 \'b11,5mm \'a6\par \'a6 Gruix d\'92arestes bisellades > 50mm \'a6 \'b12mm \'a6 \'b13 mm \'a6\pa.LVALE EE̙ ˙ = ==/ Ǔ<<<80 \'b15 mm\par - En el cas de cares amb esquerdes o sots naturals, els valors anteriors no s\'f3n aplicables i el fabricant declarar\'e0 les toler\'e0ncies de gruix.\par - Planor : <=2% de la longitud de la rajola i <=3mm\par En el cas de cares exfoliades de forma natural el fabricant declarar\'e0 les toler\'e0ncies.\par - Longitud i ampl\'e0ria: \par +---------------------------------------------------------------+\par \'a6 Longitud o ampl\'e0ria nominal en mm. \'a6 <600 \'a6 >=600 \'a6\par \'a6-----------------------------------------\'a6----------\'a6----------\'a6\par \'a6 Gruix d\'92arestes bisellades <= 50 mm \'a6 \'b11mm \'a6 \'b11,5mm \'a6\par \'a6 Gruix d\'92arestes bisellades > 50mm \'a6 \'b12mm \'a6 \'b13 mLVALm \'a6\par +---------------------------------------------------------------+\par - Localitzaci\'f3 d\'92ancoratges ( localitzaci\'f3 especifica, profunditat i di\'e0metre dels ancoratges del passador):\par - Localitzaci\'f3 de l\'92eix mesurat al llarg de la longitud o ampl\'e0ria de la rajola: \'b12 mm\par - Localitzaci\'f3 de l\'92eix mesurat al llarg del gruix: \'b11mm (mesurat des la cara exposada)\par - Profunditat del forat: +3 / -1mm\par - Di\'e0metre del forat +1 / -0,5mm\par - Per a altres formes de fixaci\'f3 el fabricant declarar\'e0 les toler\'e0ncies especifiques.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Subministrament: Les peces han d\'92anar protegides durant el transport. Si es fan servir fleixos met\'e0l.lics a l\'92embalatge, aleshores aquests han de ser resistents a la corrosi\'f3.\par Les superf\'edcies polides s\'92han de protegir amb mitjans adequats\par RAJOLES DE PEDRA NATURAL PER A \'daS COM A PAVIMENT EXTERIOR D\'92ACORD AMB LA NORNA UNE-EN 1341:\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par A l\'92embalatge o b\'e9 a l\'92albar\'e0 de lliurament, hi ha de constar la seg\'fcent informaci\'f3 com a m\'ednim:\par - El nom petrogr\'e0fic de la pedra (d\'92acord amb la norma UNE-EN 12407)\par - El nom comercial de la pedra\par - El nom i direcci\'f3 del prove\'efdor\par - El nom i la localitzaci\'f3 de la pedrera\par - Refer\'e8ncia a la norma UNE-EN 1341\par - Identificaci\'f3 del producte segons la classificaci\'f3 de la norma UNE-EN 1341 i els valors declarats pel fabricant:\par - Dimensions (excepte si la pedra es subministra en grand\'e0ries aleatories)\par - Resist\'e8ncia al gla\'e7/desgla\'e7\par - Resist\'e8ncia a la flexi\'f3\par - LVALResist\'e8ncia a l\'92abrasi\'f3\par - Resist\'e8ncia al lliscament\par - Absorci\'f3 d\'92aigua\par - Tractament qu\'edmic superficial\par - Han de portar el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol. El s\'edmbol normalitzat CE s\'92ha d\'92acompanyar de la seg\'fcent informaci\'f3:\par - Nom o marca d\'92identificaci\'f3 i direcci\'f3 declarada del fabricant\par - Les 2 \'faltimes xifres de l\'92any d\'92impressi\'f3 del marcatge\par - Refer\'e8ncia a la norma EN 1341\par - L\'92\'fas previst i la descripci\'f3 de la llosa\par En les rajoles destinades a \'e0rees exteriors de circulaci\'f3 de vianants i vehicles, incloses les zones delimitades per als transports p\'fablics, ha de constar a m\'e9s:\par - La resist\'e8ncia a flexi\'f3\par - La resist\'e8ncia al lliscament (si procedeix)\par - La resist\'e8ncia al derrapatge (si procedeix)\par - La durabilitat\par - Tractament superficial qu\'edmic (si procedeix)\par Emmagatzematge: En llocs adequats sense possibilitat de ser atacades per agents agressius i de manera que no es trenquin ni s'escantonin.\par RAJOLES PER A PAVIMENTS I ESCALES I PLAQUETES D\'92ACORD AMB LES NORMATIVES UNE-EN 12058 I UNE-EN 12057 \par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par -Sistema 3: (productes que requereixen assaig): Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzats per laboratori notificat.\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par A l\'92embalatge i/o sobre la documentaci\'f3 comercial que acompanya el producte hi ha de constar la seg\'fcent informaci\'f3 com a m\'ednim: \par - Refer\'e8ncia d\'92aquesta norma europea (UNE-EN 12058 i/o UNE-EN 12057)\par - Nom i mLVAL` {\rtf1\ansi \deff5\deflang1033{\fonttbl{\f5\fswiss\fcharset0\fprq2 Arial;}}{\colortbl;\red0\green0\blue0;\red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128;\red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\nowidctlpar \f5\fs18\lang1034 \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}}{\info{\title BB\'09MATERIALS PER A PROTECCIONS I SENYALITZACIO}{\author Toni Pla}{\operator Toni Pla}{\creatim\yr1998\mo7\dy7\hr9\min51}{\revtim\yr1998\mo7\dy7\hr9\min51}{\version1}{\edmins0}{\nofpages1}{\nofwords448}{\nofchars2557}{\*\company ITEC}{\vern57443}}\paperw11907\paperh16840\margl1701\margr1701\margt1418\margb1418 \widowctrl\ftnbj\aenddoc\hyphhotz425\hyphcaps0 \fet0\sectd \linex0\headery709\footery709\colsx709 {\*\pnseclvl1\pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5\pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \qj\fi-720\li720\sl240\slmult0\nowidctlpar \f5\fs18\lang1034 {\b\fs20 BB\tab MATERIALS PER A PROTECCIONS I SENYALITZACIO\par BB1\tab BARANES\par }{\b BB12\tab BARANES D'ACER\par }\pard \qj\sl240\slmult0\nowidctlpar {\fs16 \par }1.- {\ul DEFINICIO I CARACTERISTIQUES DELS ELEMENTS\par }{\fs16 \par \par DEFINICIO:\par Conjunt de perfils d'acer que forman el bastidor i el pany de paret de la barana de protecci\'f3.\par S'han considerat els tipus de barLVALanes seg\'fcents:\par }\pard \qj\li770\sl240\slmult0\nowidctlpar {\fs16 - De perfils buits d'acer\par - De perfils IPN\par }\pard \qj\sl240\slmult0\nowidctlpar {\fs16 \par BARANES DE PERFILS BUITS D'ACER:\par Han de tenir un aspecte uniforme i sense defectes superficials.\par La grand\'e0ria, tipus i disposici\'f3 dels perfils han de complir el que s'especifica a la documentaci\'f3 t\'e8cnica del projecte.\par La uni\'f3 dels perfils s'ha de fer per soldadura (per arc o per resist\'e8ncia).\par S'admet tamb\'e9 la uni\'f3 amb cargols autoroscants en el cas que el perfil tingui plecs fets especialment per a allotjar les femelles dels cargols.\par El moment d'in\'e8rcia dels perfils de la barana no solidaris amb l'obra ha de ser de manera que, sotmesos a les condicions de carga m\'e9s desfavorables, la fletxa sigui < L/250.\par La disposici\'f3 dels barrots ser\'e0 de tal manera que no ha de permetre el pas a cap punt, d'una esfera de di\'e0metre equivalent a la separaci\'f3 entre br\'e8ndoles, ni ha de facilitar l'escalada.\par Els muntants han de portar incorporats els dispositius d'ancoratge previstos al projecte.\par Toler\'e0ncies:\par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505 {\fs16 - Llarg\'e0ria del perfil\tab \'b1 1 mm\par - Secci\'f3 del perfil\tab \'b1 2,5%\par - Rectitud d'arestes\tab \'b1 2 mm/m\par - Torsi\'f3 del perfil\tab \'b1 1\'b0/m\par - Planor\tab \'b1 1 mm/m\par - Angles\tab \'b1 1\'b0\par }\pard \qj\sl240\slmult0\nowidctlpar {\fs16 \par BARANES DE PERFILS IPN:\par Ha d'estar formada per un conjunt de tubs rodons i muntants d'acer laminat, galvanitzats en calent.\par La separaci\'f3 entre muntants ha de ser <= 2 m\par Les dimensions del tub i dels muntants han de ser les especificades en el projecte.\par Les superf\'edcies dels perfils han de ser llises, uniformes i sense defectes superficials.\par El gruix dels perfils ha de ser uniforme en tota la seva llarg\'e0ria.\par El recobriment dels elements ha de ser llis, homogeni i sense discontLVALinu\'eftats a la capa de zinc. No ha de tenir taques, inclusions de flux, cendres o clapes.\par No ha de tenir exfoliacions visibles ni bombolles, ratlles, picadures o punts sense galvanitzar.\par }\pard \qj\sl240\slmult0\nowidctlpar\tqr\tldot\tx8505 {\fs16 Tipus d'acer\tab A-42 b\par Protecci\'f3 de galvanitzaci\'f3\tab >= 400 g/m2\par Puresa del zinc\tab >= 98,5%\par }\pard \qj\sl240\slmult0\nowidctlpar {\fs16 \par }2.- {\ul CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par }{\fs16 \par \par BARANES DE PERFILS BUITS D'ACER:\par Subministrament: Amb les proteccions necess\'e0ries perqu\'e8 arribi a l'obra amb les condicions exigides i amb l'escairat previst.\par Emmagatzematge: Protegida contra les pluges, els focus d'humitat i de les zones on pugui rebre impactes. No ha d'estar en contacte amb el terra.\par \par BARANES DE PERFILS IPN:\par Subministrament: Els elements d'acer laminat han de portar gravades en relleu les sigles del fabricant i el s\'edmbol de designaci\'f3 de l'acer.\par Emmagatzematge: Protegida contra les pluges, els focus d'humitat i de les zones on pugui rebre impactes. No ha d'estar en contacte amb el terra.\par \par }3.- {\ul UNITAT I CRITERIS D'AMIDAMENT\par }{\fs16 \par m de llarg\'e0ria necess\'e0ria subministrada a l'obra.\par \par }4.- {\ul NORMATIVA DE COMPLIMENT OBLIGATORI\par }{\fs16 \par \par BARANES DE PERFILS BUITS D'ACER:\par NBE EA-95 "Estructuras de acero en edificaci\'f3n"\par \par BARANES DE PERFILS IPN:\par No hi ha normativa de compliment obligatori.\par }}LVALarca identificativa del productor o el importador si \'e9s el responsable de la posta en el mercat.\par - Dos \'faltims d\'edgits de l\'92any en el que el marcat es va fixar \par - Classificaci\'f3 del producte (nom tradicional, fam\'edlia petrogr\'e0fica, etc d\'92acord amb UNE-EN 12440) i els usos finals\par - Caracter\'edstiques:\par - Per a rajoles per a paviments i escales d\'92\'fas intern:\par - Reacci\'f3 al foc\par - Resist\'e8ncia a la flexi\'f3\par - Resist\'e8ncia al lliscament\par - Tactilitat\par - Densitat aparent\par - Per a rajoles per a paviments i escales d\'92\'fas extern:\par - Resist\'e8ncia a la flexi\'f3\par - Resist\'e8ncia al lliscament\par - Tactilitat\par - Resist\'e8ncia a les gelades\par - Resist\'e8ncia al xoc t\'e8rmic\par Emmagatzematge: En llocs protegits contra els impactes.\par PLAQUES PER A REVESTIMENTS MURALS DE PEDRA NATURAL D\'92ACORD AMB NORMATIVA UNE-EN 1469. \par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par -Sistema 3: (productes que requereixen assaig): Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzats per laboratori notificat.\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par A l\'92embalatge i/o sobre la documentaci\'f3 comercial que acompanya el producte hi ha de constar la seg\'fcent informaci\'f3 com a m\'ednim: \par - Refer\'e8ncia d\'92aquesta norma europea (UNE-EN 1469)\par - Nom i marca identificativa del productor o el importador si \'e9s el responsable de la posta en el mercat.\par - Dos \'faltims d\'edgits de l\'92any en el que el marcat es va fixar \par - Classificaci\'f3 del producte (nom tradicional, fam\'edlia petrogr\'e0fica, etc d\'92acord amb UNE-EN 12440) i els usos finals\par LVAL~{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Operacions de c\'e0rrega i transport, o de transport amb temps d\'92espera per a la c\'e0rrega, de terres, material d\'92excavaci\'f3 i residus de la construcci\'f3.\par S'han considerat els tipus seg\'fcents:\par - Transport o c\'e0rrega i transport de terres i material procedent de l\'92excavaci\'f3, dins de l'obra o entre obres, amb d\'famper o mototragella o cami\'f3\par - Transport o c\'e0rrega i transport de terres i material procedent d'excavaci\'f3 a un a monodip\'f2sit o centre de reciclatge, amb contenidor, d\'famper o cami\'f3\par - Transport o c\'e0rrega i transport de residus dins de l\'92obra amb cami\'f3 o d\'famper\par - Transport o c\'e0rrega i transport de residus de la construcci\'f3 a centre de reciclatge, a monodip\'f2sit, a abocador espec\'edfic o a centre de recollida i transfer\'e8ncia, amb contenidor o amb cami\'f3\par CONDICIONS GENERALS:\par L'operaci\'f3 de c\'e0rrega s'ha de fer amb les precaucions necess\'e0ries per a aconseguir unes condicions de seguretat suficients.\par Els vehicles de transport han de portar els elements adequats a fi d'evitar alteracions perjudicials del material.\par El trajecte que s'ha de rec\'f3rrer ha de complir les condicions d'ampl\'e0ria lliure i de pendent adequades a la maquin\'e0ria que s'utilitzi.\par A L'OBRA:\par Transport de terres i material d'excavaci\'f3 o del rebaix, o residus de la construcci\'f3, entre dos punts de la mateixa obra o entre dues obres.\par Les \'e0rees d'abocada han de ser les que defineixi la DF\par L'abocada s'ha de fer al lloc i aLVALmb el gruix de capa indicats.\par Les caracter\'edstiques de les terres han d'estar en funci\'f3 del seu \'fas, han de complir les especificacions del seu plec de condicions i cal que tinguin l'aprovaci\'f3 de la DF\par A CENTRE DE RECICLATGE, A MONODIP\'d2SIT, A ABOCADOR ESPEC\'cdFIC O A CENTRE DE RECOLLIDA I TRANSFER\'c8NCIA:\par S'han de transportar a l'abocador autoritzat tots els materials procedents de l'excavaci\'f3 que la DF no accepti com a \'fatils, o siguin sobrants.\par El transportista ha de lliurar un certificat on s\'92indiqui el lloc d\'92abocament, la classificaci\'f3 del centre on s\'92ha fet l\'92abocament i la quantitat de material de cada tipus que s\'92ha abocat.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par El transport s'ha de realitzar en un vehicle adequat, per al material que es desitgi transportar, prove\'eft dels elements que calen per al seu despla\'e7ament correcte.\par Durant el transport s'ha de protegir el material de manera que no es produeixin p\'e8rdues en els trajectes utilitzats.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum amidat amb el criteri de la partida d'obra d'excavaci\'f3 que li correspongui, incrementat amb el coeficient d'esponjament indicat en aquest plec, o qualsevol altre acceptat pr\'e8viament i expressament per la DF\par La unitat d'obra no inclou les despeses d'abocament ni de manteniment de l'abocador.\par TERRES:\par Es considera un increment per esponjament d'acord amb els criteris seg\'fcents:\par - Excavacions en terreny fluix: 15%\par - Excavacions en terreny compacte: 20%\par - Excavacions en terreny de tr\'e0nsit: 25%\par ROCA:\par Es considera un increment per esponjament d'un 25%.\par RESIDUS DE LA CONSTRUCCI\'d3:\par Es considera un increment per esponjament d'un 35%.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par LEY 10/1998 Ley 10/1998, de 21 de abril, de Residuos.\par DECRET 201/1994 Decret 201/1994, de 26 de juliol, regulador dels enderrocs i altres residus de la constrLVALucci\'f3.\par\pard\par }EH v vȀǀǀ|G|||nn{/?0@0@0@@umnOrderColumnHnDe__BQ51U002Mostrador de control Mos.2 de 165 cm. de llargaria total format per taulell superior de 73 cm. d'al@uBQ51U002INVE0?0@0@0@@umnOrderColumnHnDe__BQ51U002Mostrador de control Mos.2 de 165 cm. de llargaria total format per taulell superior de 73 cm. d'al@uBQ51U002INVEN.3VEN.3KAA77777333333)'0?HzG?HzG?HzG?HzG?@__B9CZ2000Beurada colorBeurada de colorkgB9CZ2000ETB9CZ2000Banc_GISA_Rehabilitaci_2008_vVEN.3D:: 0?Hz'A@Hz'A@Hz'A@Hz'A@@9 cm d'amplria"__B0GAB1L0Pea p.artif.blanca,motlle,ampl.=29cm\@6mB0GAB1L0ETB0GAB1L0Banc GISA Edificaci Obra NovaVEN.3H>> 0?(\r@(\r@(\r@(\r@@@et0\fprq2 Ar} {__BAM11AA5Tancament vidre lluna incol.tremp.g=10mm,1bat.+fix.mecniquesm@2m2BAM11AA5ETBAM11AA5Banc GISA Edificaci Obra NovaVEN.3bXX 0?$@$@$@$@@ de 2 i fins a 3 m de ll__B6Z113U3KCaixa per a persiana, de formig armat per a revestir, de 30x25 cm, de ms de 2 i fins a 3 m de llal@+mB6Z113U3KETVEN.3VEN.3LBB88888444444)' 0?A@A@A@A@@ria, per a revestir"CERhH8**__B4F7YLU1Llinda prefabricada de cermica armada de 14 cm d'amplria i 3.1 m de llargria, per a revestira@#mB4F7YLU1ETVEN.3VEN.3F<<22222......$" 0?ףp= r@HzC@)\(@3ı.no@\m r@@@nDescription Format__D0771011Morter asfltic,dosificaci 1:4,formigonera 165lP@!m3D0771011ECD0771011Banc_GISA_Rehabilitaci_2008_vVEN.3UKK"0?p= ף?p= ף?p= ף?p= ף?@ cm, de color vermell"arset2\fpr__B0FG3JA3Rajola cerm.fina rect.,el.mec. 28x14x1cm,vermellb@@=uB0FG3JA3ETB0FG3JA3Banc_GISA_Rehabilitaci_2008_vVEN.3TJJ 0?(\@(\@(\@(\@>@`Z@Taula='Famil__B2RA1200Disposic.monodipsit terres0@?=m3B2RA1200ETVEN.3VEN.3 0?Qk?@Qk?@Qk?@Qk?@@@`Z@__C1501700Cami transp.7 tCami per a transport de 7 thC1501700EQVEN.3VEN.3  q @ @ @ @ @ @ QJSDJ^6:J68:`666QJSDJ^6:J68<`666QJSDJ^6:LD[@6686QJSDJ^6:LD[@66H6QJSDJ^6:LJSDJ^6:QJSDJ^6<J68:`666QJSDJ^6<J68<`666QJSDJ^6<LD[@6686QJSDJ^6<LD[@66H6QJSDJ^6<LJSDJ^6<QPQJSDJ^i>J68:`666QJSDJ^i>J68<`666QJSDJ^i>LD[@6686QJSDJ^i>LD[@66H6QJSDJ^i>LJSDJ^i>OQJ`88JJ@J68:Q666QJ`88JJ@J68<Q666QJ`88JJ@LJ`88JJ@QJb@J^6:J68::666XQJb@J^6:J68>6666WQJb@J^6:LJb@J^6<SQJb@J^6<J68::666TQJb@J^6<J68>6666SQJb@J^6<LJb@J^6:RQJbJo8FBLJbJo8FB֘QJhOLf8JJ68:J666_QJhOLf8JJ68<J666^QJhOLf8JLJhOLf8JcQJhOLf8JLJxUmQM:aQJhOLf8JLJxUo66J`QJhOLf8JLJxUofLJbQJhOLf8JLJxWo668]QJhOLf8LJ68:J666QJhOLf8LJ68<J666QJhOLf8LLJhOLf8LQJhOLf8LLJxUmQM8QJhOLf8LLJxUo66JQJhOLf8LLJxUo66:QJhOLf8LLJxUoM68QJhOLf8LLJxWo668QJhOLf:MJ68:J6669QJhOLf:MJ68<J666:QJhOLf:MLJhOLf:M>QJhOLf:MLJxU\^QY;QJhOLf:MLJxUo66`=QJhOLf:MLJxUoff^= 5 000 mm: \'b1 5 mm\par - Ampl\'e0ria del perfil: \'b1 0,5 mm\par - Ampl\'e0ria de l\'92ala:\par - Ala compresa entre dos plecs: \'b1 0,5 mm\par - Ala compresa entre plec i vora tallada: \'b1 1,0 mm\par - Angle format per l\'92ala i l\'92anima: \'b1 2\'ba\par - Rectitud del perfil: < L/400 (L=llarg\'e0ria nominal)\par - Torsi\'f3: relaci\'f3 h/W < 0,1 (W=ampl\'e0ria nominal; h=dist\'e0ncia que es separa d\'92una superf\'edcie plana l\'92extrem no travat del perfil)\par Gruix de la planxa: >= 0,6 mm\par GANXO D'ACER GALVANITZAT:\par La part posterior del ganxo ha de tenir una forma que garanteixi l'ancoratge. La part davantera ha de garantir la subjecci\'f3 de les peces de l'aplacat.\par Di\'e0metre: >= 0,5 cm\par Llarg\'e0ria de l'ancoratge o suport de les peces: >= 2 cm\par PLATINA:\par La superf\'edcie de la platina ha de ser plana i els angles i les arestes han de ser rectes.\par La part posterior de la platina ha de dur un tall horitzontal amb les dues meitats resultants doblegades en sentit contraLVALri o amb una disposici\'f3 similar que n'asseguri l'ancoratge.\par L\'edmit el\'e0stic de l'acer: 420 N/mm2\par Llarg\'e0ria: >= 7 cm\par Gruix: >= 0,3 cm\par Al\'e7\'e0ria: >= 2,5 cm\par Llarg\'e0ria de l'ancoratge o suport de les peces: >= 2 cm\par ESTRUCTURA DE SUPORT PANNELLS:\par Es un conjunt de perfils verticals, perfils horitzontals, suports dels perfils i fixacions mec\'e0niques.\par Els perfils verticals s\'f3n de tipus omega, d\'92alumini, de 50x50 mm amb ales de 30 mm i 1,6 mm de gruix.\par Els suports han de ser peces en forma d\'92U de planxa d\'92alumini, amb perforacions per fixar els perfils verticals, i perforacions per a fixar els suports a la obra de f\'e0brica de l\'92edifici. Les perforacions han de ser colises, per tal de regular la posici\'f3 dels perfils i els suports.\par La estructura horitzontal ha de ser un conjunt de tubs d\'92alumini, i fixacions mec\'e0niques adaptats al tamany de les safates, per tal de refor\'e7ar-les horitzontament.\par Les fixacions mec\'e0niques han de ser adients al tipus de suport, i a les c\'e0rregues previstes a la DT.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par PERFILERIA:\par Subministrament: Embalats de manera que s'asseguri la seva rectitud.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par +---------------------------------------------------------------------------------+\par \'a6 Producte \'a6 \'das previst \'a6 Caracter\'edstiques \'a6 Sistema \'a6\par \'a6-------------------------------------------------\'a6---------------------\'a6---------\'a6\par \'a6 \'a6 En tots els usos subjectes a espe- \'a6 Reacci\'f3 al foc \'a6 3/4 \'a6\par \'a6 \'a6 cificacions de reacci\'f3 al foc \'a6---------------------\'a6---------\'a6\par \'a6 Perfileria \'a6 LVAL,G{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Operacions de c\'e0rrega i transport, o de transport amb temps d\'92espera per a la c\'e0rrega, de terres, material d\'92excavaci\'f3 i residus de la construcci\'f3 i operacions de tria dels materials sobrants i de rebuig que es generen a l\'92obra, o en un enderroc, per tal de classificar-los en funci\'f3 del lloc on es dipositaran o es reutilitzaran.\par S'han considerat els tipus seg\'fcents:\par - Transport o c\'e0rrega i transport de terres i material procedent de l\'92excavaci\'f3, dins de l'obra o entre obres, amb d\'famper o mototragella o cami\'f3\par - Transport o c\'e0rrega i transport de terres i material procedent d'excavaci\'f3 a un a monodip\'f2sit o centre de reciclatge, amb contenidor, d\'famper o cami\'f3\par - Transport o c\'e0rrega i transport de residus dins de l\'92obra amb cami\'f3 o d\'famper\par - Transport o c\'e0rrega i transport de residus de la construcci\'f3 a centre de reciclatge, a monodip\'f2sit, a abocador espec\'edfic o a centre de recollida i transfer\'e8ncia, amb contenidor o amb cami\'f3\par - Subministrament de bid\'f3 per a emmagatzemar residus potencialment perillosos.\par - C\'e0rrega i transport fins a centre de recollida o transfer\'e8ncia de bidons amb residus potencialment perillosos.\par - Classificaci\'f3 dels materials sobrants i de rebuig en funci\'f3 del lloc on es dipositaran o es reutilitzaran.\par - Desc\'e0rrega i emmagatzematge dels residus de l\'92obra en un lloc especialitzat, d\'92acord amb el tipus de residu.\par C\'c0RREGA I TRANSPORT DE TERRES I RESIDUS:\par L'operaci\'f3 de c\LVAL.D{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Bastiments de base amb tubs d'acer pintat o galvanitzat.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Col.locaci\'f3 pr\'e8via, aplomat i anivellat\par - Obertura dels caixetins per a introduir les potes de fixaci\'f3\par - Fixaci\'f3 definitiva i neteja\par\par CONDICIONS GENERALS:\par Ha d'estar ben aplomat, sense deformacions dels angles, i al nivell i al pla previstos.\par No ha de gravitar cap tipus de c\'e0rrega sobre el bastiment.\par Si el perfil no est\'e0 galvanitzat, haur\'e0 d'estar pintat amb dues mans d'emprimaci\'f3 antioxidant.\par Ha d'estar travat a l'obra per mitj\'e0 dels elements d'ancoratge.\par La uni\'f3 del bastiment de base amb la paret o el suport ha d'estar segellada en tot el per\'edmetre.\par Dist\'e0ncia entre elements travats a l'obra: <= 60 cm\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig: \'b1 10 mm\par - Nivell previst: \'b1 10 mm\par - Horitzontalitat: \'b1 1 mm\par - Aplomat (enfora): 3 mm\par - Pla previst del bastiment respecte a la paret: \'b1 2 mm\par\par 2.CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par El pla en qu\'e8 s'ha de col.locar el bastiment de base ha de ser segons el gruix que tingui l'acabat del parament.\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat amidada segons les especificacions de la D.T.\par La unitat d'obra no inclou el cost de la col.locaci\'f3 del bastiment, que \'e9s imputable a la unitat d'obra d'execuci\'f3 de la paret on va col.locat si la superf\'edcie del bastiment \'e9s igual o iHLVALXnferior a 4 m2, o a una unitat d'obra espec\'edfica de col.locaci\'f3 de bastiments en altre cas.\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL.D{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Conjunt de perfils d'acer galvanitzat que formen el bastiment de base de la finestra o balconera.\par\par CARACTER\'cdSTIQUES GENERALS:\par Els perfils han de provenir de la conformaci\'f3 progressiva d'una faixa d'acer.\par Totes les soldadures han d'estar recobertes amb pintura de pols de zinc amb resines (galvanitzat en fred).\par Han de tenir un aspecte uniforme, sense esquerdes, defectes supeficials, ni despreniments en el recobriment.\par La uni\'f3 entre perfils s'ha de fer per algun dels procediments seg\'fcents:\par - Soldadura: Per arc o per resist\'e8ncia\par - Cargols autoroscants: Nom\'e9s en el cas que el perfil tingui plecs fets especialment per a allotjar la seva rosca\par Ha de portar incorporats elements d'ancoratge d'acer galvanitzat.\par La secci\'f3 i la forma dels perfils han de ser les indicades a la D.T.\par Tipus d'acer (UNE 36-086): AP00 \'f3 AP01\par Protecci\'f3 de galvanitzat (UNE 36-130):\par - Tub d'acer: >= 385 g/m2\par - Soldadures: >= 346 g/m2\par Separaci\'f3 entre ancoratges: <= 60 cm\par Resist\'e8ncia a la tracci\'f3 (per a un gruix < 5 mm): >= 33 kp/mm2\par Duresa Brinell (UNE_EN_ISO 6506/1): > 65\par Toler\'e0ncies:\par - Llarg\'e0ria dels perfils (UNE 36-537): + 5 mm, - 0 mm\par - Gruix: El corresponent al gruix segons la taula V de la UNE 36-537\par - Dimensions de la secci\'f3: Les corresponents a la dimensi\'f3 del costat segons la taula IV de la UNE 36-537\par - Torsi\'f3: La corresponent a la taula VI de la UNE 36-537\par - Planor (UNE 36-537): 2 mm/m\par - Angles (UNE  LVAL 36-537): 2\'b0\par\par 2.CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Amb les proteccions necess\'e0ries perqu\'e8 arribi a l'obra amb les condicions exigides i amb l'escairat previst.\par Emmagatzematge: protegit de les pluges, els focus d'humitat i els impactes. No ha d'estar en contacte amb el terra.\par\par 3.UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat necess\'e0ria subministrada a l'obra.\par\par 4.NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL'e0rrega s'ha de fer amb les precaucions necess\'e0ries per a aconseguir unes condicions de seguretat suficients.\par Els vehicles de transport han de portar els elements adequats a fi d'evitar alteracions perjudicials del material.\par El trajecte que s'ha de rec\'f3rrer ha de complir les condicions d'ampl\'e0ria lliure i de pendent adequades a la maquin\'e0ria que s'utilitzi.\par RESIDUS ESPECIALS:\par Els materials potencialment perillosos han d\'92estar separats per tipus compatibles i emmagatzemats en bidons o contenidors adequats, amb indicaci\'f3 del tipus de perillositat.\par A L'OBRA:\par Transport de terres i material d'excavaci\'f3 o del rebaix, o residus de la construcci\'f3, entre dos punts de la mateixa obra o entre dues obres.\par Les \'e0rees d'abocada han de ser les que defineixi la DF.\par L'abocada s'ha de fer al lloc i amb el gruix de capa indicats.\par Les caracter\'edstiques de les terres han d'estar en funci\'f3 del seu \'fas, han de complir les especificacions del seu plec de condicions i cal que tinguin l'aprovaci\'f3 de la DF.\par A CENTRE DE RECICLATGE, A MONODIP\'d2SIT, A ABOCADOR ESPEC\'cdFIC O A CENTRE DE RECOLLIDA I TRANSFER\'c8NCIA:\par S'han de transportar a l'abocador autoritzat tots els materials procedents de l'excavaci\'f3 que la DF no accepti com a \'fatils, o siguin sobrants.\par El transportista ha de lliurar un certificat on s\'92indiqui el lloc d\'92abocament, la classificaci\'f3 del centre on s\'92ha fet l\'92abocament i la quantitat de material de cada tipus que s\'92ha abocat.\par DISPOSICI\'d3 DE RESIDUS:\par Cada material, en funci\'f3 de la seva classificaci\'f3 de tipus de residu, s\'92ha de disposar en un lloc adequat, legalment autoritzat per al tractament o emmagatzematge d\'92aquell tipus de residu.\par CLASSIFICACI\'d3 DE RESIDUS:\par Han d\'92estar classificats en contenidors o espais separats els materials inerts, com ara restes de formig\'f3, morters, cer\'e0mica, etc.. els materials org\'e0nics, com ara fustes, cartrons, etc., els met\'e0l\'b7lLVALics, els pl\'e0stics i els materials potencialment perillosos, com ara pintures, dissolvents, etc..\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par C\'c0RREGA I TRANSPORT DE TERRES I RESIDUS:\par El transport s'ha de realitzar en un vehicle adequat, per al material que es desitgi transportar, prove\'eft dels elements que calen per al seu despla\'e7ament correcte.\par Durant el transport s'ha de protegir el material de manera que no es produeixin p\'e8rdues en els trajectes utilitzats.\par RESIDUS DE LA CONSTRUCCI\'d3:\par La manipulaci\'f3 dels materials s\'92ha de fer amb les proteccions adequades a la perillositat del mateix.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par TRANSPORT DE TERRES O RESIDUS INERTS O NO ESPECIALS:\par m3 de volum amidat amb el criteri de la partida d'obra d'excavaci\'f3 que li correspongui, incrementat amb el coeficient d'esponjament indicat en el plec de condicions t\'e8cniques, o qualsevol altre acceptat pr\'e8viament i expressament per la DF.\par La unitat d'obra no inclou les despeses d'abocament ni de manteniment de l'abocador.\par TERRES:\par Es considera un increment per esponjament d'acord amb els criteris seg\'fcents:\par - Excavacions en terreny fluix: 15%\par - Excavacions en terreny compacte: 20%\par - Excavacions en terreny de tr\'e0nsit: 25%\par - Excavacions en roca: 25%\par RESIDUS DE LA CONSTRUCCI\'d3:\par Es considera un increment per esponjament d'un 35%.\par RESIDUS ESPECIALS:\par unitat de quantitat de bidons o contenidors subministrats i transportats al centre de recollida.\par TRANSPORT DE RESIDUS ESPECIALS:\par La unitat d\'92obra inclou tots els canons, taxes i despeses per la disposici\'f3 de cada tipus de residu al centre corresponent.\par CLASSIFICACI\'d3 DE RESIDUS:\par m3 de volum realment classificat d\'92acord amb les especificacions de la DT.\par DISPOSICI\'d3 DE RUNA O RESIDUS INERTS:\par m3 de volum de cada tipus de residu dipositat a l\'92abocador o centre de recollida corresponent.\par DISPOSICI\'d3 DE RESIDUS NO ESPECIALSLVAL O ESPECIALS:\par kg de pes de cada tipus de residu dipositat a l\'92abocador o centre de recollida corresponent.\par DISPOSICI\'d3 DE RESIDUS:\par La unitat d\'92obra inclou tots els canons, taxes i despeses per la disposici\'f3 de cada tipus de residu al centre corresponent.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Ley 10/1998, de 21 de abril, de Residuos.\par Decret 201/1994, de 26 de juliol, regulador dels enderrocs i altres residus de la construcci\'f3.\par Real Decreto 108/1991, de 1 de febrero, sobre la prevenci\'f3n y reducci\'f3n de la contaminaci\'f3n del medio ambiente producida por el amianto.\par Decret 161/2001 de 12 de juny, de modificaci\'f3 del Decret 201/1994 de 26 de juliol, regulador dels enderrocs i altres residus de la construcci\'f3.\par Decret 34/1996, de 9 de gener, pel qual s'aprova el Cat\'e0leg de residus de Catalunya.\par Decret 92/1999, de 6 d'abril, de modificaci\'f3 del Decret 34/1996, de 9 de gener, pel qual s'aprova el cat\'e0leg de Residus de Catalunya.\par\pard\par }LVAL \'a6 Altres \'a6 4 \'a6\par \'a6 met\'e0l.lica \'a6------------------------------------\'a6---------------------\'a6---------\'a6\par \'a6 \'a6 Per a situacions i usos no mencio- \'a6 Tots \'a6 4 \'a6\par \'a6 \'a6 nats anteriorment \'a6 \'a6 \'a6\par +---------------------------------------------------------------------------------+\par - Sistema 3: Declaraci\'f3 CE de conformitat del fabricant i informe o protocol dels assaigs inicials de tipus, realitzat pel laboratori notificat\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par El s\'edmbol normalitzat del marcatge CE (segons la directiva 93/68/CE) s\'92ha d\'92estampar sobre la perfileria de manera visible (o si no \'e9s possible, sobre l\'92etiqueta, l\'92embalatge, o la documentaci\'f3 comercial que acompanya al producte) i ha d\'92anar acompanyat de la seg\'fcent informaci\'f3 com a m\'ednim:\par - Nom, logotip o adre\'e7a declarada del fabricant\par - Les dues \'faltimes xifres de l\'92any de la impressi\'f3 del marcatge\par - Refer\'e8ncia a la norma europea EN 14195\par - Descripci\'f3 del producte: nom gen\'e8ric, material, dimensions i \'fas previst\par - Informaci\'f3 sobre les caracter\'edstiques essencials que han de declarar-se de la seg\'fcent manera:\par - Resist\'e8ncia a flexi\'f3, valor declarat\par - Reacci\'f3 al foc, Classe\par - Prestaci\'f3 No determinada (PND) per a aquelles caracter\'edstiques en les que sigui aplicable\par Emmagatzematge: En llocs protegits de la intemp\'e8rie i d'impactes.\par GANXO I PLATINA:\par Subministrament: En caixes.\par Emmagatzematge: En llocs protegits de la intemp\'e8rie i d'impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par GANXO, PLATINA I PERFILERIA:\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par ESTRUCTURA DE SUPORT PANNELLS:\par m2 de superf\'edcie a aplacar d\'92acord amb la DT.\par\par 4.- NORMATIVA DE COMPLIM LVAL ENT OBLIGATORI\par\par PERFILERIA:\par UNE-EN 14195:2005 Perfiler\'eda met\'e1lica para su uso en sistemas de placas de yeso laminado. Definiciones, especificaciones y m\'e9todos de ensayo.\par UNE-EN 14195:2005/AC:2006 Perfiler\'eda met\'e1lica para su uso en sistemas de placas de yeso laminado. Definiciones, especificaciones y m\'e9todos de ensayo.\par\pard\par }LVAL0{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Revestiments realitzats amb peces de morter de ciment, pedra natural o artificial.\par S\'92han contemplat els seg\'fcents tipus de revestiments:\par - Revestiments aplicats en paraments verticals, interiors o exteriors i en faixes exteriors, horitzontals o verticals, fixats amb morter i elements met\'e0l\'b7lics (ganxos o platines)\par - Revestiments muntats sobre estructura met\'e0l.ica de suport per a formaci\'f3 de fa\'e7ana ventilada\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par En els revestiments de peces fixades amb morter i ganxos:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig de l'especejament en el parament\par - Col\'b7locaci\'f3 de les peces\par - Rejuntat dels junts\par - Neteja del parament\par En els revestiments per a la formaci\'f3 de fa\'e7ana ventilada:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Comprovaci\'f3 de la planimetria de la fa\'e7ana\par - Col.locaci\'f3 de la estructura de suport\par - Replanteig de l'especejament en el parament\par - Fixaci\'f3 de les peces a la estructura de suport\par - Neteja del parament\par CONDICIONS GENERALS:\par En el revestiment acabat no hi ha d'haver peces esquerdades, escantonades ni tacades.\par El color i la textura han de ser uniformes en tota la superf\'edcie.\par Les peces han de quedar ben subjectades han de formar una superf\'edcie amb la planor i l'aplomat previstos.\par S'han de respectar els junts estructurals.\par L'especejament ha de complir les especificacions subjectives requerides pLVALer la DF.\par Toler\'e0ncies d'execuci\'f3:\par - Planor: \'b1 2 mm/2 m\par - Sobreplom cap a l'interior: \'b1 2 mm/2 m\par - Sobreplom cap a l'exterior: Nul\par REVESTIMENTS DE PECES FIXADES AMB MORTER I GANXOS:\par Els junts entre les peces de pedra, han d\'92estar reblerts i rejuntats amb beurada de ciment blanc i, eventualment, colorants, si la DF no especifica d\'92altres condicions.\par Cada pe\'e7a ha de quedar agafada amb elements de fixaci\'f3 (ganxos o platines) d'acer inoxidable, col\'b7locats en el junt horitzontal superior, en el cas dels ganxos o distribu\'efdes entre els junts horitzontals, en el cas de platines. Ha de portar dos separadors de policlorur de vinil en el junt horitzontal.\par Nombre de ganxos per pe\'e7a: >= 2\par Separaci\'f3 entre fixacions: <= 80 cm\par Penetraci\'f3 de la fixaci\'f3 dins de l'obra: >= 3,5 cm\par Morter d'uni\'f3 de la fixaci\'f3: Ciment p\'f2rtland i sorra de dossificaci\'f3 1:3\par REVESTIMENTS PER A LA FORMACI\'d3 DE FA\'c7ANA VENTILADA:\par El conjunt de la estructura de suport ha de ser estable i les deformacions han d\'92estar dintre dels par\'e0metres admissibles.\par La subestructura ha de formar una superf\'edcie plana i vertical.\par Els perfils han de quedar alineats.\par Per a la subjecci\'f3 de les peces es far\'e0 servir el sistema de fixacions subministrat pel fabricant. Tots els materials han de ser compatibles entre si i adequats a les c\'e0rregues que han de suportar. Queda expressament prohibit fer modificacions en el sistema de fixaci\'f3 de les peces.\par Els junts entre les peces ha de ser uniforme. No s\'92han de transmetre esfor\'e7os entre les peces ni entre aquestes i la estructura.\par Els punts singulars de la fa\'e7ana s\'92han de resoldre amb les peces adequades i han d\'92oferir la mateixa resist\'e8ncia que la resta del conjunt. \par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS\~:\par S'ha de treballar a una temperatura superior als 5\'b0C, amb vents de velocitat inferior als 50 km/h pLVALi sense pluja.\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par Un cop acabades les tasques de col.locaci\'f3 el revestiment, aquest s\'92ha de netejar i s\'92han de retirar de l\'92obra les restes de peces i els materials sobrants.\par REVESTIMENTS DE PECES FIXADES AMB MORTER I GANXOS:\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par La rejuntada s'ha de fer al cap de 24 h.\par La cara posterior de les peces s'ha de tractar amb beurada de ciment p\'f2rtland abans de col\'b7locar-les.\par Cada pe\'e7a s'ha de collar amb tocs de morter i despr\'e9s s'ha de reblir l'espai entre la pe\'e7a i el suport.\par No s'ha d'acceptar l'ancoratge per prolongaci\'f3 recta.\par REVESTIMENTS PER A LA FORMACI\'d3 DE FA\'c7ANA VENTILADA:\par El muntatge de la estructura de suport s\'92ha de fer seguint les instruccions de la documentaci\'f3 t\'e8cnica del fabricant. S\'92ha de seguir la seq\'fc\'e8ncia de muntatge proposada pel fabricant.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no n\'92ha d\'92alterar les caracter\'edstiques.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie executada realment, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVALMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidor LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruixILLΘ> 0 0 | " n  ` ` Ɋ 0 0||***vhĴZL˜>>>>UI@Pe@ 002FJS5U110$@gHH<61/*U?(\g@ 001FJS1U050" 1.000 1.000 C#*D#*E#*F# jj<61/*;Qk@Q^[@   001E2221852@ e HH<61/*B$@33333G@ ##001EFC15B22%@ .HH<61/*\(=@zGM@_ID & 006E81136L1\@ HH<61/*= ףp;@Gzݨ@ 007E83B5BHB@ HH<61/*J@(\u@ID017K7J510PB@HH<61/*O@Qɍ@016E7851510@HH<61/*OnU@{G"t@ID017E4425124b@HH<61/*&@Q@006EAM11AA52@.HH<61/*sh|[@Ru@   016K878111F@HH<61/*h|?!a@@ 005E881M130@ HH<61/* ףp=2`@Q|@DE005E7A1220Nf@.HH<61/*,fffffa@33333@004E8EZUF00@HH<61/*ʡY@@ID015K8781110@HH<61/*@RB@_ID & 014K21Z2760d@.HH<61/*@ףp= wg@_ID & 004E6Z13U3K0@.HH<61/*?{GN@002E4F7YLU1.@.HH<61/*?q= ףB@ 014K5ZR1GCU4@.HH<61/*?ףp= @za001PPA00GRC" 1.000 1.000 C#*D#*E#*F# jj<61/*?@װ@001PPA00GRR" 1.000 1.000 C#*D#*E#*F# jj<61/*$h@(\4@res, a001E242B039@w HH<61/*$h@{G@002E2RA1200@ w HH<61/*9Gz@(\Ix@ID005FR3P3G11L@ .HH<61/*9?q= ף3@ 004FR643131.@ .HH<61/*9?fffffn@003FR45UOLE"En pati 1 1 1 C#*D#*E#*F# jj<61/*9?C@*@002ER3P1311*@ .HH<61/*9?Q@_ID & 001E225AR703@.HH<61/*MbX@ ףp=C@_ID & 007E2251772@HH<61/*S@@HzV@_ID & 006E2241200@ HH<61/*;?\(\@ 005FR2G3A81(@.HH<61/*;jt@Gz?@ID004E2251772@HH<61/*;L7A`/@QF@ID003E2241200@HH<61/*$5@(\D@   004E2241100>@[HH<61/*?@o@005PPAUSAAF7@1$HH<61/*@Qr@ID003ED353355e@.HH<61/*>?(\T@ID005ED352355#@.$HH<61/*ffffff?(\/@029K21D3511<@+HH<61/*&@33333D@005ECZ3U003Z@_HH<61/*Z\(4@@   002EC1GU154@ HH<61/*ZjtR@Y:@001EC1GU000@HH<61/*Zq= ף.@= ףpnj@   003EC151C03@HH<61/*LVALWpM{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Vidre a\'efllant format per dos vidres laminars de seguretat que formen cambra estanca d'aire deshidratat, separades mitjan\'e7ant un intercalador met\'e0l\'b7lic amb producte dessecant a l'interior, amb segellat perimetral de butil i cautx\'fa de polisulfur.\par CARACTER\'cdSTIQUES GENERALS:\par El vidre laminar ha d'estar homologat d'acord amb la "ORDEN de 13 de marzo de 1986" com a resistent a l'impacte manual amb el nivell indicat.\par Les llunes que formen el vidre no han de tenir defectes superficials (de planimetria a les llunes no trempades, de paral\'b7lelisme en les seves cares, d'ondulacions, d'incrustacions, ratlles, esquerdes, etc.).\par No ha de tenir defectes en la massa detectables a simple vista (d'homogene\'eftat, de vitrificaci\'f3, de recuita, inclusions gasoses, etc.).\par El vidre laminar acabat no ha de tenir bosses ni taques produ\'efdes per l'adher\'e8ncia deficient de les parts components.\par El vidre a\'efllant acabat no ha de tenir cap defecte que pugui afectar l'a\'efllament.\par Coeficient de transmissi\'f3 t\'e8rmica:\par - Cambra d\'92aire de gruix 6 mm: <= 3,37 (W/m2 K)\par - Cambra d\'92aire de gruix 8 mm: <= 3,26 (W/m2 K)\par - Cambra d\'92aire de gruix 12 mm: <= 3,02 (W/m2 K)\par Duresa al ratllat (Mohs): >= 6,5\par Toler\'e0ncies:\par - Gruix de la cambra d'aire:\par - Gruix cambra 4-6 mm: \'b1 0,2 mm\par - Gruix cambra 8 mm: \'b1 0,3 mm\par - Gruix cambra 12 mm: \'b1 0,4 mm\par - Dimensions:\par - Costat <= 3 m: \'b1 2 mm\par - Costat > 3 m: \'b1 3 mm\par - Gruix:\par - Ll@LVALPunes de gruix <= 5 mm: \'b1 1 mm\par - Llunes de gruix > 5 mm: \'b1 1,5 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Protegit de manera que no s'alterin les seves caracter\'edstiques.\par Emmagatzematge: Protegit contra les accions mec\'e0niques (cops, ratllades, sol directe, etc.) i contra les accions qu\'edmiques (impressions i alteracions d'adher\'e8ncia entre els components del vidre de seguretat, produ\'efdes per la humitat).\par S'ha de guardar en estibes de 25 cm de gruix com a m\'e0xim i amb un pendent del 6% respecte de la vertical.\par Ha de quedar separat de les altres estibes mitjan\'e7ant intercaladors i recolzat sobre travessers de fusta o d'un material protector.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie necess\'e0ria subministrada a l'obra, amidada segons les especificacions de la DT.\par S'han de considerar les respectives dimensions d'acord amb els criteris seg\'fcents:\par - Llarg\'e0ria i ampl\'e0ria: M\'faltiples de 3 cm\par - Per a unitats amb superf\'edcie < 0,25 m2: 0,25 m2/unitat\par Cal prendre el m\'faltiple immediat superior en el cas que la dimensi\'f3 no ho sigui.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Orden de 13 de marzo de 1986 por la que se declaran de obligado cumplimiento las especificaciones t\'e9cnicas de los tipos de blindajes transparentes o transl\'facidos para su homologaci\'f3n por el Ministerio de Industria y Energ\'eda.\par\pard\par }LVALpM{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Envidrat amb vidre, allotjat en galzes sobre fusta, acer, alumini o PVC o entregat directament sobre buit d\'92obra, o millora ac\'fastica de balconera substituint els vidres antics per vidre laminat.\par S'han considerat els tipus seg\'fcents:\par - Vidre a\'efllant o resistent al foc\par S'han considerat les formes de col\'b7locaci\'f3 seg\'fcents:\par - Col\'b7locaci\'f3 amb llist\'f3 de vidre\par - Col\'b7locaci\'f3 amb perfils conformats de neopr\'e8\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Col\'b7locaci\'f3 amb llist\'f3 de vidre:\par - Neteja dels perfils de suport\par - Aplicaci\'f3 d'una primera capa de m\'e0stic en el per\'edmetre\par - Col\'b7locaci\'f3 de les falques de recolzament\par - Col\'b7locaci\'f3 de la fulla de vidre en el bastiment\par - Aplicaci\'f3 d'un cord\'f3 de m\'e0stic omplint l'espai entre el vidre i el galze\par - Col\'b7locaci\'f3 del llist\'f3 perimetral\par - Allisat del m\'e0stic i neteja final\par Col\'b7locaci\'f3 amb perfils conformats de neopr\'e8:\par - Neteja dels perfils de suport\par - Col\'b7locaci\'f3 del perfil conformat en el per\'edmetre de la fulla de vidre\par - Col\'b7locaci\'f3 de la fulla de vidre en el bastiment\par CONDICIONS GENERALS:\par Ha d'estar col\'b7locat de manera que no quedi sotm\'e8s als esfor\'e7os produ\'efts per contraccions, dilatacions o deformacions del suport.\par Ha de quedar ben fixat en el seu empla\'e7ament.\par No ha d'estar en contacte amb d'altres vidres, ni amb formig\'f3 o metalls.\par Tots els materials utilitzats han dLVALe ser compatibles entre ells.\par El conjunt ha de ser totalment estanc.\par Quan el vidre \'e9s reflector, la superf\'edcie reflectora ha d'anar col\'b7locada a l'exterior.\par Si s\'f3n exteriors, s'han de col\'b7locar sobre tancaments amb orificis de drenatge.\par Els vidres laminars de seguretat o antibala han d'estar col\'b7locats de manera que la cara exposada a les agressions coincideixi amb la indicada com a tal pel fabricant.\par Fletxa del tancament: <= 1/300 l\par Al\'e7\'e0ria del galze i franqu\'edcia perimetral:\par - Vidre amb cambra d\'92aire:\par +--------------------------------------------------------------+\par \'a6 Gruix vidre \'a6Semiper\'edmetre \'a6 Al\'e7\'e0ria \'a6Franqu\'edcia \'a6\par \'a62 llunes + cambra d'aire\'a6 vidre \'a6 galze \'a6perimetral \'a6\par \'a6 (mm) \'a6 (m) \'a6 (mm) \'a6 (mm) \'b1 0,5 \'a6\par \'a6------------------------\'a6--------------\'a6---------\'a6------------\'a6\par \'a6 \'a6 <= 0,8 \'a6 18 \'b1 1,5\'a6 3 \'a6\par \'a6 <= 20 \'a6 0,8 - 3 \'a6 18 \'b1 1,5\'a6 3 \'a6\par \'a6 \'a6 3 - 5 \'a6 20 \'b1 2,0\'a6 4 \'a6\par \'a6 \'a6 5 - 7 \'a6 25 \'b1 2,5\'a6 5 \'a6\par \'a6------------------------\'a6--------------\'a6---------\'a6------------\'a6\par \'a6 \'a6 <= 0,8 \'a6 20 \'b1 2,0\'a6 4 \'a6\par \'a6 > 20 \'a6 0,8 - 3 \'a6 20 \'b1 2,0\'a6 4 \'a6\par \'a6 \'a6 3 - 5 \'a6 22 \'b1 2,0\'a6 5 \'a6\par \'a6 \'a6 5 - 7 \'a6 25 \'b1 2,5\'a6 5 \'a6\par +--------------------------------------------------------------+\par Franqu\'edcia lateral i ampl\'e0ria del galze:\par +-------------------------------------------------------------------+\par \'a6Semiper\'edmetre \'a6Franqu\'edcia \'a6 Ampl\'e0ria galze LVAL \'a6\par \'a6 vidre \'a6 lateral \'a6Gruix vidre + (2 x Franqu\'edcia lateral) \'a6\par \'a6 (m) \'a6 (mm) \'a6 (mm) \'a6\par \'a6--------------\'a6-----------\'a6----------------------------------------\'a6\par \'a6 <= 4 \'a6 3 \'a6 Gruix vidre + 6 \'a6\par \'a6 > 4 \'a6 5 \'a6 Gruix vidre + 10 \'a6\par +-------------------------------------------------------------------+\par En el cas de la col\'b7locaci\'f3 amb perfils conformats de neopr\'e8, la franqu\'edcia pot reduir-se fins a 2 mm.\par Toler\'e0ncies d'execuci\'f3:\par - Franqu\'edcia lateral i ampl\'e0ria del galze:\par - Vidre amb cambra d\'92aire:\par +---------------------------------------------------------------+\par \'a6 Gruix vidre \'a6Semiper\'edmetre \'a6Franqu\'edcia \'a6Ampl\'e0ria \'a6\par \'a62 llunes + cambra d'aire \'a6 vidre \'a6 lateral \'a6 galze \'a6\par \'a6 (mm) \'a6 (m) \'a6 (mm) \'a6 (mm) \'a6\par \'a6-------------------------\'a6--------------\'a6-----------\'a6----------\'a6\par \'a6 14 - 18 \'a6 \'a6 \'a6 \'b1 2,0 \'a6\par \'a6 19 - 23 \'a6 \'a6 \'a6 \'b1 2,5 \'a6\par \'a6 24 - 28 \'a6 \'a6 \'a6 \'b1 3,0 \'a6\par \'a6 30 - 32 \'a6 \'a6 \'a6 \'b1 3,5 \'a6\par \'a6 34 - 38 \'a6 <= 4 \'a6 \'b1 0,5 \'a6 \'b1 4,0 \'a6\par \'a6 40 - 42 \'a6 \'a6 \'a6 \'b1 4,5 \'a6\par \'a6 46 \'a6 \'a6 \'a6 \'b1 5,0 \'a6\par \'a6 57 \'a6 \'a6 \'a6 \'b1 6,0 \'a6\par \'a6 59 - 63 \'a6 \'a6 \'a6 \'b1 6,5 \'a6\par \'a6 73 \'a6 \'a6LVAL \'a6 \'b1 7,5 \'a6\par \'a6 75 \'a6 \'a6 \'a6 \'b1 8,0 \'a6\par \'a6 79 \'a6 \'a6 \'a6 \'b1 8,5 \'a6\par \'a6-------------------------\'a6--------------\'a6-----------\'a6----------\'a6\par \'a6 14 \'a6 \'a6 \'a6 \'b1 2,0 \'a6\par \'a6 16 - 19 \'a6 \'a6 \'a6 \'b1 2,5 \'a6\par \'a6 20 - 24 \'a6 \'a6 \'a6 \'b1 3,0 \'a6\par \'a6 25 - 28 \'a6 \'a6 \'a6 \'b1 3,5 \'a6\par \'a6 30 - 34 \'a6 > 4 \'a6 \'b1 0,5 \'a6 \'b1 4,0 \'a6\par \'a6 38 \'a6 \'a6 \'a6 \'b1 4,5 \'a6\par \'a6 40 - 42 \'a6 \'a6 \'a6 \'b1 5,0 \'a6\par \'a6 46 \'a6 \'a6 \'a6 \'b1 5,5 \'a6\par \'a6 57 - 59 \'a6 \'a6 \'a6 \'b1 6,5 \'a6\par \'a6 63 \'a6 \'a6 \'a6 \'b1 7,0 \'a6\par \'a6 73 \'a6 \'a6 \'a6 \'b1 8,0 \'a6\par \'a6 75 - 79 \'a6 \'a6 \'a6 \'b1 8,5 \'a6\par +---------------------------------------------------------------+\par VIDRE TREMPAT:\par El vidre ha de portar totes les manufactures necess\'e0ries per a la seva posada a l'obra i no s'admet cap manufactura posterior.\par Les peces met\'e0l\'b7liques de fixaci\'f3 han de portar una l\'e0mina de neopr\'e8 entre el vidre i el metall.\par COL\'b7LOCACI\'d3 AMB LLIST\'d3 DE VIDRE:\par Ha de recolzar sobre falques de materials elast\'f2mers o de fusta tractada, col\'b7locades als extrems de la fusteria i a una dist\'e0ncia d'1/10 de la seva llarg\'e0ria.\par La llarg\'e0ria de les falques s'ha de determinar d'acord amb el tipus de material i la superf\'edcie del vidre.\par ELVALl gruix de les falques ha d'estar en relaci\'f3 amb la franqu\'edcia lateral i perimetral.\par S'ha de fer un segellat continu que garanteixi l'estanquitat a l'aigua i al pas de l'aire.\par Ampl\'e0ria de les falques:\par - Vidre a\'efllant: Gruix vidre (2 llunes+cambra d\'92aire)+ 3 mm\par Toler\'e0ncies d'execuci\'f3:\par - Ampl\'e0ria de les falques (vidre a\'efllant):\par +------------------------------------+\par \'a6 Gruix vidre \'a6Ampl\'e0ria \'a6\par \'a62 llunes + cambra d'aire \'a6 falques \'a6\par \'a6 (mm) \'a6 (mm) \'a6\par \'a6-------------------------\'a6----------\'a6\par \'a6 14 - 16 \'a6 \'b1 1,5 \'a6\par \'a6 17 - 21 \'a6 \'b1 2,0 \'a6\par \'a6 22 - 26 \'a6 \'b1 2,5 \'a6\par \'a6 27 - 31 \'a6 \'b1 3,0 \'a6\par \'a6 32 - 34 \'a6 \'b1 3,5 \'a6\par \'a6 38 - 40 \'a6 \'b1 4,0 \'a6\par \'a6 42 - 46 \'a6 \'b1 4,5 \'a6\par \'a6 57 - 59 \'a6 \'b1 6,0 \'a6\par \'a6 63 \'a6 \'b1 6,5 \'a6\par \'a6 73 - 75 \'a6 \'b1 7,5 \'a6\par \'a6 79 \'a6 \'b1 8,0 \'a6\par +------------------------------------+\par COL\'b7LOCACI\'d3 AMB PERFILS CONFORMATS DE NEOPR\'c8:\par El perfil conformat de neopr\'e8 ha de tenir una pressi\'f3 constant en tota la seva llarg\'e0ria.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'han de suspendre els treballs de col\'b7locaci\'f3 quan la velocitat del vent superi els 50 km/h i la temperatura sigui inferior a 0\'b0C.\par La posada a l'obra no ha d'alterar les caracter\'edstiques de l'element.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par ENVIDRAT:\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par S\'92han de considerar les respectives dimensions segons els criteris seg\'fcents, cal prendre el m\'faltiple immediat superior en cas que la dimensi\'f3 no ho sigui:\par VIDRE A\'cfLLANT LVAL , DE PROTECCI\'d3 AL FOC, LAMINAR DE SEGURETAT O ANTIBALA:\par - Llarg\'e0ria i ampl\'e0ria: M\'faltiples de 3 cm\par - Unitats amb superf\'edcie < 0,25 m2: 0,25 m2 per unitat\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par COL\'b7LOCACI\'d3 AMB LLIST\'d3 DE VIDRE O AMB PERFILS CONFORMATS DE NEOPR\'c8:\par *UNE 85222:1985 Ventanas. Acristalamiento y m\'e9todos de montaje.\par\pard\par } LVALDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i apDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i aplec del material per a la seva reutilitzaci i crrega manual de runa sobre cami o contenidor, amb grau de dificultat mitj LVAL eeeeeee Part reformada mampara administraci 1 .08 2.1 .168 C#*D#*E#*F# 1 2.46 2.1 5.166 C#*D#*E#*F# 1 3.26 2.1 6.846 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 .76 2.1 1.596 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 .08 2.46 .1968 C#*D#*E#*F# 1 .08 2.4Scol de pedra edif. ampliaci faana est 1.000 4.800 0.900 4.320 C#*D#*E#*F# faana sud 1.000 4.550 0.900 4.095 C#*D#*E#*Scol de pedra edif. ampliaci faana est 1.000 4.800 0.900 4.320 C#*D#*E#*F# faana sud 1.000 4.550 0.900 4.095 C#*D#*E#*F# 1.000 2.850 0.900 2.565 C#*D#*E#*F# faana oest 1.000 18.600 0.900 16.740 C#*D#*E#*F# 1.000 0.300 0.900 0.270 C#*D#*E#*F# Scol de pedra edif. ampliaci faana est 1.000 4.800 0.900 4.320 C#*D#*E#*F# faana sud 1.000 4.550 0.900 4.095 C#*D#*E#*F# 1.000 2.850 0.900 2.565 C#*D#*E#*F# faana oest 1.000 18.600 0.900 16.740 C#*D#*E#*F# 1.000 0.300 0.900 0.270 C#*D#*E#*F# Empit coberta faana nord 1 7.5 .6 4.5 C#*D#*E#*F# 1 2 .6 1.2 C#*D#*E#*F# 1 2 .6 1.2 C#*D#*E#*F# 1 8.2 .6 4.92 C#*D#*E#*F# faana est 1 15 .6 9 C#*D#*E#*F# faana sud 1 10.2 .6 6.12 C#*D#*E#*F# faana oest 1 8.8 .6 5.28 C#*D#*E#*F# 1 1.8 .6 1.08 C#*D#*E#*F# 1 7 .6 4.2 C#*D#*E#*F# 1 3.6 .6 2.16 C#*D#*E#*F# 1 5.5 .6 3.3 C#*D#*E#*F# Sostres lloses visteEmpit coberta faana nord 1 7.5 .6 4.5 C#*D#*E#*F# 1 2 .6 1.2 C#*D#*E#*F# 1 2 .6 1.2 C#*D#*E#*F# 1 8.2 .6 4.92 C#*D#*E#*F# faana est 1 15 .6 9 C#*D#*E#*F# faana sud 1 10.2 .6 6.12 C#*D#*E#*F# faana oest 1 8.8 .6 5.28 C#*D#*E#*F# 1 1.8 .6 1.08 C#*D#*E#*F# 1 7 .6 4.2 C#*D#*E#*F# 1 3.6 .6 2.16 C#*D#*E#*F# 1 5.5 .6 3.3 C#*D#*E#*F# Sostres lloses vistes entrada 1 2.95 4.7 Empit coberta faana nord 1 7.5 .6 4.5 C#*D#*E#*F# 1 2 .6 1.2 C#*D#*E#*F# 1 2 .6 1.2 C#*D#*E#*F# 1 8.2 .6 4.92 C#*D#*E#*F# faana est 1 15 .6 9 C#*D#*E#*F# faana sud 1 10.2 .6 6.12 C#*D#*E#*F# faana oest 1 8.8 .6 5.28 C#*D#*E#*F# 1 1.8 .6 1.08 C#*D#*E#*F# 1 7 .6 4.2 C#*D#*E#*F# 1 3.6 .6 2.16 C#*D#*E#*F# 1 5.5 .6 3.3 C#*D#*E#*F# Sostres lloses vistes entrada 1 2.95 4.7 13.865 C#*D#*E#*F# 1 .9 .95 .855 C#*D#*E#*F# porxo trapezoidal 1 3 10.2 30.6 C#*D#*E#*F# .5 9 3.2 14.4 C#*D#*E#*F# 1 2.1 1.8 3.78 C#*D#*E#*F# Part reformada, per finestrEmpit coberta faana nord 1 7.5 .6 4.5 C#*D#*E#*F# 1 2 .6 1.2 C#*D#*E#*F# 1 2 .6 1.2 C#*D#*E#*F# 1 8.2 .6 4.92 C#*D#*E#*F# faana est 1 15 .6 9 C#*D#*E#*F# faana sud 1 10.2 .6 6.12 C#*D#*E#*F# faana oest 1 8.8 .6 5.28 C#*D#*E#*F# 1 1.8 .6 1.08 C#*D#*E#*F# 1 7 .6 4.2 C#*D#*E#*F# 1 3.6 .6 2.16 C#*D#*E#*F# 1 5.5 .6 3.3 C#*D#*E#*F# Sostres lloses vistes entrada 1 2.95 4.7 13.865 C#*D#*E#*F# 1 .9 .95 .855 C#*D#*E#*F# porxo trapezoidal 1 3 10.2 30.6 C#*D#*E#*F# .5 9 3.2 14.4 C#*D#*E#*F# 1 2.1 1.8 3.78 C#*D#*E#*F# Sala biblioteca 1 13 13 C#*D#*E#*F# Aula informtica 1 1 1 C#*D#*E#*F# Sala reunions 1 6 6 C#*D#*E#*F# Despatx 1 5 5 C#*D#*E#*F# LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armaduraCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera LVALArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, supoArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, suport de carrils, marc frontal amb targes perforades, sistema d'etiquetat, obturadors i col.lector terra/neutre, amb porta transparent, pany i clau, de dimensions 550x900x175 mm, col.locat LVALInterruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de Interruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construit segons les especificacions de la norma une_en 61008, de 2 mduls din de 18 mm d'amplria, muntat en perfil dinLVAL/#{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Punt de connexi\'f3 a terra, amb pont seccionador de platina de coure, muntat en caixa estanca, col\'b7locat superficialment i connectat.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Col\'b7locaci\'f3, instal\'b7laci\'f3 i anivellament\par - Connexionat\par CONDICIONS GENERALS:\par La platina ha de portar un dispositiu de fixaci\'f3 a la base.\par Han d'estar dissenyats de manera que en l'\'fas normal han de funcionar de forma segura i no han de suposar perill per a les persones i el seu entorn.\par Un cop instal\'b7lat i connectat a la xarxa no han de ser accessibles les parts que hagin d'estar en tensi\'f3.\par Ha de quedar amb els costats aplomats i en el mateix pla que el parament.\par La posici\'f3 i quantitat han de ser les fixades per la DF i han de constar a la DT.\par Quan es col\'b7loca muntat superficialment, l'element ha de quedar fixat s\'f2lidament al suport.\par Ha d\'92estar connectat sobre els conductors de terra.\par Ha d\'92estar situat en un lloc accessible. Ha de permetre mesurar la resist\'e8ncia de la presa de terra corresponent.\par Ha de ser combinat amb el born principal de terra.\par Ha de ser mec\'e0nicament segur.\par Ha d\'92assegurar la continu\'eftat el\'e8ctrica.\par Ha d\'92estar situat a prop de la presa de terra.\par Les instal\'b7lacions que ho necessitin han de disposar d\'92un nombre suficient de punt de posada a terra, convenientment distribu\'efts, que estiguin connectats al mateix electr\'f2de o conjunt d\'92electr\'f2des.\par Resist\'e8ncia a la LVALtracci\'f3 de les connexions: >= 30 N\par Toler\'e0ncies d'execuci\'f3:\par - Posici\'f3: \'b1 20 mm\par - Aplomat: \'b1 2%\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par S'ha de comprovar que les caracter\'edstiques del producte corresponen a les especificades al projecte.\par Els materials s\'92han d\'92inspeccionar abans de la seva col\'b7locaci\'f3.\par Un cop instal\'b7lat, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants (embalatges, retalls de cables, etc.).\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }LVALN#{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Punt de connexi\'f3 a terra amb pont seccionador de platina de coure, per a col.locar superficiament.\par CARACTER\'cdSTIQUES GENERALS:\par El punt de posada a terra ha d'estar situat fora del s\'f2l i ha de servir d'uni\'f3 entre la l\'ednia d'enlla\'e7 amb terra i la l\'ednia principal de terra.\par Ha d'estar format pels seg\'fcents components:\par - Caixa \par - Entrada i sortida de caixa tipus estanc.\par - Dispositiu de connexi\'f3\par - Accessoris\par L'envolvent o carcasa ha d'estar constru\'eft amb material doble a\'efllant i estanc.\par El dispositiu de connexi\'f3 intern ha de permetre la uni\'f3 entre els conductors de les l\'ednies d'enlla\'e7 i principal de terra, de forma que es pugui , mitjan\'e7ant eines apropiades, separar-les, a fi de poder mesurar la resist\'e8ncia de terra.\par El dispositiu de connexi\'f3 ha de ser de platina de coure recoberta de cadmi de 2,5x33 cm i 0,4 cm de gruix i amb suports de material a\'efllant.\par Ha de portar borns per a l'entrada i la sortida.\par Ha d'estar preparat amb un sistema de fixaci\'f3 segur.\par Ha de tenir un aspecte uniforme i sense defectes.\par Resist\'e8ncia de l'a\'efllament (UNE-EN 60669-1): Ha de complir\par Resist\'e8ncia mec\'e0nica (UNE-EN 60669-1): Ha de complir\par Capacitat dels borns:\par +----------------------------------------------+\par \'a6 I nominal (A) \'a6 I nominal (A) \'a6 Secci\'f3 (mm2) \'a6\par \'a6----------------------------------------------\'a6\par \'a6 II o IV \'a6 125 \'a6 <=50 \'a6\par +----------------------------------------- LVAL -----+\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par Emmagatzematge: En llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE 20460-5-54:1990 Instalaciones el\'e9ctricas en edificios. Elecci\'f3n e instalaci\'f3n de los materiales el\'e9ctricos. Puesta a tierra y conductores de protecci\'f3n.\par\pard\par } LVALAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre voAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, amb una cara polida i abrillantada, preu alt, amb forats per a fixacions i areAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, amb una cara polida i abrillantada, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i de 1251 a 2500 cm2, col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaciVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, clVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i Vidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i feVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificacVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locadaLVAL5{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Preparaci\'f3 i aplicaci\'f3 de diferents sistemes de neteja sobre superf\'edcies de materials diversos.\par S'han considerat els tipus de neteja seg\'fcents:\par - Sistemes a base d\'92aigua\par - Sistemes a base de detergents o productes qu\'edmics\par - Sistemes abrasius\par - Sistemes manuals\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la superf\'edcie a netejar\par - Protecci\'f3 de la resta de la fa\'e7ana\par - Execuci\'f3 de les operacions pr\'f2pies de la neteja\par - Rep\'e0s i neteja final\par CONDICIONS GENERALS:\par En el parament net no hi ha d\'92haver zones esquerdades, trencades, escantonades, tacades o amb decoloracions. No ha de quedar alterada la textura superficial del parament.\par El parament, un cop net, ha de complir les especificacions subjectives requerides per la DF.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'ha de treballar a una temperatura superior als 5\'b0C, amb vents de velocitat inferior als 50 km/h i sense pluja.\par Si un cop realitzats els treballs es donen aquestes condicions, s'ha de revisar la feina feta 24 h abans i s'han de refer les parts afectades.\par No s\'92han d\'92utilitzar sistemes de neteja amb mitjans humits quan hi hagi risc de gelada.\par S\'92han de fer an\'e0lisis previs dels materials, escollint el sistema m\'e9s convenient que deixi el material net sense deteriorar inmediata o posteriorment l\'92estructura interna del suport sobre el que s\'92aplica.\par Un cop escollit el sistema de netLVALeja s\'92han de fer proves en les diferents zones de la fa\'e7ana per veure l\'92efecte de la neteja sobre el material.\par En els sistemes de neteja abrasius i en els que utilitzen aigua s\'92han de protegir els elements m\'e9s d\'e8bils de la fa\'e7ana o els que no es netegen.\par En els procediments amb raig de sorra el granulat utilitzat no ha de ser m\'e9s fort que l\'92element a netejar\par S\'92ha de comprovar la compatibilitat del sistema de neteja amb el suport a tractar.\par El sistema d'aplicaci\'f3 del producte s'ha d'escollir d'acord amb les instruccions del fabricant i l'autoritzaci\'f3 de la DF.\par Durant el proc\'e9s de neteja s'han d'evitar els treballs que desprenguin pols a prop de l'\'e0rea a netejar.\par SISTEMES A BASE D\'92AIGUA:\par S\'92ha de fer un segellat previ de tots els junts i fissures.\par S\'92ha de recollir l\'92aigua de neteja cada 2 m d\'92al\'e7\'e0ria, per evitar el rentat excessiu de la pedra inferior per escorriment.\par Si la pedra est\'e0 en mal estat pot ser necess\'e0ria una preconsolidaci\'f3 pr\'e8via a la neteja.\par SISTEMES A BASE DE DETERGENTS O PRODUCTES QU\'cdMICS:\par No s\'92han de netejar pedres calc\'e0ries amb productes amb PH inferior a 7,5.\par No s\'92han de netejar pedres \'e0cides amb compostos b\'e0sics.\par S\'92ha de recollir l\'92aigua de la neteja i de l\'92esbandida evitant que rellisqui per tot el parament.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par NETEJA AMB AGENTS QU\'cdMICS O MITJANS MEC\'c0NICS, PREPARACI\'d3 DE LA SUPERFICIE, EXTRACCI\'d3 SALS SOLUBLES O RASPATLLAT DE PARAMENT:\par m2 de superf\'edcie real amidada segons les especificacions de la DT.\par Deducci\'f3 de la superf\'edcie corresponent a obertures:\par - Obertures de 2,00 m2 com a m\'e0xim: No es dedueixen\par - Obertures de 2,00 m2 fins a 4,00 m2 com a m\'e0xim: Es dedueix el 50%\par - Obertures de m\'e9s de 4,00 m2: Es dedueix el 100%\par NETEJA AMB BISTUR\'cd:\par dm2 de superf\'edcie real amidada segons les especificacions de la DT.\par\par 4.- NORMATI.LVAL>VA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0361BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALAllament trmic d'escuma elastomrica sense halgens, per a canonades de 42 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximAllament trmic d'escuma elastomrica sense halgens, per a canonades de 42 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 44 mm, amb una conductivitat trmica a 0 C de 0,040 W/mK i no propagador de la flama, amb grau de dificultat alt i col.locat superficialmentAllament trmic d'escuma elastomrica sense halgens, per a canonades de 35 mm de dimetre exterior, deAllament trmic d'escuma elastomrica sense halgens, per a canonades de 42 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 44 mm, amb una conductivitat trmica a 0 C de 0,040 W/mK i no propagador de la flama, amb grau de dificultat alt i col.locat superficialmentAllament trmic d'escuma elastomrica sense halgens, per a canonades de 42 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 44 mm, amb una conductivitat trmica a 0 C de 0,040 W/mK i no propagador de la flama, amb grau de dificultat alt i col.locat superficialment LVALLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensiLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de Lledo, incloses 2 lmpades TC-DEL 26W, equip electrnic o equivalent i col.locada encastada LVALFont d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - Font d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - 50 hz. sortida de tensi de treball 13,8 vcc. alimentaci 6a. instal.lada i comprovada. marca plana fbrega model fa-1206 o similar equivalent.LVALM{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 del remat superior, l'aresta o els racons d'un arrimador, amb peces especials de cer\'e0mica.\par S'han considerat els tipus de morter seg\'fcents per a la col\'b7locaci\'f3:\par - Morter mixt o de ciment\par - Morter adhesiu\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig de l'aresta de coronament o d'encontre\par - Col\'b7locaci\'f3 de les peces fixades amb morter sobre el suport\par - Rejuntat dels junts\par - Neteja del parament\par CONDICIONS GENERALS:\par A l'element acabat no hi ha d'haver peces esquerdades, trencades, escantonades ni tacades.\par Ha de tenir el color i la textura uniformes.\par Les peces han de quedar ben adherides al suport amb l'alineaci\'f3 prevista i, en el cas de l'encontre entre paraments, amb l'aplomat previst.\par Els junts entre les peces han d'estar rejuntats amb beurada de ciment blanc i, eventualment, colorants, si la DF no especifica d'altres condicions.\par L'ampl\'e0ria dels junts, el gruix dels junts de dilataci\'f3 i la dist\'e0ncia entre aquests, han de ser els especificats per a l'arrimador, si la DF no fixa d'altres condicions.\par La disposici\'f3 de les peces respecte a l'arrimador ha de complir les especificacions subjectives de la DF.\par S'han de respectar els junts estructurals i els de l'arrimador.\par Gruix del morter:\par +---------------------------------+\par \'a6Tipus de morter \'a6Gruix del morter\'a6\par \'a6 \'a6 (mm) \'a6\par \'a6------------->LVALN---\'a6----------------\'a6\par \'a6 Morter \'a6 10 - 15 \'a6\par \'a6 Morter adhesiu \'a6 2 - 3 \'a6\par +---------------------------------+\par Toler\'e0ncies d'execuci\'f3:\par - Horitzontalitat: \'b1 2 mm/m\par - Verticalitat dels junts (amidada sobre els eixos dels junts): \'b1 2 mm/2 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs quan la temperatura sobrepassi els l\'edmits de 5\'b0C i 35\'b0C. Si un cop executat el treball es donen aquestes condicions, s'ha de revisar la feina feta durant les darreres 48 h, i s'han de refer les parts afectades.\par Cal barrejar les peces de caixes diferents per tal d'evitar difer\'e8ncies de tonalitat.\par La rejuntada s'ha de fer al cap de 24 h.\par COL\'b7LOCACI\'d3 AMB MORTER MIXT:\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter.\par El morter s'ha d'estendre per tota la bescara de la pe\'e7a.\par COL\'b7LOCACI\'d3 AMB MORTER ADHESIU:\par L'arrebossat s'ha d'haver adormit, ha de tenir una humitat < 3% i ha d'estar lliure de sals solubles que puguin impedir l'adher\'e8ncia del morter adhesiu.\par El morter adhesiu s'ha de preparar i s'ha d'aplicar segons les instruccions del fabricant.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVALBateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x Bateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x 65 mm. (alt x llarg x ample). pes: 2,58 kg. model: dm 12-7. marca: diamec. referncia plana fbrega: ala 006001 o similar equivalent. LVALMdul d'expansi de 8, 16 zones o 8 zones + 8 tamper per installar-lo a la central o remotament. en aquest cas, disposa d'entrada de tamper peMdul d'expansi de 8, 16 zones o 8 zones + 8 tamper per installar-lo a la central o remotament. en aquest cas, disposa d'entrada de tamper per la caixa que el contingui. alimentaci: 12 vdc, 30 ma. model: nx-216e. marca: caddx. referncia plana fbrega: ala 000255 o similar equivalent. LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent. LVALAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais oAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent. LVALMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidor LVALTorreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample Torreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 4 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidorLVAL&{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Elements per a formar una connexi\'f3 a terra, col\'b7locats soterrats en el terreny.\par S'han considerat els elements seg\'fcents:\par - Piqueta de connexi\'f3 a terra, d'acer i recobriment de coure, clavada a terra.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 i connexionat\par CONDICIONS GENERALS:\par Ha d\'92estar col\'b7locat en posici\'f3 vertical, enterrat dins del terreny.\par La situaci\'f3 en el terreny ha de quedar f\'e0cilment localitzable per a la realitzaci\'f3 peri\'f2dica de proves d\'92inspecci\'f3 i control.\par Han de quedar unides r\'edgidament, assegurant un bon contacte el\'e8ctric amb els conductors dels circuits de terra mitjan\'e7ant cargols, elements de compressi\'f3, soldadura d'alt punt de fusi\'f3, etc.\par El contacte amb el conductor del circuit de terra ha d'estar net, sense humitat i fet de tal forma que s'evitin els efectes electroqu\'edmics.\par Han d'estar clavades de tal forma que el punt superior quedi a 50 cm de profunditat.\par En el cas d'enterrar dues piquetes en paral\'b7lel, la dist\'e0ncia entre ambdues ha de ser, com a m\'ednim, igual a la seva longitud.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par S'ha de comprovar que les caracter\'edstiques del producte corresponen a les especificades al projecte.\par Els materials s\'92han d\'92inspeccionar abans de la seva col\'b7locaci\'f3.\par Un cop instal\'b7lat, es proced LVAL ir\'e0 a la retirada de l'obra de tots els materials sobrants (embalatges, retalls de cables, etc.).\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }( LVAL8 {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'elements especials per a piquetes o per a plaques de connexi\'f3 a terra.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a piques de connexi\'f3 a terra o per a plaques de connexi\'f3 a terra, i no {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'elements especials per a piquetes o per a plaques de connexi\'f3 a terra.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a piques de connexi\'f3 a terra o per a plaques de connexi\'f3 a terra, i no han de fer disminuir, en cap cas, la seva qualitat i bon funcionament.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metre o d'altres dimensions\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt d'elements especials necessaris per al muntatge d'una pica de connexi\'f3 a terra, o d'una placa de connexi\'f3 a terra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVAL / /P Empit coberta Scol de pedra edif. ampliaci faana est 1 4.8 .9 4.32 C#*D#*E#*F# faana sud 1 4.55 .9 4.095 C#*Scol de pedra edif. ampliaci faana est 1 4.8 .9 4.32 C#*D#*E#*F# faana sud 1 4.55 .9 4.095 C#*D#*E#*F# 1 2.85 .9 2.565 C#*D#*E#*F# faana oest 1 18.6 .9 16.74 C#*D#*E#*F# 1 .3 .9 .27 C#*D#*E#*F# Bastidor revestit alucobond (AL.2/Al.3) tubular 40.40.3 q=3,Scol de pedra edif. ampliaci faana est 1 4.8 .9 4.32 C#*D#*E#*F# faana sud 1 4.55 .9 4.095 C#*D#*E#*F# 1 2.85 .9 2.565 C#*D#*E#*F# faana oest 1 18.6 .9 16.74 C#*D#*E#*F# 1 .3 .9 .27 C#*D#*E#*F# Bastidor revestit alucobond (AL.2/Al.3) tubular 40.40.3 q=3,47kg/m 3 2 2.25 3.47 46.845 C#*D#*E#*F# 3 3 .3 3.47 9.369 C#*D#*E#*F# Per penjar paret 30 cm. 2 L.10.10.8 q=12,2kg/m 2 1 12.2 24.4 C#*D#*E#*F# 1d.16 q=1,58kg/m 1 2.3 1.58 3.634 C#*D#*E#*F# 2 platines 150.150.10 q=1,77kg/u 2 1.77 3.54 C#*D#*E#*F# Sostres lloses vistes entrada 1 2.95 4.7 13.865 C#*D#*E#*F# 1 .9 .95 .855 C#*D#*E#*F# porxo trapezoidal 1 3 10.2 30.6 C#*D#*E#*F# .5 9 3.2 14.4 C#*D#*E#*F# 1 2.1 1.8 3.78 C#*D#*E#*F# Paret pedra faana nord 1 1.9 .6 1.14 C#*D#*E#*F# 1 3.25 1.2 3.9 C#*D#*E#*F# 1 .8 1.2 .96 C#*D#*E#*F# 1 7.4 1.2 8.88 C#*D#*E#*F# 1 4.55 4 18.2 C#*D#*E#*F# 1 1.15 4 4.6 C#*D#*E#*F# 1 2.6 4 10.4 C#*D#*E#*F# faana oest 1 1.8 4 7.2 C#*D#*E#*F# 1 2.2 4 8.8 C#*D#*E#*F# 1 .5 4 2 C#*D#*E#*F# 1 .9 4 3.6 C#*D#*E#*F# faana est 1 4.75 4 19 C#*D#*E#*F# 1 3.6 .9 3.24 C#*D#*E#*F# 1 1.8 1 1.8 C#*D#*E#*F# (escala) 1 1.25 1.4 1.75 C#*D#*E#*F# 1 1.3 1.7 2.21 C#*D#*E#*F# 1 2.15 1.15 2.4725 C#*D#*E#*F# 1 .35 .6 .21 C#*D#*E#*F# 1 2.6 .5 1.3 C#*D#*E#*F# 1 1 .5 .5 C#*D#*E#*F# 1 1.1 .5 .55 C#*D#Scol de pedra edif. ampliaci faana est 1 4.8 .9 4.32 C#*D#*E#*F# faana sud 1 4.55 .9 4.095 C#*D#*E#*F# 1 2.85 .9 2.565 C#*D#*E#*F# faana oest 1 18.6 .9 16.74 C#*D#*E#*F# 1 .3 .9 .27 C#*D#*E#*F# Bastidor revestit alucobond (AL.2/Al.3) tScol de pedra edif. ampliaci faana est 1 4.8 .9 4.32 C#*D#*E#*F# faana sud 1 4.55 .9 4.095 C#*D#*E#*F# 1 2.85 .9 2.565 C#*D#*E#*F# faana oest 1 18.6 .9 16.74 C#*D#*E#*F# 1 .3 .9 .27 C#*D#*E#*F# Bastidor revestit alucobond (AL.2/Al.3) tubular 40.40.3 q=3,47kg/m 3 2 2.25 3.47 46.845 C#*D#*E#*F# 3 3 .3 3.47 9.369 C#*D#*E#*F# Per penjar paret 30 cm. 2 L.10.10.8 q=12,2kg/m 2 1 12.2 24.4 C#*D#*E#*F# 1d.16 q=1,58kg/m 1 2.3 1.58 3.634 C#*D#*E#*F# 2 platines 150.150.10 q=1,77kg/u 2 1.77 3.54 C#*D#*E#*F# Sostres lloses vistes entrada 1 2.95 4.7 13.865 C#*D#*E#*F# 1 .9 .95 .855 C#*D#*E#*F# porxo trapezoidal 1 3 10.2 30.6 C#*D#*E#*F# .5 9 3.2 14.4 C#*D#*E#*F# 1 2.1 1.8 3.78 C#*D#*E#*F# Paret pedra faana nord 1 1.9 .6 1.14 C#*D#*E#*F# 1 3.25 1.2 3.9 C#*D#*E#*F# 1 .8 1.2 .96 C#*D#*E#*F# 1 7.4 1.2 8.88 C#*D#*E#*F# 1 4.55 4 18.2 C#*D#*E#*F# 1 1.15 4 4.6 C#*D#*E#*F# 1 2.6 4 10.4 C#*D#*E#*F# faana oest 1 1.8 4 7.2 C#*D#*E#*F# 1 2.2 4 8.8 C#*D#*E#*F# 1 .5 4 2 C#*D#*E#*F# 1 .9 4 3.6 C#*D#*E#*F# faana est 1 4.75 4 19 C#*D#*E#*F# 1 3.6 .9 3.24 C#*D#*E#*F# 1 1.8 1 1.8 C#*D#*E#*F# (escala) 1 1.25 1.4 1.75 C#*D#*E#*F# 1 1.3 1.7 2.21 C#*D#*E#*F# 1 2.15 1.15 2.4725 C#*D#*E#*F# 1 .35 .6 .21 C#*D#*E#*F# 1 2.6 .5 1.3 C#*D#*E#*F# 1 1 .5 .5 C#*D#*E#*F# 1 1.1 .5 .55 C#*D#*E#*F# LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i apDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i aplec del material per a la seva reutilitzaci i crrega manual de runa sobre cami o contenidor, amb grau de dificultat mitj LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor} LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Piqueta de connexi\'f3 a terra d'acer i recobriment de coure de 1000, 1500 o 2500 mm de llarg\'e0ria , de di\'e0metre 14,6, 17,3 \'f2 18,3 mm, est\'e0ndard o de 300 micres.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar formada per una barra d'acer recoberta per una capa de protecci\'f3 de coure que l'ha de cobrir totalment.\par Gruix del recobriment de coure{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Piqueta de connexi\'f3 a terra d'acer i recobriment de coure de 1000, 1500 o 2500 mm de llarg\'e0ria , de di\'e0metre 14,6, 17,3 \'f2 18,3 mm, est\'e0ndard o de 300 micres.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar formada per una barra d'acer recoberta per una capa de protecci\'f3 de coure que l'ha de cobrir totalment.\par Gruix del recobriment de coure:\par +----------------------------------------+\par \'a6Tipus \'a6 Est\'e0ndard \'a6 300 micres \'a6\par \'a6---------------\'a6-----------\'a6------------\'a6\par \'a6Gruix (micres) \'a6 >= 10 \'a6 >= 300 \'a6\par +----------------------------------------+\par Toler\'e0ncies:\par - Llarg\'e0ria: \'b1 3 mm\par - Di\'e0metre: \'b1 0,2 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En feixos.\par Emmagatzematge: En llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }^  @ @ @ @ @ @ Q[8>LJ8fLD[@6686(Q[8>LJ8fL[8>LJ8f'Q[:<H8:8J68:[666Q[:<H8:8J68<[666Q[:<H8:8L[:<H8:8Q[:>J8:8J68:[666,Q[:>J8:8J68<[666-Q[:>J8:8L[:>J8:8+Q[:x88:8J68:[666 Q[:x88:8J68<[666 Q[:x88:8L[:x88:8 Q[<<88@8J68:[666Q[<<88@8J68<[666Q[<<88@8L[<<88@8Q[:o686J68:[6661Q[>:o686L[>:o6860Q[><o686J68:[666 Q[><o686L[><o686Q[>Bo68@J68:[666Q[>Bo68@L[>Bo68@Q[>Bo6:6J68:[666Q[>Bo6:6L[>Bo6:6Q`<8:B:\J68:`666 Q`<8:B:\J68<`666 Q`<8:B:\L`<8:B88 Q`<8:B:\L`>8J68:`666 AQ`O<8>>8J68<`666 @Q`O<8>>8L6JB8B66 BQ`O<8>>8L`O<8>>8 ?Q`O<8>>:J68:`666 >:J68<`666 ;Q`O<8>><J68<`666 3Q`O<8>><L6JB8B66 1Q`O<8>><L`O<8>>< 0Q`O<8>>mJ68:`666 #Q`O<8>>mJ68<`666 $Q`O<8>>mL6JB8B66 "Q`O<8>>mL`O<8>>6 !Q`O<mJ`fJ68:`666 Q`O<mJ`fL`O<mJ`f Q`O>866>J68:`666 Q`O>866>J68<`666 Q`O>866>L6JB8B66 Q`O>866>L`O>866> Q`O>86DHJ68:`666 5Q`O>86DHJ68<`666 6Q`O>86DHL`O>86DH 4Q`OLo66@J68:`666  Q`OLo66@J68<`666 Q`OLo66@L`OLo66@ Qb<>B>fDbJJJQbQb<>B>fDJ68:`666QaQb<>B>fDJ68<`666Q`Qb<>B>fDLb<>B>:6Q_Qf:8<66@J68:`666 ]=Qf:8<66@J68<`666 ]Qf:8<86:J68:`666 ]9Qf:8<86:J68<`6HH ];Qf:8<86:Lf:8<86: ]:Qf:8Jm<:J68:`666 ]6Qf:8Jm<:J68<`6HH ]8Qf:8Jm<:Lf:8Jm<: ]7Qf::8^<<J68:`666 ]1Qf::8^<<J68<`666 ]0Qf::8^<<Lf::8^<< ]2Qf::HJ68:`666 ]4Qf::HJ68<`666 ]3Qf::HLf::H ]5Qf:>f:6JJ68:`666 Qf:>f:6JJ68<`6HH Qf:>f:6JLf:>f:6J Qf:@@::HJ68:`666 Qf:@@::HJ68<`666 ]?Qf:@@::HLf:@@::H Qf:D:68<J68:`666  Qf:D:68<J68<`666  LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Revestiments realitzats amb rajola, aplicats en paraments verticals, interiors o exteriors, en faixes exteriors, horitzontals o verticals i arrimadors.\par S\'92han considerat els revestiments seg\'fcents:\par - Enrajolat amb rajola cer\'e0mica esmaltada\par - Trencad\'eds amb trossos irregulars de rajola de diferents colors\par - Enrajolat amb rajola cer\'e0mica vidrada, rajola de val\'e8ncia o rajola reproducci\'f3 de rajola existent, en interiors\par S'han considerat els morters seg\'fcents:\par - Morter adhesiu\par - Morter p\'f2rtland 1:4, nom\'e9s per a paraments d'al\'e7\'e0ria inferior o igual a 3 m\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig de l'especejament en el parament\par - Col\'b7locaci\'f3 de les peces fixades amb morter sobre el suport\par - Rejuntat dels junts\par - Neteja del parament\par CONDICIONS GENERALS:\par En el revestiment acabat no hi ha d'haver peces esquerdades, escantonades ni tacades.\par Les peces han de quedar ben adherides al suport i han de formar una superf\'edcie amb la planor i l'aplomat previstos.\par El color i la textura, en revestiments fets amb peces de forma regular, ha de ser uniforme en tota la superf\'edcie.\par L'especejament ha de complir les especificacions subjectives requerides per la DF.\par S'han de respectar els junts estructurals.\par Els junts del revestiment han d'estar rejuntats amb beurada de ciment gris o blanc i, eventualment, colorants, si la DF no fixa d\'92altres condicLVALn `  _  8.000 2.000 16.000 0 C#*D#*E#*F# C#*D#*E#*F# 8.000 2.000 16.000 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 15.000 15.000 C#*D#*E#*F# 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 15.000 15.000 C#*D#*E#*F# 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# Impulsi clima 80.600 1.200 96.720 C#*D#*E#*F# Impulsi ventilaci 123.500 1.200 148.200 C#*D#*E#*F# Retorn ventilaci 77.400 1.200 92.880 0 C#*D#*E#*F# Impulsi clima 80.600 1.200 96.720 C#*D#*E#*F 8.000 2.000 16.000 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 15.000 15.000 C#*D#*E#*F# 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 15.000 15.000 C#*D#*E#*F# 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E 8.000 2.000 16.000 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 15.000 15.000 C#*D#*E#*F# 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 15.000 15.000 C#*D#*E#*F# 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 8.000 2.000 16.000 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 15.000 15.000 C#*D#*E#*F# 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# 15.000 15.000 C#*D#*E#*F# 0 C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# C#*D#*E#*F# Impulsi clima 80.600 1.200 96.720 C#*D#*E#*F# Impulsi ventilaci 123.500 1.200 148.200 C#*D#*E#*F# Retorn ventilaci 77.400 1.200 92.880 0 C#*D#*E#*F# Impulsi clima 80.600 1.200 96.720 C#*D#*E#*F# Impulsi ventilaci 123.500 1.200 148.200 C#*D#*E#*F# Retorn ventilaci 77.400 1.200 92.880 0 C#*D#*E#*F# Consultes+despatx 8.000 1.200 9.600 C#*D#*E#*F# 12.000 1.200 14.400 C#*D#*E#*F# 16.000 1.200 19.200 C#*D#*E#*F# Consultes C#*D#*E#*F# M 13.000 3.000 3.000 117.000 C#*D#*E#*F# VD 7.000 1.000 3.000 21.000 C#*D#*E#*F# Enllumenat 2.000 4.000 3.000 24.000 C#*D#*E#*F# Sala espera 15.000 2.000 1.200 36.000 C#*D#*E#*F# Serveis 2.000 20.000 1.200 48.000 C#*D#*E#*F# Magatzem 15.000 2.000 1.000 30.000 C#*D#*E#*F# Exteriors 30.000 1.000 30.000 C#*D#*E#*F# Consultes 8.000 3.000 24.000 C#*D#*E#*F# sala espera 2.000 2.000 C#*D#*E#*F# serveis 2.000 2.000 4.000 C#*D#*E#*F# Exteriors 3.000 3.000 C#*D#*E#*F# Consulta tipus 14.000 4.000 3.000 168.000 C#*D#*E#*F# magatzem 2.000 3.000 6.000 C#*D#*E#*F# Serveis 1.000 2.000 3.000 6.000 C#*D#*E#*F# Sala espera/passadis 2.000 3.000 6.000 C#*D#*E#*F# 1.000 3.000 3.000 C#*D#*E#*F# Serveis 2.000 3.000 6.000 C#*D#*E#*F# Exteriors 30.000 1.000 30.000 C#*D#*E#*F# Neteja 2.000 5.000 10.000 C#*D#*E#*F# Vestidor 2.000 8.000 16.000 C#*D#*E#*F# local tcnic 1.000 8.000 8.000 C#*D#*E#*F# LVALions.\par Cal preveure junts de dilataci\'f3, que s'han de segellar amb silicona.\par Si el revestiment \'e9s fet a l'exterior ha de quedar protegit contra la penetraci\'f3 de l'aigua entre les peces i el parament.\par Entre el revestiment i qualsevol sortint del parament s'ha de deixar un junt segellat amb silicona.\par Superf\'edcie de revestiment entre junts de dilataci\'f3: <= 20 m2\par Junts:\par +-----------------------------------------------------+\par \'a6 Situaci\'f3 \'a6 Dist\'e0ncia entre \'a6 Ampl\'e0ria dels \'a6\par \'a6del parament \'a6 junts de dilataci\'f3 \'a6junts de dilataci\'f3\'a6\par \'a6 \'a6 (m) \'a6 (mm) \'a6\par \'a6-------------\'a6--------------------\'a6------------------\'a6\par \'a6 Interior \'a6 <= 8 \'a6 >= 10 \'a6\par \'a6 Exterior \'a6 <= 3 \'a6 >= 10 \'a6\par +-----------------------------------------------------+\par Gruix del morter:\par +---------------------------------+\par \'a6Tipus de morter \'a6Gruix del morter\'a6\par \'a6 \'a6 (mm) \'a6\par \'a6----------------\'a6----------------\'a6\par \'a6 Morter \'a6 10 - 15 \'a6\par \'a6 Morter adhesiu \'a6 2 - 3 \'a6\par +---------------------------------+\par ENRAJOLAT:\par Els junts del revestiment han de ser rectes.\par Ampl\'e0ria dels junts i planor:\par +------------------------------------------------------------------------+\par \'a6 Tipus rajola \'a6 Situaci\'f3 \'a6 Ampl\'e0ria junts\'a6 Toler\'e0ncia\'a6 Planor \'a6\par \'a6 \'a6 parament \'a6 (mm) \'a6 (mm) \'a6(mm/2 m) \'a6\par \'a6---------------------\'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6Comuna d'elaboraci\'f3 \'a6 interior \'a6 >= 1 \'a6 \'b1 0,5 \'a6 \'b1 2 \'a6\par \'a6mec\'e0nica o fina, \'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6val\'e8ncia, esmaltada o\'LVALa6 exterior \'a6 >= 1 \'a6 \'b1 1 \'a6 \'b1 2 \'a6\par \'a6vidriada \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6---------------------\'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6Comuna d'elaboraci\'f3 \'a6 interior \'a6 >= 5 \'a6 \'b1 2 \'a6 \'b1 4 \'a6\par \'a6 manual \'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6 \'a6 exterior \'a6 >= 5 \'a6 \'b1 2 \'a6 \'b1 4 \'a6\par \'a6---------------------\'a6-----------\'a6---------------\'a6-----------\'a6----------\'a6\par \'a6Refract\'e0ria o Gres \'a6 - \'a6 - \'a6 \'b1 1 \'a6 \'b1 2 \'a6\par +------------------------------------------------------------------------+\par Toler\'e0ncies d'execuci\'f3:\par - Paral\'b7lelisme entre els eixos dels junts: \'b1 1 mm/m\par - Horitzontalitat dels junts (amidada sobre els eixos dels junts): \'b1 2 mm/2 m\par - Verticalitat dels junts (amidada sobre els eixos dels junts): \'b1 2 mm/2 m\par TRENCAD\'cdS:\par La composici\'f3 del trencad\'eds ha de seguir les especificacions indicades a la DT\par Ha de tenir la distribuci\'f3 de formes i condicions de planor i aplomat previstos.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han d'aturar els treballs quan la temperatura sobrepassi els l\'edmits de 5\'b0C i 35\'b0C, la velocitat del vent sigui superior a 50 km/h o plogui. Si un cop executat el treball es donen aquestes condicions, s'ha de revisar la feina feta durant les darreres 48 hores, i s'han d'enderrocar i refer les parts afectades.\par La rejuntada s'ha de fer al cap de 24 h.\par ENRAJOLAT:\par Cal barrejar les peces de caixes diferents per tal d'evitar difer\'e8ncies de tonalitat.\par COL\'b7LOCACI\'d3 AMB MORTER ADHESIU:\par L'arrebossat s'ha d'haver adormit, ha de tenir una humitat < 3% i ha d'estar lliure de sals solubles que puguin impedi@LVALPr l'adher\'e8ncia del morter adhesiu.\par El morter adhesiu s'ha de preparar i aplicar segons les instruccions del fabricant. S'ha d'aplicar sobre superf\'edcies de menys de 2 m2 i s'ha de marcar aquesta superf\'edcie amb una aplanadora dentada (les dents han de tenir entre 5 i 8 mm de fond\'e0ria).\par COL\'b7LOCACI\'d3 AMB MORTER P\'d2RTLAND O REFRACTARI:\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per no absorbir l'aigua del morter.\par El morter s'ha d'estendre per tota la bescara de la pe\'e7a.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par En revestiment de paraments, amb deducci\'f3 de la superf\'edcie corresponent a obertures d'acord amb els criteris seg\'fcents:\par - Obertures <= 1,00 m2: No es dedueixen\par - Obertures > 1,00 m2 i <= 2,00 m2: Es dedueix el 50%\par - Obertures > 2,00 m2: Es dedueix el 100%\par Als forats que no es dedueixin, o que es dedueixin parcialment, l\'92amidament inclou la feina de fer els retorns, com brancals, llindes, etc. En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVALSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilot LVALCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armaduraCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera LVALInterruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de Interruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construit segons les especificacions de la norma une_en 61008, de 2 mduls din de 18 mm d'amplria, muntat en perfil din LVALInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot deInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplria, muntat en perfil DIN LVALAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre voAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire seVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5,mecanismes i ferratges ( joc de tiradors d'acer inox Pba programa 200 d.20mm, pany i clau ). +LVAL ^ 4  ųKFinVidriera AI.01d'alumini plaArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasssArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, suport de carrils, marc frontal amb targes perforades, sistema d'etiquetat, obturadors i col.lector terra/neutre, amb porta transparent, pany i clau, de dimensions 550x900x175 mmInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplria, per a muntar en perfil DINFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.Finestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.Finestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.Balconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. Vidriera AL.01d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 4+4/8/5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALVidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3Vidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 4+4/8/5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges LVALVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaciVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificacVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 deBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat aBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges i barra antipnic tipus push. LVALT {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Caixa de mecanismes per a punt de treball equipada amb preses de corrent i preses de veu i dades, amb o sense interruptor autom\'e0tic magnetot\'e8rmic de protecci\'f3, col.locada superficialment o encastada.\par L\'92execuci\'f3 de la unitat d\'92obra inclou les operacions seg\'fcents:\par - Replanteig de la unitat d\'92obra\par - Muntatge, fixaci\'f3 i anivellaci\'f3 de la caixa\par - Col.locaci\'f3 dels mecanismes\par - Execuci\'f3 totes de les connexions el\'e8ctriques i les de comunicacions\par - Comprobaci\'f3 de la unitat d\'92obra\par - Retirada de l\'92obra de les restes d\'92embalatges, retalls de tubs, cables, etc.\par COL.LOCACI\'d3 DE LA CAIXA:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Els tubs han d\'92entrar perpendicularment a dintre de les caixes, i per les finestres previstes pel fabricant.\par No s\'92han de transmetre esfor\'e7os entre les caixes i les altres parts de la instal\'b7laci\'f3 el\'e8ctrica.\par Si la caixa ha de quedar encastada al parament, aleshores, ha d\'92anar collada amb guix i ha de quedar al mateix pla que el parament acabat, preparada per rebre el marc i els embellidors.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 20 mm\par MECANISMES EL\'c8CTRICS:\par Un cop instal\'b7lat i connectat a la xarxa no han de ser accessibles les parts que hagin d'estar en tensi\'f3.\par Ha de quedar amb els costats aplomats i en el mateix pla que el parament.\par Els mecanismes han de quedar fixats s\'f2lidament a la caixa pels punts de subjLVAL ecci\'f3 previstos.\par Resist\'e8ncia de les connexions a la tracci\'f3: >= 30 N\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Aplomat: \'b1 2%\par CONNECTORS DE VEU I DADES:\par Ha de quedar amb els costats aplomats i en el mateix pla que el parament.\par Els mecanismes han de quedar fixats s\'f2lidament a la caixa pels punts de subjecci\'f3 previstos.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par S\'92ha de comprovar que les caracter\'edstiques del producte correspon a les especificades al projecte.\par Els materials s\'92han d\'92inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques dels elements.\par La col\'b7locaci\'f3 de l\'92element s\'92ha de fer seguint les indicacions del fabricant.\par En les caixes encastades, s\'92ha de tenir cura de que no entri material de reblert a l\'92interior de la caixa. Per aquest motiu, s\'92han d\'92ajustar els tubs a les finestres de les caixes.\par Un cop instal\'b7lat, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants (embalatges, retalls de cables, etc.).\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par INTERRUPTOR MAGNETOT\'c8RMIC:\par UNE-EN 60898-1:2004 Accesorios el\'e9ctricos. Interruptores autom\'e1ticos para instalaciones dom\'e9sticas y an\'e1logas para la protecci\'f3n contra sobreintensidades. Parte 1: Interruptores autom\'e1ticos para funcionamiento en corriente alterna.\par UNE-EN 60947-7-1:2003 Aparamenta de baja tensi\'f3n. Parte 7-1: Equipos auxiliares. Bloques de conexi\'f3n para conductores de cobre.\par UNE-EN 60947-7-2:2003 Aparamenta de baja LVALtensi\'f3n. Parte 7-2: Equipos auxiliares. Bloques de conexi\'f3n de conductores de protecci\'f3n para conductores de cobre.\par CONNECTORS DE VEU I DADES:\par UNE-EN 60603-7:1999 Conectores para frecuencias inferiores a 3 MHz para uso con tarjetas impresas. Parte 7: Especificaci\'f3n particular para conectores de 8 v\'edas, incluyendo los conectores fijos y libres con caracter\'edsticas de acoplamiento comunes, con garant\'eda de calidad.\par EN 60603-7-1:2002 Conectores para equipos electr\'f3nicos. Parte 7-1: Especificaci\'f3n particular de conectores de 8 v\'edas, blindados, libres y fijos con caracter\'edsticas de acoplamiento comunes, de calidad evaluada. (Ratificada por AENOR en noviembre de 2002)\par EN 60603-7-7:2002 Conectores para equipos electr\'f3nicos. Parte 7-7: Especificaci\'f3n particular para conectores de 8 v\'edas, blindados, libres y fijos para la transmisi\'f3n de datos con frecuencia de hasta 600 MHz (Categor\'eda 7, Blindados). (Ratificada por AENOR en noviembre de 2002)\par\pard\par } LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler dePorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0361BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0481BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaLVALD{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3:\par Interruptors autom\'e0tics per a actuar per corrent diferencia residual.\par S\'92han contemplat els seg\'fcents tipus:\par - Interruptors autom\'e0tics diferencials per a muntar en perfil DIN\par - Blocs diferencials per a muntar en perfil DIN per a treballar conjuntament amb interruptors autom\'e0tics magnetot\'e8rmics\par - Blocs diferencials de caixa emmotllada per a muntar en perfil DIN o per a muntar adossats a interruptors autom\'e0tics magnetot\'e8rmics, i per a treballar conjuntament amb interruptors autom\'e0tics magnetot\'e8rmics\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 i anivellaci\'f3\par - Connexionat\par - Regulaci\'f3 dels par\'e0metres de funcionament, si \'e9s el cas\par CONDICIONS GENERALS:\par Tots els conductors han de quedar connectats als borns corresponents.\par Cap part accessible de l'element instal\'b7lat no ha d'estar en tensi\'f3, fora dels punts de connexi\'f3.\par Els interruptors han de ser capa\'e7os de funcionar correctament en les condicions normals exigides en les normes.\par Els interruptors que admetin la regulaci\'f3 d\'92algun par\'e0metre han d\'92estar ajustats a les condicions del par\'e0metre exigides en la DT\par Resist\'e8ncia a la tracci\'f3 de les connexions: >= 3 kg\par INTERRUPTORS AUTOM\'c0TICS DIFERENCIALS PER A MUNTAR EN PERFIL DIN:\par La subjecci\'f3 de cables ha d'estar feta mitjan\'e7ant la pressi\'f3 de visos.\par Ha d\'92anar muntat sobre un perfil DIN sim\'e8tric a l\'92interior d\'92una caixa o armari. L\LVAL'92interruptor s\'92ha de subjectar pel mecanisme de fixaci\'f3 disposat per a tal fi.\par BLOCS DIFERENCIALS PER A MUNTAR EN PERFIL DIN I PER A TREBALLAR CONJUNTAMENT AMB INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS:\par El bloc diferencial ha de quedar connectat a l\'92interruptor autom\'e0tic amb els conductors que formen part del mateix bloc. Queda expressament prohibit modificar aquests conductors per a fer les connexions.\par Ha d\'92anar muntat sobre un perfil DIN sim\'e8tric a l\'92interior d\'92una caixa o armari. L\'92interruptor s\'92ha de subjectar pel mecanisme de fixaci\'f3 disposat per a tal fi.\par BLOCS DIFERENCIALS DE CAIXA EMMOTLLADA PER A MUNTAR EN PERFIL DIN O PER A MUNTAR ADOSSATS A INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS, I PER A TREBALLAR CONJUNTAMENT AMB INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS:\par El bloc diferencial ha de quedar connectat a l\'92interruptor autom\'e0tic amb els conductors que formen part del mateix bloc. Queda expressament prohibit modificar aquests conductors per a fer les connexions.\par Quan es col\'b7loca a pressi\'f3 ha d\'92anar muntat sobre un perfil DIN sim\'e8tric a l\'92interior d\'92una caixa o armari. En aquest cas, l\'92interruptor s\'92ha de subjectar pel mecanisme de fixaci\'f3 disposat per a tal fi.\par Quan es col\'b7loca adossat a l\'92interruptor autom\'e0tic, la uni\'f3 entre ambd\'f3s ha d\'92estar feta amb els borns de connexi\'f3 que incorpora el mateix bloc diferencial.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Els interruptors han de muntar-se segons les indicacions del fabricant, i atenent a les especificacions dels reglaments.\par No s\'92ha de treballar amb tensi\'f3 a la xarxa. Abans de procedir a la connexi\'f3 es verificar\'e0 que els conductors estan sense tensi\'f3.\par S\'92han d\'92identificar els conductors de cada fase i neutre per a la seva correcta connexi\'f3 als borns de l\'92interruptor.\par S\'92ha de comprovar que les caracter\'edstiques de l\'92aparell corresponen a les especificades a lxLVALa DT\par S\'92ha de verificar que els conductors quedin aprestats de forma segura.\par Quan la secci\'f3 dels conductors o requereixi es faran servir terminals per a fer les connexions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par La instal\'b7laci\'f3 inclou la part proporcional de connexionats i accessoris dins dels quadres el\'e8ctrics.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par INTERRUPTORS AUTOM\'c0TICS DIFERENCIALS PER A MUNTAR EN PERFIL DIN:\par UNE-EN 61008-1:1996 Interruptores autom\'e1ticos para actuar por corriente diferencial residual, sin dispositivo de protecci\'f3n contra sobreintensidades, para usos dom\'e9sticos y an\'e1logos (ID). Parte 1: Reglas generales.\par BLOCS DIFERENCIALS PER A MUNTAR EN PERFIL DIN I PER A TREBALLAR CONJUNTAMENT AMB INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS:\par UNE-EN 61008-1:1996 Interruptores autom\'e1ticos para actuar por corriente diferencial residual, sin dispositivo de protecci\'f3n contra sobreintensidades, para usos dom\'e9sticos y an\'e1logos (ID). Parte 1: Reglas generales.\par UNE-EN 60947-2:1998 Aparamenta de baja tensi\'f3n. Parte 2: Interruptores autom\'e1ticos.\par BLOCS DIFERENCIALS DE CAIXA EMMOTLLADA PER A MUNTAR EN PERFIL DIN O PER A MUNTAR ADOSSATS A INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS, I PER A TREBALLAR CONJUNTAMENT AMB INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS:\par UNE-EN 60947-2:1998 Aparamenta de baja tensi\'f3n. Parte 2: Interruptores autom\'e1ticos.\par\pard\par }LVALE{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Interruptors autom\'e0tics per a actuar per corrent diferencia residual.\par S\'92han contemplat els seg\'fcents tipus:\par - Interruptors autom\'e0tics diferencials per a muntar en perfil DIN\par - Blocs diferencials per a muntar en perfil DIN per a treballar conjuntament amb interruptors autom\'e0tics magnetot\'e8rmics\par - Blocs diferencials de caixa emmotllada per a muntar en perfil DIN o per a muntar adossats a interruptors autom\'e0tics magnetot\'e8rmics, i per a treballar conjuntament amb interruptors autom\'e0tics magnetot\'e8rmics\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir un aspecte uniforme i sense defectes.\par L'envoltant ha de ser a\'efllant i incombustible.\par Ha de portar borns per a l'entrada i la sortida de les fases i el neutre.\par Ha de portar un dispositiu de desconnexi\'f3 autom\'e0tica del tipus omnipolar i "Lliure mecanisme" en front de corrents de defecte a terra i polsador de comprovaci\'f3.\par INTERRUPTORS AUTOM\'c0TICS DIFERENCIALS PER A MUNTAR EN PERFIL DIN:\par Han d\'92estar constru\'efts segons les especificacions de la norma UNE-EN 61008-1.\par Han de portar un sistema de fixaci\'f3 per pressi\'f3 que permeti el muntatge i desmuntatge sobre un perfil normalitzat.\par Han de portar marcades, com a m\'ednim, les indicacions seg\'fcents:\par - El nom del fabricant o la seva marca de f\'e0brica\par - La designaci\'f3 del tipus, el n\'famero de cat\'e0leg o el n\'famero de s\'e8rie\par - La o les tensions assignades\LVALpar - La freq\'fc\'e8ncia assignada si l\'92interruptor est\'e0 fabricat per a freq\'fc\'e8ncies diferents de 50 Hz\par - El corrent assignat\par - El corrent diferencial de funcionament assignat, mesurat en ampers (A)\par - El s\'edmbol S dintre d\'92un requadre per als aparells selectius\par - Element de maniobra del dispositiu d\'92assaig, marcat amb la lletra T\par - Esquema de connexi\'f3\par - Caracter\'edstica de funcionament en pres\'e8ncia de corrents diferencials amb components cont\'ednues, indicada amb els s\'edmbols normalitzats corresponents\par Les marques han de trobar-se sobre el propi interruptor o be sobre una o v\'e0ries plaques senyalitzadores fixades al mateix. Han d\'92estar situades de manera que quedin visibles i llegibles quan l\'92interruptor estigui instal\'b7lat.\par Si fos necessari establir una distinci\'f3 entre els borns d\'92alimentaci\'f3 aquests han d\'92estar clarament marcats.\par Els borns destinats exclusivament a la connexi\'f3 del neutre del circuit han d\'92estar marcats amb la lletra N.\par Les marques han de ser indelebles, f\'e0cilment llegibles i no han d\'92estar situades sobre cargols, volanderes o altres parts movibles de l\'92interruptor.\par BLOCS DIFERENCIALS PER A MUNTAR EN PERFIL DIN I PER A TREBALLAR CONJUNTAMENT AMB INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS:\par Han de portar un sistema de fixaci\'f3 per pressi\'f3 que permeti el muntatge i el desmuntatge sobre un perfil normalitzat.\par Ha de portar els conductors per a la connexi\'f3 amb l\'92interruptor autom\'e0tic magnetot\'e8rmic amb el que ha de treballar conjuntament.\par No ha de ser possible modificar les caracter\'edstiques de funcionament per mitjanits diferents als espec\'edficament destinats a la regulaci\'f3 de la intensitat diferencial residual de funcionament assignada o la de temporitzaci\'f3 definida.\par Han de complir les especificacions d\'92alguna de les normes seg\'fcents:\par - Interruptors fabricats segons les especificacions dLVALe la norma UNE-EN 61009-1\par - Interruptors fabricats segons les especificacions de la norma UNE-EN 60947-2 annex B\par Els blocs diferencials que compleixen les especificacions de la norma UNE-EN 61009-1 han de portar marcades com a m\'ednim les indicacions seg\'fcents:\par - El nom del fabricant o la seva marca de f\'e0brica\par - La designaci\'f3 del tipus, el n\'famero de cat\'e0leg o el n\'famero de s\'e8rie\par - La o les tensions assignades\par - La freq\'fc\'e8ncia assignada si l\'92interruptor est\'e0 fabricat per a treballar a freq\'fc\'e8ncies diferents a 50 Hz\par - El corrent assignat en ampers, sense el s\'edmbol d\'92amper\par - El corrent diferencial de funcionament assignat, en ampers (A)\par - El s\'edmbol S a dintre d\'92un requadre per als aparells selectius\par - Element de maniobra del dispositiu d\'92assaig. marcat amb la lletra T\par - Esquema de connexi\'f3\par - La caracter\'edstica de funcionament en cas de corrents diferencials amb components continues amb els s\'edmbols normalitzats\par Les marques han de trobar-se sobre el propi bloc diferencial o b\'e9 sobre una o v\'e0ries plaques senyalitzadores fixades a l\'92interruptor, i aquestes marques han d\'92estar situades en un lloc tal que quedin visibles i llegibles quan l\'92interruptor estigui instal\'b7lat.\par Si fos necessari establir una distinci\'f3 entre els borns d\'92entrada i els de sortida, aquests han d\'92estar clarament marcats.\par Els borns destinats exclusivament a la connexi\'f3 del neutre del circuit han d\'92estar marcats amb la lletra N.\par El marcat ha de ser indeleble, f\'e0cilment llegible i no es pot fer sobre cargols, volanderes o qualsevol altre part m\'f2bil de l\'92interruptor.\par Els bloc diferencials que compleixen les especificacions de la norma UNE-EN 60947-2 annex B han de portar marcades com a m\'ednim les indicacions seg\'fcents:\par - El nom del fabricant o la seva marca de f\'e0brica\par - La designaci\'f3 del tipus, eLVALl n\'famero de cat\'e0leg o el n\'famero de s\'e8rie\par - La intensitat diferencial residual de funcionament assignat, en ampers (A)\par - Regulacions de la intensitat diferencial residual de funcionament assignada, si procedeix\par - Temps m\'ednim de no resposta\par - El s\'edmbol S a dintre d\'92un requadre per als aparells selectius\par - Element de maniobra del dispositiu d\'92assaig marcat amb la lletra T, si procedeix\par - La caracter\'edstica de funcionament en cas de corrents diferencials amb components continues amb els s\'edmbols normalitzats\par - La o les tensions assignades, si s\'f3n diferents a les dels interruptors autom\'e0tics amb els que estan acoblats\par - Valor (o domini de valors) de la freq\'fc\'e8ncia assignada si difereix de la del interruptor autom\'e0tic\par - Refer\'e8ncia a aquesta norma\par En lloc no necess\'e0riament visible, o b\'e9 en la documentaci\'f3 o manuals del fabricant hi ha d\'92haver l\'92esquema de connexi\'f3.\par Les caracter\'edstiques del marcat han de complir les mateixes condicions que les requerides en l\'92apartat anterior.\par BLOCS DIFERENCIALS DE CAIXA EMMOTLLADA PER A MUNTAR EN PERFIL DIN O PER A MUNTAR ADOSSATS A INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS, I PER A TREBALLAR CONJUNTAMENT AMB INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS:\par Han d\'92estar constitu\'efts per una carcassa-suport de material a\'efllant emmotllat que formi part integrant de l\'92interruptor autom\'e0tic.\par Ha de complir les especificacions de la norma UNE-EN 60947-2 annex B.\par El marcat ha de ser l\'92esmentat a l\'92apartat anterior, pel que fa refer\'e8ncia als blocs diferencials fabricats segons les especificacions de la norma UNE-EN 60947-2 annex B.\par Els blocs diferencials de caixa emmotllada preparats per a anar muntats sobre perfils DIN normalitzats han de portar un sistema de fixaci\'f3 per pressi\'f3 que permeti el muntatge i el desmuntatge sobre el perfil.\par Els interruptors preparats per a anar muHLVALXntats adossats a l\'92interruptor autom\'e0tic magnetot\'e8rmic han de portar els borns de connexi\'f3 per a la uni\'f3 amb l\'92interruptor.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par El fabricant ha de lliurar la documentaci\'f3 necess\'e0ria per a la correcta instal\'b7laci\'f3 de l\'92interruptor.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par INTERRUPTORS AUTOM\'c0TICS DIFERENCIALS PER A MUNTAR EN PERFIL DIN:\par UNE-EN 61008-1:1996 Interruptores autom\'e1ticos para actuar por corriente diferencial residual, sin dispositivo de protecci\'f3n contra sobreintensidades, para usos dom\'e9sticos y an\'e1logos (ID). Parte 1: Reglas generales.\par BLOCS DIFERENCIALS PER A MUNTAR EN PERFIL DIN I PER A TREBALLAR CONJUNTAMENT AMB INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS:\par UNE-EN 61009-1:1996 Interruptores autom\'e1ticos para actuar por corriente diferencial residual, con dispositivo de protecci\'f3n contra sobreintensidades incorporado, para usos dom\'e9sticos y an\'e1logos (AD). Parte 1: Reglas generales.\par UNE-EN 60947-2:1998 Aparamenta de baja tensi\'f3n. Parte 2: Interruptores autom\'e1ticos.\par BLOCS DIFERENCIALS DE CAIXA EMMOTLLADA PER A MUNTAR EN PERFIL DIN O PER A MUNTAR ADOSSATS A INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS, I PER A TREBALLAR CONJUNTAMENT AMB INTERRUPTORS AUTOM\'c0TICS MAGNETOT\'c8RMICS:\par UNE-EN 60947-2:1998 Aparamenta de baja tensi\'f3n. Parte 2: Interruptores autom\'e1ticos.\par\pard\par }S LVALc {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'accessoris per a interruptors magnetot\'e8rmics o diferencials, tallacircuits, caixes seccionadores o interruptors manuals.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a apar{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'accessoris per a interruptors magnetot\'e8rmics o diferencials, tallacircuits, caixes seccionadores o interruptors manuals.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a aparells de protecci\'f3 i no han de fer disminuir, en cap cas, la seva qualitat i bon funcionament.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metre o d'altres dimensions\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt d'accessoris necess\'e0ris per al muntatge d'un aparell de protecci\'f3.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Armaris amb porta o tapa, encastats, muntats superficialment o fixats a columna.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 i anivellament\par CONDICIONS GENERALS:\par L'armari ha de quedar fixat s\'f2lidament al parament o a la columna per un m\'ednim de quatre punts. La columna ha de complir les especificacions fixades al seu pl{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Armaris amb porta o tapa, encastats, muntats superficialment o fixats a columna.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 i anivellament\par CONDICIONS GENERALS:\par L'armari ha de quedar fixat s\'f2lidament al parament o a la columna per un m\'ednim de quatre punts. La columna ha de complir les especificacions fixades al seu plec de condicions.\par La porta ha d'obrir i tancar correctament.\par Quan tenen tapa, aquesta ha d'encaixar perfectament en el cos de l'armari.\par L'armari ha de quedar connectat al conductor de terra.\par La posici\'f3 ha de ser la fixada a la D.T.\par Quan es col\'b7loca fixat a columna, aquesta ha de complir les especificacions fixades al seu plec de condicions.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 20 mm\par - Aplomat: \'b1 2%\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la D.T.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par\pard\par }LVALhE{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Armaris met\'e0l\'b7lics per a servei interior o exterior, amb porta.\par S'han considerat els tipus de serveis seg\'fcents:\par - Interior\par - Exterior\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar format per un cos, una placa de muntatge i una o dues portes.\par El cos ha de ser de xapa d'acer plegada i soldada, protegida amb pintura anticorrosiva. Ha de portar tapetes amb junt d'estanquitat per al pas de tubs i orificis per a la seva fixaci\'f3.\par Ha de tenir una textura uniforme i sense defectes.\par La porta ha de ser del mateix material que el cos i amb tancament per dos punts.\par Les frontisses de la porta han de ser interiors i l'obertura ha de ser superior a 120\'b0.\par El cos, la placa de muntatge i la tapa han de portar borns de presa de terra.\par Gruix de la xapa d'acer: >= 1 mm\par Si la porta t\'e9 finestra, aquesta ha de ser de metacrilat transparent.\par INTERIOR:\par La porta ha de tenir un junt d'estanquitat que ha de garantir el grau de protecci\'f3.\par Grau de protecci\'f3 per a interior (UNE 20-324): >= IP-427\par EXTERIOR:\par La uni\'f3 entre la porta i el cos s'ha de fer mitjant\'e7ant perfils adequats i amb junts d'estanquitat que garanteixin el grau de protecci\'f3.\par Grau de protecci\'f3 per a exterior (UNE 20-324): >= IP-557\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3. LVAL - UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par\pard\par }:7@I V b % n 1 z = I V  c&o3}AO[g*s6B  EEM3____" #1)''  BEK2____h P"1)''  EEK2____  P"1)''  BEKC____j XI"1)''   EEKC____ 8I"1)''  BEK9____ A"1)'' a a EEK9____ A"1)'' BEV4____! >"1)'' I I EEV4____ ="1)'' 99BEV3____r" c:"1)'' c c EEV3____ D:"1)'' \ \ B091____ {6"1)'' EE61____ l6"1)''  BE52____Z 2"1)'' aaBEW5____c@ 1)'' EE52____(/ 2"1)'' BFR1____@C 1)'' EFR1____B V 1)''   BFQ3____  } 1)'' EFQ____ } 1(&&  BF5A____ 8b 1)''  BF5B____$ ^ 1)'' EF5____"> eK 1(&& BEZ____@~ 1(&& EEZG____'{ 1)'' qqEED____>e H1(&& ^ ^ BH32____\ z1)'' EH3____Z Z1(&& &&BHT1____(@K 1)''  EHT1____jI 1)'' BHB1____3@ 1)''   EHB1____.= 1)'' BHW____@& 1(&& BH61____+# 1)''   EH61____8! 1)''  BHU8____ 1)'' ))BH2D____:R1)'' EH2____#a1(&& N N BG23____y1)'' EG23____4y1)''  BG2D____$1)'' \ \ EG2D____$1)'' BG31____71)'' n.n.EG31____\1)'' BG32____'1)'' EG32____<1)'' z z BG2C____1)''  EG2C____1)'' {{BG15____1)'' CCBGW1____E@1)'' EG15____ @1)'' K K BG21____x 1)'' BGW2____@w1)'' EG21____)t 1)'' ^ ^ BG22____m1)'' ^^EG22____(i1)''  BG63____b1)'' BGW6____@Z1)'' BG64____O1)'' \ \ BG62____71)'' EG6____X71l1(&& ''BG41____(N#E1)'' EG41____6& E1)''   BG1A____*hE1)''H ;   50?q= ף.@q= ף.@q= ף.@q= ף.@`s@__BG6211XXEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V<@uBG6211XXETVEN.3VEN.3!            0?zG,@zG,@zG,@zG,@`s@ada pilot,"__BG6211GGCommutador, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot,W@uBG6211GGETVEN.3VEN.3<22((((($$$$$$  0?(\)@(\)@(\)@(\)@ ?@pada pilot, seri, marc metal__BG6211SZInterruptor bipolar SIMON 82, metall@"uBG6211SZETVEN.3VEN.3  0?ffffff[@ffffff[@ffffff[@ffffff[@@9@ba c, tetrap (4p), de 60__BG415DJJInt.auto.magnet.,i=50a,pia corbac,tetrapol.(4p),tall=6000a/10ka,4md.dinp/munt.perf.din @!uBG415DJJETVEN.3VEN.3>44*****&&&&&& 0?)\L@)\L@)\L@)\L@nsitat nominal, bipo(2p), de 0,0__BG42429HInterruptor dif.cl.ac,gam.terc.,i=40a,bipol.(2p),0,03a,fix.inst.,2md.din,p/munt.perf.dinW@ uBG42429HETVEN.3VEN.3@66,,,,,(((((( 0?R1@R1@R1@R1@@L@ba C, bipolaP+N), de 600__BG415D5CInterruptor auto.magnet.,I=20A,PIA corbaC,bipol.(1P+N),tall=6000A/10kA,2md.DINp/munt.perf.DIN@uBG415D5CETVEN.3VEN.3E;;11111------#! 0?{G:2@{G:2@{G:2@{G:2@@L@a C, bipolar+N), de 6000__BG415D57Interruptor auto.magnet.,I=6A,PIA corbaC,bipol.(1P+N),tall=6000A/10kA,2md.DINp/munt.perf.DIN@uBG415D57ETVEN.3VEN.3D::00000,,,,,,"  0?ףp= W3@ףp= W3@ףp= W3@ףp= W3@@ corba c, bipolap), de 6000 __BG415D99Int.auto.magnet.,i=10a,pia corbac,bipol.(2p),tall=6000a/10ka,2md.dinp/munt.perf.din@-UBG415D99ETVEN.3VEN.3;11'''''######  0?(\?(\?(\?(\?89@__BGW41000P.p.accessoris p/interr.magnetot.B@uBGW41000ETVEN.3VEN.3 Ӏ0?Q^3@Q^3@Q^3@Q^3@@9@ba c, bipolap), de 6000 __BG415D9BInt.auto.magnet.,i=16a,pia corbac,bipol.(2p),tall=6000a/10ka,2md.dinp/munt.perf.din@-uBG415D9BETVEN.3VEN.3;11'''''######  0?)\lx@)\lx@)\lx@)\lx@@L@__BG1AU030Armari metl.,xapa electrozincada,p/quadre distr.,550x900x175mmh@uBG1AU030ETVEN.3VEN.3& LVALE!{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3:\par Interruptor autom\'e0tic magnetot\'e8rmic unipolar amb 1 pol protegit, bipolar amb 1 pol protegit, bipolar amb 2 pols protegits, tripolar amb 3 pols protegits, tetrapolar amb 3 pols protegits, tetrapolar amb tres pols protegits i protecci\'f3 parcial del neutre i tetrapolar amb 4 pols protegits.\par S'han considerat els tipus seg\'fcents:\par - Per a control de pot\'e8ncia (ICP)\par - Per a protecci\'f3 de l\'ednies el\'e8ctriques d'alimentaci\'f3 a receptors (PIA)\par - Interruptors autom\'e0tics magnetot\'e8rmics de caixa emmotllada\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 i anivellaci\'f3\par - Connexionat\par - Regulaci\'f3 dels par\'e0metres de funcionament, si \'e9s el cas\par CONDICIONS GENERALS:\par La subjecci\'f3 de cables ha d'estar feta mitjan\'e7ant la pressi\'f3 de visos.\par Tots els conductors han de quedar connectats als borns corresponents.\par Cap part accessible de l'element instal\'b7lat no ha d'estar en tensi\'f3, fora dels punts de connexi\'f3.\par Quan es col\'b7loca a pressi\'f3 ha d\'92anar muntat sobre un perfil DIN sim\'e8tric a l\'92interior d\'92una caixa o armari. En aquest cas, l\'92interruptor s\'92ha de subjectar pel mecanisme de fixaci\'f3 disposat per a tal fi.\par Quan es col\'b7loca amb cargols, ha d'estar muntat sobre una placa base a\'efllant a l'interior d\'92una caixa tamb\'e9 a\'efllant. En aquest cas l\'92interruptor s\'92ha de subjectar pels punts disposats a tal fi pel fabricant.\par Els interruptors han de ser capa\'e7oLVAL"s de funcionar correctament en les condicions normals exigides en les normes.\par Els interruptors que admetin la regulaci\'f3 d\'92algun par\'e0metre han d\'92estar ajustats a les condicions del par\'e0metre exigides en la DT\par Resist\'e8ncia a la tracci\'f3 de les connexions: >= 3 kg\par ICP:\par Ha d'estar muntat dins d'una caixa precintable.\par Ha d'estar localitzat el m\'e9s aprop possible de l'entrada de la derivaci\'f3 individual.\par PIA:\par En el cas de vivendes ha de quedar muntat un interruptor magnetot\'e8rmic per a cada circuit.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Els interruptors han de muntar-se segons les indicacions del fabricant, i atenent a les especificacions dels reglaments.\par No s\'92ha de treballar amb tensi\'f3 a la xarxa. Abans de procedir a la connexi\'f3 es verificar\'e0 que els conductors estan sense tensi\'f3.\par S\'92han d\'92identificar els conductors de cada fase i neutre per a la seva correcta connexi\'f3 als borns de l\'92interruptor.\par S\'92ha de comprovar que les caracter\'edstiques de l\'92aparell corresponen a les especificades a la DT\par S\'92ha de verificar que els conductors quedin aprestats de forma segura.\par Quan la secci\'f3 dels conductors o requereixi es faran servir terminals per a fer les connexions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par La instal\'b7laci\'f3 inclou la part proporcional de connexionats i accessoris dins dels quadres el\'e8ctrics.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par ICP:\par UNE 20317:1988 Interruptores autom\'e1ticos magnetot\'e9rmicos, para control de potencia, de 1,5 a 63 A.\par UNE 20317/1M:1993 Interruptores autom\'e1ticos magnetot\'e9rmicos para control de potencia de 1,5 A a 63 A.\par PIA:\par UNE-EN 60898:1992 Interruptores autom\'e1ti LVAL cos para instalaciones dom\'e9sticas y an\'e1logas para la protecci\'f3n contra sobreintensidades.\par UNE-EN 60898/A1:1993 Interruptores autom\'e1ticos para instalaciones dom\'e9sticas y an\'e1logas para la protecci\'f3n contra sobreintensidades.\par UNE-EN 60898/A1:1993 ERR Interruptores autom\'e1ticos para instalaciones dom\'e9sticas y an\'e1logas para la protecci\'f3n contra sobreintensidades.\par UNE-EN 60947-1:2002 Aparamenta de baja tensi\'f3n. Parte 1: Reglas generales.\par UNE-EN 60947-2:1998 Aparamenta de baja tensi\'f3n. Parte 2: Interruptores autom\'e1ticos.\par INTERRUPTORS AUTOM\'c0TICS DE CAIXA EMMOTLLADA:\par UNE-EN 60947-1:2002 Aparamenta de baja tensi\'f3n. Parte 1: Reglas generales.\par UNE-EN 60947-2:1998 Aparamenta de baja tensi\'f3n. Parte 2: Interruptores autom\'e1ticos.\par\pard\par }LVALE${\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Interruptor autom\'e0tic magnetot\'e8rmic unipolar amb 1 pol protegit, bipolar amb 1 pol protegit, bipolar amb 2 pols protegits, tripolar amb 3 pols protegits, tetrapolar amb 3 pols protegits, tetrapolar amb tres pols protegits i protecci\'f3 parcial del neutre i tetrapolar amb 4 pols protegits.\par S'han considerat els tipus seg\'fcents:\par - Per a control de pot\'e8ncia (ICP)\par - Per a protecci\'f3 de l\'ednies el\'e8ctriques d'alimentaci\'f3 a receptors (PIA)\par - Interruptors autom\'e0tics magnetot\'e8rmics de caixa emmotllada\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir un aspecte uniforme i sense defectes.\par L'envoltant ha de ser a\'efllant i incombustible.\par Han d'estar dissenyats i constru\'efts de manera que les seves caracter\'edstiques en \'fas normal siguin segures i sense perill per a l'usuari i el seu entorn.\par El sistema de connexi\'f3 ha de ser l\'92indicat pel fabricant.\par Ha de portar borns per a l'entrada i la sortida de cada fase o neutre.\par ICP:\par Ha de complir les especificacions de la norma UNE 20-317.\par Han de portar un sistema de fixaci\'f3 per pressi\'f3 que permeti el muntatge i desmunatge sobre un perfil normalitzat.\par Han de portar marcades les dades seg\'fcents:\par - La denominaci\'f3 ICP-M\par - La intensitat nominal, en ampers (A)\par - La tensi\'f3 nominal, en volts (V)\par - El s\'edmbol normalment acceptat per al corrent altern\par - El poder de tall nominal, en ampers\par - El noLVAL%m del fabricant o la marca de fabrica\par - La refer\'e8ncia del tipus del fabricant\par - Refer\'e8ncia reglament\'e0ria justificativa del tipus d\'92aparell\par - N\'famero d\'92ordre de fabricaci\'f3\par La indicaci\'f3 del poder de tall ha de consistir en el seu valor, expresat en ampers, sense el s\'edmbol A i situat a l\'92interior d\'92un rectangle.\par La intensitat nominal ha de col\'b7locar-se en xifres seguides del s\'edmbol d\'92amper (A).\par Per a indicar la tensi\'f3 nominal es poden fer servir \'fanicament xifres.\par El s\'edmbol del corrent altern ha de col\'b7locar-se immediatament despr\'e9s de la indicaci\'f3 de tensi\'f3 nominal.\par Les indicacions d\'92intensitat nominal i del nom del fabricant o de la marca de f\'e0brica han de figurar a la part frontal de l\'92interruptor.\par Quan sigui necessari diferenciar els borns d\'92alimentaci\'f3 i els de sortida, els primers han de marcar-se mitjan\'e7ant fletxes que tinguin la punta dirigida cap a l\'92interior de l\'92interruptor i els altres mitjan\'e7ant fletxes que tinguin la punta dirigida cap a l\'92exterior de l\'92interruptor.\par Els interruptors han d\'92estar prove\'efts d\'92un esquema de connexions si no \'e9s evident la seva connexi\'f3 correcte. En l\'92esquema de connexions, els borns s\'92han de designar amb els s\'edmbols corresponents.\par Les marques i indicacions han de ser indelebles, f\'e0cilment llegibles i no han d\'92estar sobre cargols, volanderes o altres parts no fixes de l\'92interruptor. \par PIA:\par Han de portar un sistema de fixaci\'f3 per pressi\'f3 que permeti el muntatge i desmunatge sobre un perfil normalitzat.\par Han de complir les especificacions d\'92alguna o algunes de les normes seg\'fcents:\par - Interruptors fabricats segons les especificacions de la norma UNE-EN 60898\par - Interruptors fabricats segons les especificacions de la norma UNE-EN 60898 i UNE-EN 60947-2\par - Interruptors fabricats segons les especificacions de la norma UNE-EN 60947-2\par Els iLVAL&nterruptors que compleixen les especificacions de la norma UNE-EN 60898 han de portar marcades les indicacions seg\'fcents:\par - El nom del fabricant o la seva marca comercial\par - Designaci\'f3 del tipus, n\'famero de cat\'e0leg o un altre n\'famero d\'92identificaci\'f3\par - Tensi\'f3 assignada seguit del s\'edmbol normalment acceptat per al corrent altern\par - El corrent assignat sense el s\'edmbol d\'92amper (A) precedit del s\'edmbol de la caracter\'edstica de dispar instant\'e0nia\par - La freq\'fc\'e8ncia assignada si l\'92interruptor est\'e0 previst per a una sola freq\'fc\'e8ncia, en hertz (Hz)\par - El poder de tall assignat en ampers, dintre d\'92un rectangle, sense indicaci\'f3 del s\'edmbol de les unitats\par - L\'92esquema de connexi\'f3 a menys que el mode de connexi\'f3 sigui evident\par - La temperatura ambient de refer\'e8ncia si \'e9s diferent de 30\'baC\par - Classes de limitaci\'f3 d\'92energia, si s\'92aplica\par La designaci\'f3 del corrent assignat sense el s\'edmbol d\'92amper (A) precedit del s\'edmbol de la caracter\'edstica de dispar instant\'e0nia ha de ser visible quan l\'92interruptor est\'e0 instal\'b7lat.\par Les altres indicacions poden situar-se en el dors o en els laterals de l\'92interruptor.\par L\'92esquema el\'e8ctric pot situar-se a l\'92interior de qualsevol envoltant que s\'92hagi de retirar per a la connexi\'f3 dels cables d\'92alimentaci\'f3. No pot estar sobre una etiqueta adhesiva enganxada a l\'92interruptor.\par Les marques i indicacions han de ser indelebles, f\'e0cilment llegibles i no han d\'92estar sobre cargols, volanderes o altres parts no fixes de l\'92interruptor.\par Els interruptors que compleixen la norma UNE-EN 60947-2 han de portar marcades sobre el propi interruptor o be sobre una o v\'e0ries plaques de caracter\'edstiques fixades al mateix les indicacions seg\'fcents:\par Sobre el cos de l\'92interruptor i en lloc visible quan l\'92interruptor est\'e0 instal\'b7lat:\par - Intensitat asLVAL'signada en ampers (A)\par - Capacitat per al seccionament, si es el cas, amb el s\'edmbol normalitzat\par - Indicaci\'f3 de la posici\'f3 d\'92obertura i la de tancament\par Sobre el cos de l\'92interruptor i en lloc no necess\'e0riament visible quan l\'92interruptor est\'e0 instal\'b7lat:\par - Nom del fabricant o marca de f\'e0brica\par - Designaci\'f3 del tipus o del n\'famero de s\'e8rie\par - Refer\'e8ncia a aquesta norma\par - Categoria d\'92\'fas\par - Tensi\'f3 o tensions assignades d\'92\'fas, en volts (V)\par - Valor de la freq\'fc\'e8ncia assignada i/o indicaci\'f3 del corrent continu amb el s\'edmbol normalment acceptat\par - Poder assignat de tall de servei en curtcircuit, en kiloampers (kA)\par - Poder assignat de tal \'faltim, en kiloampers (kA)\par - Intensitat assignada de curta durada admissible i curta durada corresponent per a la categoria d\'92\'fas B\par - Borns d\'92entrada i de sortida a menys que la seva connexi\'f3 sigui indiferent\par - Borns del pol neutre, si procedeix, per la lletra N\par - Born de terra de protecci\'f3, si procedeix, marcat amb el s\'edmbol normalitzat\par - Temperatura de refer\'e8ncia per als disparadors t\'e8rmics no compensats, si \'e9s diferent de 30\'baC\par La resta d\'92indicacions poden estar marcades sobre el cos del interruptor en lloc no necess\'e0riament visibles o be han d\'92especificar-se en els cat\'e0legs o manuals del fabricant.\par INTERRUPTORS AUTOM\'c0TICS DE CAIXA EMMOTLLADA:\par Han d\'92estar constitu\'efts per una carcassa-suport de material a\'efllant emmotllat que formi part integrant de l\'92interruptor autom\'e0tic.\par Han de complir les especificacions de la norma UNE-EN 60947-2.\par El marcat ha de ser l\'92esmentat a l\'92apartat anterior, pel que fa refer\'e8ncia als interruptors tipus PIA fabricats exclusivament segons les especificacions de la norma UNE-EN 60947-2.\par Els interruptors de caixa emmotllada preparats per anar muntats sobre perfildLVALts normalitzats han de portar un sistema de fixaci\'f3 per pressi\'f3 que permeti el muntatge i desmuntatge sobre el perfil.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par El fabricant ha de lliurar la documentaci\'f3 necess\'e0ria per a la correcta instal\'b7laci\'f3 de l\'92interruptor.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par ICP:\par UNE 20317:1988 Interruptores autom\'e1ticos magnetot\'e9rmicos, para control de potencia, de 1,5 a 63 A.\par UNE 20317/1M:1993 Interruptores autom\'e1ticos magnetot\'e9rmicos para control de potencia de 1,5 A a 63 A.\par PIA:\par UNE-EN 60898:1992 Interruptores autom\'e1ticos para instalaciones dom\'e9sticas y an\'e1logas para la protecci\'f3n contra sobreintensidades.\par UNE-EN 60898/A1:1993 Interruptores autom\'e1ticos para instalaciones dom\'e9sticas y an\'e1logas para la protecci\'f3n contra sobreintensidades.\par UNE-EN 60898/A1:1993 ERR Interruptores autom\'e1ticos para instalaciones dom\'e9sticas y an\'e1logas para la protecci\'f3n contra sobreintensidades.\par UNE-EN 60947-1:2002 Aparamenta de baja tensi\'f3n. Parte 1: Reglas generales.\par UNE-EN 60947-2:1998 Aparamenta de baja tensi\'f3n. Parte 2: Interruptores autom\'e1ticos.\par INTERRUPTORS AUTOM\'c0TICS DE CAIXA EMMOTLLADA:\par UNE-EN 60947-1:2002 Aparamenta de baja tensi\'f3n. Parte 1: Reglas generales.\par UNE-EN 60947-2:1998 Aparamenta de baja tensi\'f3n. Parte 2: Interruptores autom\'e1ticos.\par\pard\par } B K| $ D%%?(\u$@-@Gz@sh|#@`s@@EG63D15RPresa corrent,bipolar+terra lateral,(2P+T),16A250V,a/tapa+caixa estanca,IP-55,preu mitj,munt.superf@%uEG63D15RPOPr&?(\u$@-@Gz@sh|#@`s@@EG63D15RPresa corrent,bipolar+terra lateral,(2P+T),16A250V,a/tapa+caixa estanca,IP-55,preu mitj,munt.superf@%uEG63D15RPOProjecte del'ampliaci i reforVEN.3A77ysnl >&?(\&@-@ףp= @}?5^i%@`s@@EG62D19JInterruptor,(1P),10AX/250V,a/tecla+caixa superf.estanca,,IP-55preu mitj,munt.superf.@$uEG62D19JPOProjecte del'ampliaci i reforVEN.32((ysnl >&?(\u3@K7@Hz)@NbX92@@@EG6431F1Pols. tipus univ.,SIMON82,metall,10A/250V ,1NA,a/tecla,preu alt,IP-44,encastat@#uEG6431F1POProjecte del'ampliaci i reforVEN.3+!!ysnl >&?Q+5@K7@-@w/4@@@EG6211SKBase Schuko monoblock de tipus universal, bipolar (2P), 16 AX/250 V, amb base blanca@uEG6211SKPOProjecte del'ampliaci i reforVEN.31''ysnl >&?Q6@K7@q= ף.@bX9x5@@@EG6211SEEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V@uEG6211SEPOProjecte del'ampliaci i reforVEN.3  ysnl >&? 5@K7@zG,@/$q4@@@EG6211SHCommutador, de tipus universal, bipolar (2P), 16 AX/250 V,@uEG6211SHPOProjecte del'ampliaci i reforVEN.3  ysnl >&?33333s3@K7@(\)@l2@@@EG6211SZInterruptor,SIMON82,metall.,bipol.(2P),16AX/250V,a/tecla+pilot,preu alt,encastat@uEG6211SZPOProjecte del'ampliaci i reforVEN.3-##ysnl >&?Q>_@z):&@\(|[@K=U^@@@EG415DJJInt.auto.magnet.i=50a,pia corbac,tetrapol.(4p),tall=6000a/10ka,4md.din,munt.perf.din@uEG415DJJPOProjecte del'ampliaci i reforVEN.32((ysnl >&?ffffff;@S @)\(2@v:@@@EG415D5CInterruptor auto.magnet.,I=20A,PIA corbaC,bipol.(1P+N),tall=6000A/10kA,2md.DIN,munt.perf.DIN@uEG415D5CPOProjecte del'ampliaci i reforVEN.3:00ysnl >&?R;@S @R2@$;@@@EG415D57Interruptor auto.magnet.,I=6A,PIA corbaC,bipol.(1P+N),tall=6000A/10kA,2md.DIN,munt.perf.DIN@uEG415D57POProjecte del'ampliaci i reforVEN.39//ysnl >&?Q<@S @Gz3@9v<@@@EG415D99Int.auto.magnet.i=10a,pia corbac,bipol.(2p),tall=6000a/10ka,2md.din,munt.perf.din@uEG415D99POProjecte del'ampliaci i reforVEN.3/%%ysnl >*H @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@LM8\8@66LO8<8:HL LO8<8BDL LO8<8DHLLO8x::66 LOQb8LO@Wo@OJLODSf:B6x LODSf:h<86 <LQ@:h8@6 DLQO@``v< . 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L6@:8:66azL6@:8:66a~L6@:D6<6ajL6@:D6<6֜L6@:D6<6;L6@:D6<6DL6@J:86:L6@J:86<L6@J::6:`L6B><66ML6B><66ML6B><66M`L6B><66MaL6B>@66ML6B@:6@6`VL6B@HB6LL6B@HB6LL6B@HB6L#L6B@HB6LAL6B@HB6LA LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total aUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, per a instal.lacions amb fluid frigorfic R410 A, model MMU-AP0071BH de TOSHIBA o equivalent, amb panel decoratiu, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALAllament trmic d'escuma elastomrica sense halgens, per a canonades de 42 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximAllament trmic d'escuma elastomrica sense halgens, per a canonades de 42 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 44 mm, amb una conductivitat trmica a 0 C de 0,040 W/mK i no propagador de la flama, amb grau de dificultat alt i col.locat superficialment LVALLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, ancoratge OD-3160 (4P), installada LVALLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensiLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de Lledo, incloses 2 lmpades TC-DEL 26W, equip electrnic o equivalent i col.locada encastadaLVALl2{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Mecanismes per a instal\'b7lacions el\'e8ctriques, encastats o muntats superficialment i els elements necessaris per a la seva col\'b7locaci\'f3 encastada, caixes, plaques i marcs.\par S'han considerat les unitats d'obra seg\'fcents:\par - Caixes per a 1,2 o 3 mecanismes encastades en paraments\par - Caixes per a mecanismes, amb tapa, encastades a terra\par - Caixes per a mecanismes amb tapa, col\'b7locades en terra t\'e8cnic\par - Interruptors i conmutadors encastats o muntats superficialment.\par - Endolls bipolars o tripolars amb terra o sense connexi\'f3 a terra, encastats o muntats superficialment.\par - Polsador per encastar o per muntar superficialment a l'interior o a l'intemp\'e8rie.\par - Mecanisme portafusibles amb fusible per encastar o muntar superficialment a l'intemp\'e8rie o a l'interior.\par - Sortida de fils, encastada\par - Placa i marc per a un o varis elements, col\'b7locada a mecanismes encastats\par - Regulador d'intensitat encastat o muntat superficialment.\par - Tapa cega col\'b7locada sobre caixa o bastidor.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Caixes per a mecanismes, interruptors, conmutadors, endolls, polsadors, portafusibles o reguladors d\'92intensitat:\par - Replanteig de la unitat d\'92obra\par - Muntatge, fixaci\'f3 i anivellaci\'f3\par - Connexionat\par - Retirada de l\'92obra de les restes d\'92embalatges, retalls de tubs, cables, etc.\par Sortides de fils:\par - Muntatge, fixaci\'f3 i nivellaci\'f3\par - Acondicionament dels fils\par Placa, marc o tapa cega:\par LVAL3- Replanteig de la unitat d\'92obra\par - Fixaci\'f3 i nivellaci\'f3\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 20 mm\par INTERRUPTORS, CONMUTADORS, ENDOLLS, POLSADORS, PORTAFUSIBLES O REGULADORS D\'92INTENSITAT:\par Un cop instal\'b7lat i connectat a la xarxa no han de ser accessibles les parts que hagin d'estar en tensi\'f3.\par Les fases (o fase i neutre) i el conductor de protecci\'f3, si n'hi ha, han d'estar connectats als borns de la base per pressi\'f3 de cargols.\par Ha de quedar amb els costats aplomats i en el mateix pla que el parament.\par Quan es col\'b7loca muntat superficialment, l'element ha de quedar fixat s\'f2lidament al suport.\par Quan es col\'b7loca encastat, l'element ha de quedar fixat s\'f2lidament a la caixa de mecanismes, la qual ha de complir les especificacions fixades en el seu plec de condicions.\par L\'92endoll instal\'b7lat ha de complir les especificacions de la MI-BT-024.\par El regulador d'intensitat ha de quedar fixat s\'f2lidament al suport (muntatge superficial) o a la caixa de mecanismes (muntatge encastat), al menys per dos punts mitjan\'e7ant visos.\par Resist\'e8ncia de les connexions a la tracci\'f3: >= 30 N\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Aplomat: \'b1 2%\par SORTIDES DE FILS:\par La sortida de fils ha de quedar fixada s\'f2lidament a la caixa de mecanismes, la qual ha de complir les especificacions fixades en el seu plec de condicions.\par Ha de quedar amb els costats aplomats i en el mateix pla que el parament.\par Ha de disposar d'un sistema de fixaci\'f3 dels fils per pressi\'f3. Aquest sistema no ha de produir danys als fils.\par Resist\'e8ncia del sistema de fixaci\'f3: >= 3 kg\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Aplomat: \'b1 2%\par PLACA, MARC O TAPA CEGA:\par El mecanisme ha de quedar immobilitzat fins i tot quan s'accioni, acci\'f3 que cal fer sense cap dificultat.\par La placa LVAL4o tapa, ha de quedar ben adossada al parament.\par El marc ha de quedar s\'f2lidament fixat sobre la caixa per mitj\'e0 dels cargols o de les grapes que porta.\par La placa ha de quedar subjectada a pressi\'f3 sobre el marc i el mecanisme ha de quedar entre tots dos.\par CAIXES PER A MECANISMES:\par S\'92han de complir les especificacions de la ITC-MIE-BT-019\par Els tubs han d\'92entrar a dintre de les caixes per les finestres previstes pel fabricant.\par No s\'92han de transmetre esfor\'e7os entre les caixes i les altres parts de la instal\'b7laci\'f3 el\'e8ctrica.\par Els tubs han d\'92entrar perpendicularment a les parets de les caixes.\par En les caixes amb tapa, la tapa s\'92ha de poder obrir i tancar correctament.\par CAIXES PER A MECANISMES ENCASTADES EN PARAMENTS:\par La caixa ha de quedar encastada al parament. Ha d'anar collada amb guix i ha de quedar al mateix pla que el parament acabat.\par Ha de quedar amb els costats aplomats.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Aplomat: \'b1 2%\par CAIXES PER A MECANISMES ENCASTADES A TERRA:\par La caixa ha de quedar encastada al parament. Ha d\'92anar collada amb morter i ha de quedar a la cota prevista per tal de que la tapa quedi al mateix pla que el paviment.\par CAIXES PER A MECANISMES COL\'b7LOCADES EN TERRA T\'c8CNIC:\par La caixa ha de quedar fixada al paviment per un m\'ednim de quatre punts.\par Ha de quedar fixada pels punts de subjecci\'f3 disposats pel fabricant.\par Ha de quedar a la cota prevista per tal que la tapa quedi al mateix pla que el paviment.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par S\'92ha de comprovar que les caracter\'edstiques del producte correspon a les especificades al projecte.\par Els materials s\'92han d\'92inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques dels elements.\par La col\'b7locaci\'f3 de l\'92eLLVAL\lement s\'92ha de fer seguint les indicacions del fabricant.\par En les caixes encastades, s\'92ha de tenir cura de que no entri material de reblert a l\'92interior de la caixa. Per aquest motiu, s\'92han d\'92ajustar els tubs a les finestres de les caixes.\par Un cop instal\'b7lat, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants (embalatges, retalls de cables, etc.).\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par INTERRUPTORS, CONMUTADORS, ENDOLLS, POLSADORS, PORTAFUSIBLES O REGULADORS D\'92INTENSITAT:\par UNE-EN 60669-1:1996 Interruptores para instalaciones el\'e9ctricas fijas, dom\'e9sticas y an\'e1logas. Parte 1: Prescripciones generales.\par\pard\par }e6 @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ Y88D8D8888 8 JJJJJJJh J !LLLL L LLLLLLLLLLLLLLLLLLDLDLDLD LD LDLDLDLDLDLDLDLDLDLL L LLLLLLLLLLLLLLLLL L L L LLLLLLLLLLLLLL L LLLLLLLL LrLrLrLrLr Lr LrLrLrLrLrLrLrLrLLL L L LLLLLLL5L5 L5 L5 L5L5L5L5L5L5L5L5L5L5L5L5LuLuLuLuLuLu Lu Lu Lu LuLuLuLuLuLuLLLLL L LLLLLLLLLLLLLLLLLLLL L!LLLL L L L LLLLLLhLhLhLh Lh LhLhLhLhLhLLLLLL L LLLLLLLLLLLLLLL L L L L LLLLLLLLLLYLYLYLYLYLY LY LY LYLYLYLYLYLYLYLYL L L L L L L  L  L  L L L L L L L L zL zL zL zL zL z L z L z L zL zL zL zL zL zL zL L L L L L L L !L "L #L %L L L L L L L L L L L L L L L L 7L 7L 7L 7L 7L 7 L 7 L 7 L 7L 7L 7L 7L 7L 7L 7L 7L !L !L !L !L !L ! L ! L ! L !L !L !L !L !L !L L L L L L L L L L L L L L MMMMMMMDMDM"M"M" M"M"M"M"M"M5 M5!M5"OOOQ5 Q5Q5Q5Q5Q5QuQuQuQuQu QuQuQuQuQuQuQQQQQQ Q Q QQQQQQQQQQQQ QQQQQQQQQ"Q#QQQQQQ QQQQQQQQQhQhQhQhQhQhQhQQQQQ QQQQQQQQQQQQQQQSuSuSuSSS Sh Sh ShShShShUUU\\ \!\\"\"\"\"\"\"\"\" \" \" \" \"\"\"\"\r\\\\h\h\h\h\h \h!ffffe5 @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ OOOOO5OhO  O  O  O O QQQ Q Q QQQQQQQ Q Q Q Q QQQQQQQQQDQDQDQDQD QD QD QDQDQDQDQQQQQQQQQ Q Q QQQQQQ QQQQQQQQQQQQ Q Q QQQQQQQQ"Q"Q"Q"Q"Q"QrQrQrQrQrQr Qr Qr QrQrQrQrQrQrQrQrQQQQ Q QQQQQQQQQQQ Q5Q5Q5Q5Q5 Q5 Q5Q5Q5Q5Q5QuQuQuQuQu QuQuQuQuQuQuQQQQQQ Q Q QQQQQQQQQQQQ QQQQQQQQQ"Q#QQQQQQ QQQQQQQQQhQhQhQhQhQhQhQQQQQ QQQQQQQQQQQQQQQQQQYQYQYQYQY QY QYQYQYQYQYQYQYQ Q Q Q  Q  Q Q Q Q Q Q Q Q zQ zQ zQ zQ z Q z Q zQ zQ zQ zQ zQ zQ  Q  Q Q Q Q Q Q Q  Q $Q &Q Q Q Q Q Q Q Q Q Q Q Q Q 7Q 7Q 7Q 7Q 7 Q 7 Q 7Q 7Q 7Q 7Q 7Q 7Q 7Q !Q !Q !Q !Q ! Q ! Q !Q !Q !Q !Q !Q !Q !Q !Q !!Q Q Q Q Q Q Q Q Q SuSuSuSSS Sh Sh ShShShShS S S S S S S S S UUU\\ \!\\"\"\"\"\"\"\"\" \" \" \" \"\"\"\"\r\\\\h\h\h\h\h \h!\ \ \ \ !\ ! \ \ \ ffffLVAL8{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Interruptors i conmutadors per a encastar o muntar superficialment.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'incorporar accessoris embellidors.\par Ha d'estar constitu\'eft per una base amb borns de connexi\'f3, mecanisme d'interrupci\'f3, de commutaci\'f3 o de commutaci\'f3 de creuament, dispositius de fixaci\'f3 a la caixa i accessoris embellidors d'acabat.\par Ha de tenir contactes d'alt poder de ruptura. Aquest ha de ser l'indicat en la UNE 20-353.\par Ha de tenir un aspecte uniforme i sense defectes.\par El comandament d'accionament ha de ser manual. La base i la placa d'acabat han de ser a\'efllants.\par La placa d'acabat ha de portar un dispositiu de fixaci\'f3 a la base.\par Les parts subjectes a tensi\'f3 no han de ser accessibles.\par Ha d'estar protegit contra la penetraci\'f3 de cossos s\'f2lids, pols, aigua i de l'humitat.\par Han de ser resistents a la calor, al foc i a formar camins conductors.\par Han de funcionar correctament a temperatura ambient.\par Han d'estar dissenyats de manera que en l'\'fas normal han de funcionar de forma segura i no han de suposar perill per a les persones i el seu entorn.\par Ha de complir les condicions requerides per la DF.\par Tensi\'f3 nominal: 230 V\par A\'efllament (UNE 20-353): Ha de complir\par Resist\'e8ncia mec\'e0nica (UNE 20-353): Ha de complir\par Resist\'e8ncia al foc (UNE 20-353): Ha de complir\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par L'interruptor ha de portar de forma indeleble i ben visible les dades seg\'fcents:\par - Nom  LVAL, del fabricant o marca comercial\par - Tensi\'f3 d'alimentaci\'f3\par - Intensitat\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE-EN 60947-3:2000 Aparamenta de baja tensi\'f3n. Parte 3: Interruptores, seccionadores, interruptores-seccionadores y combinados fusibles.\par UNE-EN 60669-1:1996 Interruptores para instalaciones el\'e9ctricas fijas, dom\'e9sticas y an\'e1logas. Parte 1: Prescripciones generales.\par UNE 20315:1994 Base de corriente y clavijas para usos dom\'e9sticos y an\'e1logos.\par\pard\par } LVALLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 horLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 hora d'autonomia, per a cobrir una superfcie aproximada de 40 m2, amb un grau de protecci IP 423, col.locat enrasat en sostre o paret, marca DAISALUX model Hydra N5S amb caixa Ref. KET Hydra KEP Hydra o equivalent LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent. LVALAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais oAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent. LVALAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril diAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril din de 10 espais. elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament marca auta model atf-98. LVALExcavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39Excavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39 cm d'amplria de treball i escampada de les terres sobrants mecnicament al costat del forat de plantaci, en un pendent inferior al 25 % LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i apDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i aplec del material per a la seva reutilitzaci i crrega manual de runa sobre cami o contenidor, amb grau de dificultat mitj LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat dPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilot LVALCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armaduraCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera LVALArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, supoArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, suport de carrils, marc frontal amb targes perforades, sistema d'etiquetat, obturadors i col.lector terra/neutre, amb porta transparent, pany i clau, de dimensions 550x900x175 mm, col.locat LVALAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre voAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALCel ras de plaques de fibres vegetals fonoabsorbents, acabat fibra vegetal de viruta de fusta ablomerada amb magnesita tipus HerakustiCel ras de plaques de fibres vegetals fonoabsorbents, acabat fibra vegetal de viruta de fusta ablomerada amb magnesita tipus Herakustic o equivalent, de 60x120 cm i 35 mm de gruix, amb entramat vist lacat, amb cantell recte i suspensi autoanivelladora de barra roscada LVALRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintar LVALFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.(H  n jJ~.N0?ffffff?ffffff?ffffff?ffffff?ecciO@tanca i per ntar superfi__BG151522Caixa deriv.plstic,100x100mm,prot.estanca,p/munt.superf.u@uBG151522ETVEN.3VEN.0?ffffff?ffffff?ffffff?ffffff?ecciO@tanca i per ntar superfi__BG151522Caixa deriv.plstic,100x100mm,prot.estanca,p/munt.superf.u@uBG151522ETVEN.3VEN.3       Ӏ0?Q?Q?Q?Q?F@`I@__BGW15000P.p.accessoris caixa derivaci quadr.?@uBGW15000ETVEN.3VEN.3  0?Gz?Gz?Gz?Gz?@L@__BG212810Tub rgid PVC,DN=25mm,impacte=2J,resist.compress.=1250N@mBG212810ETVEN.3VEN.3      0?????`r@__BG212710Tub rgid PVC,DN=20mm,impacte=2J,resist.compress.=1250N@MBG212710ETVEN.3VEN.3      0?Q?Q?Q?Q?`r@__BGW21000P.p.accessoris p/tubs rgids PVC9@UBGW21000ETVEN.3VEN.3 0?p= ף?p= ף?p= ף?p= ף?@9@ador de la f, resistnci__BG222510Tub flexible corrugat PVC,DN=16mm,1J,320N,2000V@mBG222510ETVEN.3VEN.3   0?\(\@\(\@\(\@\(\@`s@ateral (2P+T), 1250 V, amb t__BG63D15RPresa corrent,p/munt.superf.,(2P+T),16A/250V,a/tapa+caixa estanca,IP-55,preu mitj@uBG63D15RETVEN.3VEN.39//%%%%%!!!!!!  0?Q @Q @Q @Q @`s@A"__BG62D19JInterruptor,p/munt.superf.,(1P),10AX/250V,a/tecla+caixa superf.estanca,IP-55,preu mitj,@$uBG62D19JETVEN.3VEN.3?55+++++'''''' 0?(\?(\?(\?(\?`s@ __BGW62000P.p.accessoris p/interr./comm.A@uBGW62000ETVEN.3VEN.3 0?Hz)@Hz)@Hz)@Hz)@ ?@ ?@, METALL nobde SIMON, am__BG6431S3Polsador de tipus universal, 10 A 250 V, amb 1 contacte NA, amb tecla, serie 82, METALL noble, de SI@#uBG6431S3ETVEN.3VEN.3KAA77777333333)' 0?-@-@-@-@`s@se blanca"__BG6211VVBase Schuko momoblock de tipus universal, bipolar (2P), 16 AX/250 V, amb base blancaV@uBG6211VVETVEN.3VEN.3;11'''''######  LVALVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire seVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5,mecanismes i ferratges ( joc de tiradors d'acer inox Pba programa 200 d.20mm, pany i clau ). LVALVidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3Vidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 4+4/8/5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges LVALVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaciVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificacVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 deBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALP{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Polsador de 6, 10, \'f2 16 A del tipus 1, 2, 3 \'f2 4, per a encastar o per a muntar superficialment.\par S'han considerat els llocs de col\'b7locaci\'f3 seg\'fcents:\par - A la intemp\'e8rie\par - A l'interior\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar format per una base amb borns de connexi\'f3, mecanisme de contacte, dispositiu de fixaci\'f3 a la caixa, i accessoris embellidors d'acabat format per placa (per encastar) o de placa i caixa (col\'b7locaci\'f3 superficial).\par Ha de tenir un aspecte uniforme i sense defectes.\par La base, la caixa i placa d'acabat, han de ser a\'efllants.\par El comandament d'accionament ha de ser manual.\par Els borns, els contactes amb els conductors i les parts met\'e0l\'b7liques funcionals han d'\'e8sser de material anticorrosiu.\par Les parts met\'e0l\'b7liques dels mecanismes han de ser inaccessibles.\par Ha de complir les condicions requerides per la DF.\par Tensi\'f3 nominal (UNE-EN 60669): 230 V\par Freq\'fc\'e8ncia: 50 Hz\par Resist\'e8ncia a l'envelliment (UNE-EN 60669): Ha de complir\par Resist\'e8ncia a l'a\'efllament i rigidesa diel\'e8ctrica (UNE-EN 60669): Ha de complir\par Resist\'e8ncia als esfor\'e7os mec\'e0nics, el\'e8ctrics i t\'e8rmics (UNE-EN 60669): Ha de complir\par Capacitat dels borns (UNE-EN 60669):\par +-----------------------------------------------------+\par \'a6I nominal (A) \'a6 6 \'a6 10 \'a6 10 \'a6\par \'a6---------------\'a6------------\'a6------------\'a6-----------\'a6\par \'a6Secci\'f3 (mm2) \'a6 0,75 - 1,5 \'a6 1 - 2,5 \'a6 1,5 - 4 \'LVAL&a6\par +-----------------------------------------------------+\par Nombre de maniobres (UNE-EN 60669): >= 40000\par A LA INTEMP\'c8RIE:\par La placa ha d'incloure la membrana el\'e0stica i ha de dur forats per a collar-la a la caixa mitjan\'e7ant visos.\par Els visos de fixaci\'f3 de la placa a la caixa han de ser de material anticorrosiu.\par Grau de protecci\'f3 de l'envoltant (UNE 20-324): >= IP-245\par La caixa ha de portar orificis roscats per a l'entrada de tubs.\par A L'INTERIOR:\par La placa a\'efllant ha de portar un dispositiu per a fixaci\'f3 sobre el bastidor de suport. Aquest s'ha de subjectar a la caixa mitjan\'e7ant visos.\par La caixa ha de portar orificis normals o roscats per a l'entrada de tubs.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par Els polsadors han de portar les indicacions seg\'fcents (UNE-EN 60669):\par - Intensitat assignada (A)\par - Tensi\'f3 assignada (V)\par - Naturalesa del corrent\par - Nom del fabricant o venedor responsable, marca de f\'e0brica o d'identificaci\'f3\par - Refer\'e8ncia\par - S\'edmbol de la construcci\'f3 de la dist\'e0ncia de l'apertura dels contactes, si s'escau\par - Grau de protecci\'f3 contra la penetraci\'f3 de cossos estranys\par - Grau de protecci\'f3 contra la penetraci\'f3 de l'aigua\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE-EN 60669-1:1996 Interruptores para instalaciones el\'e9ctricas fijas, dom\'e9sticas y an\'e1logas. Parte 1: Prescripciones generales.\par UNE-EN 60947-3:2000 Aparamenta de baja tensi\'f3n. Parte 3: Interruptores, seccionadores, interruptores-seccionadores y combinados fusibles.\par\pard\par } LVALBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat aBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges i barra antipnic tipus push. LVALBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler dePorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de Porta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus B. LVALAllament trmic d'escuma elastomrica per a tub de dimetre 3/8'', de 19 mm de gruix i 18 mm de dimetre interiAllament trmic d'escuma elastomrica per a tub de dimetre 3/8'', de 19 mm de gruix i 18 mm de dimetre interior, amb una conductivitat trmica a 0 C de 0,035 W/mC, amb grau de dificultat mitj i col.locat superficialmentUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-1000-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada Unitat interior de sostre de tipus Allament trmic d'escuma elastomrica per a tub de dimetre 3/8'', de 19 mm de gruix i 18 mm de dimetre interior, amb una conductivitat trmica a 0 C de 0,035 W/mC, amb grau de dificultat mitj i col.locat superficialmentUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-1000-SE de TOSHIBA o equivalent, accessoris de muntatge i fixAllament trmic d'escuma elastomrica per a tub de dimetre 3/8'', de 19 mm de gruix i 18 mm de dimetre interior, amb una conductivitat trmica a 0 C de 0,035 W/mC, amb grau de dificultat mitj i col.locat superficialmentUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.Allament trmic d'escuma elastomrica per a tub de dimetre 3/8'', de 19 mm de gruix i 18 mm de dimetre interior, amb una conductivitat trmica a 0 C de 0,035 W/mC, amb grau de dificultat mitj i col.locat superficialment LVALTub flexible corrugat de PVC sense halgens, de 25 mm de dimetre nominal, allant i no propagador de la flama, de baixa emissi de fums i sense emissTub flexible corrugat de PVC sense halgens, de 25 mm de dimetre nominal, allant i no propagador de la flama, de baixa emissi de fums i sense emissi de gasos txics ni corrosius, resistncia a l'impacte de 2 J, resistncia a compressi de 320 N i una rigidesa dielctrica de 2000 V, muntat encastat LVALLlumenera de encastament individual amb difusor opal per 1 fluorescents tipus T-5 de 49W/840, reactncia electrnica i 230 V de tensi d'alimeLlumenera de encastament individual amb difusor opal per 1 fluorescents tipus T-5 de 49W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector termoesmaltat en blanc, model OD-2981 2X35/49/80W de Lled, incls tub fluorescent 49W/840 tipus T-5 de 16mm, installat LVALLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 horLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 hora d'autonomia, per a cobrir una superfcie aproximada de 40 m2, amb un grau de protecci IP 423, col.locat enrasat en sostre o paret, marca DAISALUX model Hydra N5S amb caixa Ref. KET Hydra KEP Hydra o equivalentgelz \ I M 3 IG/6FRI@ BH2DLLUMS DECORATIUS ENCASTABLES TIPUS DOWNLIGHTETProjecte del'ampliaci i refor{?; G BH2LLUMS DECORATIUS ENCASTABLESETProjecte del'ampliaci i reforj.* G BHMATERIALS PER A INSTAL.LACIONS D'ENLLUMENATETProjecte del'ampliaci i reforw;7 G EH2DLLUMS DECORATIUS ENCASTATS TIPUS DOWNLIGHTPOProjecte del'ampliaci i refory=9 G EH2LLUMS DECORATIUS ENCASTATSPOProjecte del'ampliaci i reforh,( G EHINSTAL.LACIONS D'ENLLUMENATPOProjecte del'ampliaci i reforg+' G BG23TUBS RGIDS METL.LICSETProjecte del'ampliaci i refore)% G EG23TUBS RGIDS METL.LICSPOProjecte del'ampliaci i refore)% G BG2DSAFATES METL.LIQUESETProjecte del'ampliaci i reforc'# G EG2DSAFATES METL.LIQUESPOProjecte del'ampliaci i reforc'# G BG31CONDUCTORS DE COURE DE 0,6/1 KVETProjecte del'ampliaci i reforn2. G EG31CONDUCTORS DE COURE DE 0,6/1 KVPOProjecte del'ampliaci i reforn2. G BG32CONDUCTORS DE COURE DE DESIGNACI UNE H07V I 07Z1-KETProjecte del'ampliaci i reforFB G EG32CONDUCTORS DE COURE DE DESIGNACI UNE H07V I 07Z1-KPOProjecte del'ampliaci i reforFB G %AUFamilia AUINProjecte del'ampliaci i reforX G BG2CSAFATES PLSTIQUESETProjecte del'ampliaci i refora%! G EG2CSAFATES PLSTIQUESPOProjecte del'ampliaci i refora%! G BG15CAIXES DE DERIVACI QUADRADESETProjecte del'ampliaci i reforl0, G BGW1PARTS PROPORCIONALS D'ACCESSORIS PER A CAIXES I ARMARISETProjecte del'ampliaci i reforJF G EG15CAIXES DE DERIVACI QUADRADESPOProjecte del'ampliaci i reforl0, G BG21TUBS RGIDS NO METL.LICSETProjecte del'ampliaci i reforh,( G BGW2PARTS PROPORCIONALS D'ACCESSORIS PER A TUBS I CANALSETProjecte del'ampliaci i reforGC G EG21TUBS RGIDS NO METL.LICSPOProjecte del'ampliaci i reforh,( G BG22TUBS FLEXIBLES I CORBABLES NO METL.LICSETProjecte del'ampliaci i reforw;7 G BG2TUBS, CANALS, SAFATES I COLUMNES PER A MECANISMESETProjecte del'ampliaci i reforC? G EG22TUBS FLEXIBLES I CORBABLES NO METL.LICSPOProjecte del'ampliaci i reforw;7 G EG2TUBS, CANALS, SAFATES I COLUMNES PER A MECANISMESPOProjecte del'ampliaci i reforC? G BG63ENDOLLSETProjecte del'ampliaci i reforV G EG63ENDOLLSPOProjecte del'ampliaci i reforV G BGW6PARTS PROPORCIONALS D'ACCESSORIS PER A MECANISMESETProjecte del'ampliaci i reforD@ G LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'accessoris per a caixes de mecanismes, per a interruptors i commutadors, endolls, pulsadors, portafusibles, sortides de fils, plaques, marcs, reguladors d'intensitat, transformadors d'intensitat o rellotges de tarifes horaries.\par CARACTER\'cdSTIQUES GENERALS:\par El materia{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'accessoris per a caixes de mecanismes, per a interruptors i commutadors, endolls, pulsadors, portafusibles, sortides de fils, plaques, marcs, reguladors d'intensitat, transformadors d'intensitat o rellotges de tarifes horaries.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser els adequats per als mecanismes i no han de disminuir, en cap cas, la seva qualitat i el bon funcionament.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metre o d'altres dimensions\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt d'accessoris necess\'e0ris per al muntatge d'un mecanisme.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }^  @ @ @ @ @ @QU>8@OHHJ68<W666m QU>8@OHHLU>8@OHHmQU>8@OHHLUs>8666mQU>8@OHLJ68:W666mQU>8@OHLJ68<W666mQU>8@OHLLU>8@OHLmQU>8@OHLLUs>8666mQU>8@O[[J68:W666m1QU>8@O[[J68<W666m0QU>8@O[[LU>8@O[[m.QU>8@O[[LUs>8666m/QU>:>:HWJ68:W666m*QU>:>:HWJ68<W666m+QU>:>:HWLU>:>:HWm-QU>:>:HWLUs>:666m,QU>:@:[WJ68:W666mQU>:@:[WJ68<W666mQU>:@:[WLU>:@:[WmQU>:@:[WLUs>:666mQUB:88kQJ68:W666* QUB:88kQJ68<W666*QUB:88kQLUB:88uu* QUB:88kWJ68:W666*QUB:88kWJ68<W666*QUB:88kWLUB:88UU*QUB:88k\J68:W666* QUB:88k\J68<W666* QUB:88k\LUB:88qq* QUB:88kxJ68:W666*QUB:88kxJ68<W666*QUB:88kxLUB:88kx*QUB:O8H[J68:W666*QUB:O8H[J68<W666*QUB:O8H[LUB:O8H[*QUB:O8H[LUsB:666*QUB<O8@iJ68:W666*QUB<O8@iJ68<W666*QUB<O8@iLUB<O8@i*QUB<O8@iLUsB<666*QUB><8S8J68:W666*QUB><8S8J68<W666*QUB><8S8LUB><8k<*QUO8>:8QJ68:W666m QUO8>:8QJ68<W666m QUO8>:8QLUO8>:86m QUO8>:8QLUvO8666m QUOx886:J68:W666mQUOx886:J68<W666mQUOx886:LUOx886:mQW:O>JkvJ68:W666-QW:O>JkvJ68<W666.QW:O>JkvLW:O>Jkv,QW:O>JkvLWoF:<JuuJ68:W666$QW:O>JuuJ68<W666%QW:O>JuuLW:O>J[[&QW:O>JuuLWoF:<JuvJ68:W666)QW:O>JuvJ68<W666*QW:O>JuvLW:O>J[v(QW:O>JuvLWoF:<JuxJ68:W666 QW:O>JuxJ68<W666 QW:O>JuxLWoF:JuxLWoF:<^^ QW:O@UO^J68:W6663QW:O@UO^J68<W6662QW:O@UO^LWoF:@<<1QW:O@UO^LWoFU@[W0QW<:o6LQLW<:s688 QWB8>8H6J68:W666 QWB8>8H6J68<W666  QWB8>8H6LWB8`MJ8 QWB8>8H@J68:W666  QWB8>8H@J68<W666  QWB8>8H@LWB8`MJ:  QWB8QF<>J68:W666 QWB8QF<>J68<W666 QWB8QF<>LWB8QF<> QWB8QF<>LWsB8666 QWL8D@@>J68:W666 QWL8D@@>J68<W666 QWL8D@@>LWL8D@@6  QWL8D@@>LWoFmLWsL8666 QWm8o6:6J68:W666 QWm8o6:6J68<W666 QWm8o6:6LWm8o6:6 QWm8o6<6J68:W666 QWm8o6<6J68<W666 QWm8o6<6LWm8o6<6 Q[8<L:8:J68:[666%Q[8<L:8:J68<[666&Q[8<L:8:LD[@6686#Q[8<L:8:L[8<L:8:$Q[8>LJ8fJ68:[666)Q[8>LJ8fJ68<[666* @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@QODSf:B:֫QODSf:B:֬QODSf:B:֭QODSf:h<8: GQQ>:h<8: HQQ>:h<8: IQQ>:h<8: JQQ>:h<8: KQQ@:h8@J :QQQ@:h8@J :RQQ@:h8@J :SQQ@:h8@J :TQQB8F6>: :MQQB8F6>: :NQQB8F6>: :OQQB8F6>: :PQQO@``v<5QQO@``v< CQQO@``v< DQQO@``v< EQQOJO8:8 :=QQOJO8:8 :>QQOJO8:8 :?QQOJO<68 :@QQOJO<68 :AQQOJO<68 :BQQOJOF8 :EQQOJO>F8 :FQQOJO>F8 :GQQOJ`OD8 ::QQOJ`OD8 :;QQOJ`OD8 :QQOOqbF6 ?QQOOqbF6 @QQ\:8OJD LQQ\:8OJD MQQ\:8OJD NQQ\:8\DD QQ\:8\DD QQ\:8\DD QQ\:8\JD QQ\:8\JD QQ\:8\JD QQ\H8<6D QQ\H8<6D QQ\H8<6D QQ\H8>6D :HQQ\H8>6D :IQQ\H8>6D QQ\H:>6D 5QQ\H:>6D 6QQ\H:>6D 7QQ\H<>6D -QQ\H<>6D .QQ\H<>6D /QQ\MJSS QQ\MJ>SS QQ\MJ>SS QQ\b8oM6 SQQ\b8oM6 TQQ\b8oM6 UQQ`<L88: DQQ`<L88: EQQ`<L88: FQQq<8m^Q ]QQq<8m^Q ]QQq<8m^Q ]QQq<:m^Q OQQq<:m^Q PQQq<:m^Q QQQq<m<:Q :2QQq<m<:Q :3QQq<m<:Q :4QQq>8:86 :JQQq>8:86 :KQQq>8:86 :LQQxU>668 8QQxU>668 9QQxU>668 :QS@J>:L8 4QS@J>:L8 5QS@J>:L8 6QS@J>:L8 7QS@J>:L8 8QS@J>:L8 9QS@J@QS@J@ QS@JLm8> QS@JLm8> QS@JLm:> QS@JLm:> QS@JLm:> QS@JLv@@ ;QS@JLv@@ QS@JMJL8 ?QS@Jv86@ >QS@Jv86@ ?QS@Jv86@ @QS@Jv:6@ AQS@Jv:6@ BQS@Jv:6@ QS@Jv<6@ QS@Jv<6@ QS@Jv<6@ QS@Jv<6@ QU>8@O@Dm"QU>8@O@Dm#QU>8@O@Dm$QU>8@O@Dm%QU>8@O@Mm&QU>8@O@Mm'QU>8@O@Mm(QU>8@O@Mm) LVALInodor de porcellana vitrificada, de sortida vertical, amb seient i tapa, cisterna i mecanismes de descrrega i Inodor de porcellana vitrificada, de sortida vertical, amb seient i tapa, cisterna i mecanismes de descrrega i alimentaci incorporats, de color blanc, preu alt, col.locat sobre el paviment i connectat a la xarxa d'evacuaci LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent. LVALAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais oAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent. LVALAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril diAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril din de 10 espais. elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament marca auta model atf-98. LVALPlaca exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors Placa exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors i tarjeter doble. presentacio en alumini extrusionat de 130 mm. dimensions placa 262x130 mm. marca auta decor- f s3 101, d'un polsador. totalment instal.lada i encastada.LVALc{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Endolls bipolars o tripolars per a encastar o muntar superficialment.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'estar constitu\'eft per una base amb borns de connexi\'f3 de les fases i una placa de tancament a\'efllant.\par El conjunt ha de tenir un aspecte uniforme i sense defectes.\par Ha de tenir dos (bipolar) o tres (tripolar) pols. La connexi\'f3 a terra portar\'e0 potes laterals per a contacte del conductor de protecci\'f3.\par La placa de tancament ha de portar un dispositiu per a la seva fixaci\'f3 a la base.\par Excepte els dos alv\'e8ols, no han de ser accessibles les parts que hagin de tenir tensi\'f3.\par Els alv\'e8ols han de tenir una elasticitat suficient per a assegurar una pressi\'f3 de contacte adequada.\par Els contactes han de ser platejats o protegits contra la corrosi\'f3 i l'abrasi\'f3.\par Ha de complir les condicions requerides per la DF.\par Tensi\'f3 nominal: <= 400 V\par A\'efllament (UNE 20-315): Ha de complir\par Resist\'e8ncia mec\'e0nica (UNE 20-315): Ha de complir\par Resist\'e8ncia al foc (UNE 20-315): Ha de complir\par Temperatura: <= 25\'b0C\par Quan t\'e9 connexi\'f3 a terra, ha d'estar constru\'eft de forma que quan s'introdueixi la clavilla, la connexi\'f3 a terra s'estableixi abans que la conexi\'f3 als contactes que tenen tensi\'f3.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par L'endoll ha de portar de forma indeleble i ben visible les dades seg\'fcents:\par - Identificaci\'f3 del fabricant o marca comercial\par - Tensi\'f3 d'alimentaci\'f3\par - Inte LVAL nsitat\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE-EN 60947-3:2000 Aparamenta de baja tensi\'f3n. Parte 3: Interruptores, seccionadores, interruptores-seccionadores y combinados fusibles.\par UNE 20315:1994 Base de corriente y clavijas para usos dom\'e9sticos y an\'e1logos.\par\pard\par } LVALMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidor LVALTorreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample Torreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 4 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidor LVALExcavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39Excavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39 cm d'amplria de treball i escampada de les terres sobrants mecnicament al costat del forat de plantaci, en un pendent inferior al 25 % LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i apDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i aplec del material per a la seva reutilitzaci i crrega manual de runa sobre cami o contenidor, amb grau de dificultat mitjLVALj{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Tub flexible no met\'e0l\'b7lic, de fins a 250 mm de di\'e0metre nominal, col\'b7locat.\par S\'92han considerat els tipus de tubs seg\'fcents:\par - Tubs de PVC corrugats\par - Tubs de PVC folrats, de dues capes, semillisa la exterior i corrugada la interior\par - Tubs de material lliure d\'92hal\'f2gens\par - Tubs de polipropil\'e8\par - Tubs de polietil\'e8 de dues capes, corrugada la exterior i llisa la interior\par S\'92han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Tubs col\'b7locats encastats\par - Tubs col\'b7locats sota paviment\par - Tubs col\'b7locats sobre sostremort\par - Tubs col\'b7locats al fons de la rasa\par L\'92execuci\'f3 de la unitat d\'92obra inclou les operacions seg\'fcents:\par - Replanteig del tra\'e7at del tub\par - L\'92estesa, fixaci\'f3 o col\'b7locaci\'f3 del tub\par - Retirada de l\'92obra de les restes d\'92embalatges, retalls de tubs, etc.\par CONDICIONS GENERALS:\par El tub no pot tenir empalmaments entre els registres (caixes de derivaci\'f3, pericons, etc.), ni entre aquests i les caixes de mecanismes.\par S'ha de comprovar la regularitat superficial i l'estat de la superf\'edcie sobre la qu\'e8 s'ha d'efectuar el tractament superficial.\par Toler\'e0ncies d\'92instal\'b7laci\'f3:\par - Penetraci\'f3 dels tubs dintre les caixes: \'b1 2 mm\par ENCASTAT:\par El tub s'ha de fixar al fons d'una regata oberta al parament, coberta amb guix.\par Recobriment de guix: >= 1 cm\par SOBRE SOSTREMORT:\par El tub ha de quedar fixat al sostre o recolzat en el cel ras.\par MUNTAT A SOTA D'UN PAVIMENLVALkT\par El tub ha de quedar recolzat sobre el paviment base.\par Ha de quedar fixat al paviment base amb tocs de morter cada metre, com a m\'ednim.\par CANALITZACI\'d3 SOTERRADA:\par El tub ha de quedar instal\'b7lat al fons de rases reblertes posteriorment.\par El tub no pot tenir empalmaments entre els registres (caixes de derivaci\'f3, pericons, etc.), ni entre aquests i les caixes de mecanismes.\par Nombre de corbes de 90\'b0 entre dos registres consecutius: <= 3\par Dist\'e0ncia entre la canalitzaci\'f3 i la capa de protecci\'f3: >= 10 cm\par Fond\'e0ria de les rases: >= 40 cm\par Penetraci\'f3 del tub dins dels pericons: 10 cm\par Toler\'e0ncies d'execuci\'f3:\par - Penetraci\'f3 del tub dins dels pericons: \'b1 10 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Abans de comen\'e7ar els treballs de muntatge es far\'e0 un replanteig previ que ser\'e0 aprovat per la DF\par Les unions s\'92han de fer amb els accessoris subministrats pel fabricant o expressament aprovats per aquest. Els accessoris d\'92uni\'f3 i en general tots els accessoris que intervenen en la canalitzaci\'f3 han de ser els adequats al tipus i caracter\'edstiques del tub a col\'b7locar.\par S\'92ha de comprovar que les caracter\'edstiques del producte a col\'b7locar corresponen a les especificades a la DT del projecte.\par Els tubs s\'92han d\'92inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no n\'92ha d\'92alterar les caracter\'edstiques.\par Un cop acabades les tasques de muntatge, es procedir\'e0 a la retirada de l\'92obra de les restes d\'92embalatges, retalls de tubs, etc.\par CANALITZACI\'d3 SOTERRADA:\par El tub ha de quedar alineat en el fons de la rasa nivellant-lo amb una capa de sorra garbejada i netejant-la de possibles obstacles (pedra, runa, etc.)\par Sobre la canalitzaci\'f3 s'ha de col\'b7locar una capa o coberta d'av\'eds i protecci\'f3 mec\'e0nica (maons, plaques de formig\'f3, etc.).\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m deLVAL llarg\'e0ria instal\'b7lada, amidada segons les especificacions del projecte, entre els eixos dels elements o dels punts per connectar.\par La instal\'b7laci\'f3 inclou les fixacions, provisionals quan el muntatge \'e9s encastat i definitives en la resta de muntatges.\par Aquest criteri inclou les p\'e8rdues de material corresponents a retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE-EN 50086-1:1995 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 1: Requisitos generales.\par UNE-EN 50086-2-2:1997 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 2-1: Requisitos particulares para sistemas de tubos curvables.\par UNE-EN 50086-2-3:1997 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 2-1: Requisitos particulares para sistemas de tubos flexibles.\par CANALITZACI\'d3 SOTERRADA:\par UNE-EN 50086-2-4:1995 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 2-4: Requisitos particulares para sistemas de tubos enterrados.\par\pard\par }j T ax&&?RQ@Fx $?{Gz@ׁs@@EG23030HTub rigid d'acer, de diametre nominal referencia 13, roscat i muntat superficialmentV@mEG23030HPOProjecte del'ampliaci i reforVEN.31''ysnl >&?Gz(@$bJ$@Q#@d'@@@EG2D940ASafata reixeta acer galv.,ampl.=150mm,fix.amb sup.[@ mEG2D940APOProjecte del'ampliaci i reforVEN.3ysnl >&?Q@Nё\C?(@@@@EG31H406Conductor Cu,UNE RZ1-K (AS) 0,6/1 kV,baixa emissivitat fums,4x4mm2,col.tub@mEG31H406POProjecte del'ampliaci i reforVEN.3'ysnl >&?(\@Nё\C?sA@K7A@@@EG31G306Conductor coure UNE RZ1-K 0,6/1 kV baixa emissivitat fums 3x2,5mm2 col.tub@mEG31G306POProjecte del'ampliaci i reforVEN.3'ysnl >&?HzG?&S?EGr?9ѮB?@@EG329306Conductor Cu UNE ES07Z1-K (AS),baixa emissivitat fums,1x2,5mm2,col.tub|@ mEG329306POProjecte del'ampliaci i reforVEN.3#ysnl >&?ףp= ?&S??jq?@@EG329206Conductor coure UNE 07Z1-K,baixaemissivitat fums,1x1,5mm2,col.tubu@ mEG329206POProjecte del'ampliaci i reforVEN.3ysnl >&?RQ*@Ǻ @|?5^z%@>yX5)@@@EG2C130ASafata PVC rgid llis,60x200mm,fix.amb sup.H@mEG2C130APOProjecte del'ampliaci i reforVEN.3ysnl >&?)\4@R,@Gz@Gz4@@EG151B22Plstic,150x150mm,prot.estanca,munt.superf.-@uEG151B22POProjecte del'ampliaci i reforVEN.3ysnl >&?(\(@Zd{#@q= ףp@d;O'@!@EG151522Plstic,100x100mm,prot.estanca,munt.superf.-@uEG151522POProjecte del'ampliaci i reforVEN.3ysnl >&?Q @Ah:;?M O?Gg@@@EG21281HTub rgid PVC,DN=25mm, impacte=2J,resist.compress.=1250N,uni roscada+munt.superf.@ mEG21281HPOProjecte del'ampliaci i reforVEN.3/%%ysnl >&?)\(@Fx $?V-?t$~@`r@@EG21271HTub rgid PVC,DN=20mm,impacte=2J,resist.compress.=1250N,uni roscada+munt.superf.@ mEG21271HPOProjecte del'ampliaci i reforVEN.3.$$ysnl >&?q= ףp?8?~k ?7ܘ?@@EG222511Tub flexible corrugat PVC,DN=16mm,impacte=1J,resist.compress.=320N,encastat@mEG222511POProjecte del'ampliaci i reforVEN.3(ysnl >LVALn{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Tub flexible no met\'e0l\'b7lic de fins a 250 mm de di\'e0metre nominal.\par Es consideraran els seg\'fcents tipus de tubs:\par - Tubs de PVC corrugats\par - Tubs de PVC folrats, de dues capes, semillisa la exterior i corrugada la interior\par - Tubs de material lliure d\'92hal\'f2gens\par - Tubs de polipropil\'e8\par - Tubs de polietil\'e8 de dues capes, corrugada la exterior i llisa la interior\par CARACTER\'cdSTIQUES GENERALS:\par Han d'estar dissenyats i constru\'efts de manera que les seves caracter\'edstiques en \'fas normal siguin segures i sense perill per a l'usuari i el seu entorn.\par L'interior dels tubs ha d'estar exempt de rebaves i altres defectes que pugin fer malb\'e9 els conductors o ferir a instal\'b7ladors o usuaris.\par El di\'e0metre nominal ha de ser el de l\'92exterior del tub i s\'92ha d\'92expressar en mil\'edmetres.\par El di\'e0metre interior m\'ednim l\'92ha de declarar el fabricant.\par Les dimensions han de cumplir la norma EN-60423.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En rotlles.\par Han d'estar marcats amb:\par - Nom del fabricant\par - Marca d'identificaci\'f3 dels productes\par - El marcatge ha de ser llegible\par - Han de incloure les instruccions de muntatge corresponents\par Emmagatzematge: En llocs protegits contra els impactes i contra la pluja.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el q LVAL( ue se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE-EN 50086-1:1995 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 1: Requisitos generales.\par UNE-EN 60423:1996 Tubos de protecci\'f3n de conductores. Di\'e1metros exteriores de los tubos para instalaciones el\'e9ctricas y roscas para tubos y accesorios.\par\pard\par } LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat dPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de foPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabadaLVALs{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Pe\'e7a prefabricada d'aspecte semblant a la pedra natural, obtinguda per un proc\'e9s d'emmotllament d'una mescla de ciment, granulats seleccionats i, eventualment, additius i/o colorants.\par S'han considerat els seg\'fcents tipus de peces:\par - Placa plana\par - Pe\'e7a de coronament de paret amb 1 o 2 trencaaig\'fces, o amb cantells en escaire\par - Pe\'e7a amb trencaaig\'fces\par - Pe\'e7a amb els cantells en escaire\par - Pe\'e7a en L\par S'han considerat els acabats superficials seg\'fcents:\par - Llis\par - Abuixardat\par - Rentat a l'\'e0cid\par - Polit\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir la cara plana i les arestes rectes.\par No ha de tenir taques, escantonaments, esquerdes o d'altres defectes superficials.\par L'acabat superficial, polit, abrillantat, abuixardat, etc. ha d'estar fet a f\'e0brica, i no ha de presentar defectes superficials (taques, escantonaments, esquerdes, etc.).\par Les armadures de refor\'e7 no s'han de veure en cap de les cares.\par Toler\'e0ncies:\par - Dimensions: \'b1 4 mm\par - Fletxa de les arestes: \'b1 0,1%\par - Planor: \'b1 2 mm\par - Balcaments: \'b1 1 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Protegida de manera que no se n'alterin les caracter\'edstiques.\par El fabricant ha de facilitar, si se li demana, les dades seg\'fcents:\par - Absorci\'f3 d'aigua\par - Geladicitat\par - Propietats higrot\'e8rmiques (segons l\'92article 4.1 del DB HE1)\par Emmagatzematge: En llocs protegits contra els impactes, de la intemp\'e8rie i sense contacte amb eLVALl terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL u{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Tub r\'edgid no met\'e0l\'b7lic de fins a 160 mm de di\'e0metre nominal, connectat roscat o endollat.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Muntat com a canalitzaci\'f3 soterrada\par - Muntat superficialment\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig del tra\'e7at del tub\par - Estesa, fixaci\'f3 i curvat\par - Preparaci\'f3 dels extrems dels tubs i execuci\'f3 de les unions entre trams i amb els accessoris\par - Comprovaci\'f3 de la unitat d\'92obra\par - Retirada de la obra de les restes d\'92embalatges, retalls de tubs, etc.\par CONDICIONS GENERALS:\par Els canvis de direcci\'f3 s'han de fer mitjan\'e7ant corbes d'acoblament, escalfant-les lleugerament, sense que es produeixin canvis sensibles a la secci\'f3.\par Quan les unions s\'f3n roscades, han d'estar fetes amb maniguets amb rosca.\par Quan les unions s\'f3n endollades s\'92han de fer amb maniguets llisos.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 20 mm\par - Alineaci\'f3: \'b1 2%, <= 20 mm/total\par CANALITZACI\'d3 SOTERRADA:\par El tub ha de quedar instal\'b7lat al fons de rases obertes que despr\'e9s s'han de reblir.\par Les unions s'han de fer mitjan\'e7ant connexi\'f3 a pressi\'f3.\par Les unions que no puguin anar directament connectades s'han de fer amb maniguets a\'efllants.\par L'estanque\'eftat dels junts s'ha d'aconseguir amb cinta a\'efllant i resistent a la humitat.\par Cada tub ha de protegir un sol cable o un conjunt de cables unipolars que constitueixin un mateixLVALv sistema.\par El tub ha de quedar envoltat de sorra o terra garbellada. Aquestes han de complir les especificacions fixades al seu plec de condicions.\par Sobre la canalitzaci\'f3 s'ha de col\'b7locar una capa o una coberta d'av\'eds, de protecci\'f3 mec\'e0nica (maons, plaques de formig\'f3, etc.).\par El radi curvatura ha d\'92estar dintre dels l\'edmits marcats pel fabricant.\par Fond\'e0ria de les rases: >= 40 cm\par Dist\'e0ncia a l\'ednies telef\'f2niques, tubs de sanejament, aigua i gasos: >= 20 cm\par Dist\'e0ncia entre el tub i la capa de protecci\'f3: >= 10 cm\par COL\'b7LOCAT SUPERFICIALMENT:\par Han de quedar fixades al suport per mitj\'e0 de brides o abra\'e7adores protegides contra la corrosi\'f3 i s\'f2lidament subjectes.\par Dist\'e0ncia entre les fixacions:\par - Trams horitzontals: <= 60 cm\par - Trams verticals: <= 80 cm\par Dist\'e0ncia a l\'ednies telef\'f2niques, tubs de sanejament, aigua i gasos: >= 25 cm\par Dist\'e0ncia entre registres: <= 1500 cm\par Nombre de corbes de 90\'b0 entre dos registres consecutius: <= 3\par Penetraci\'f3 del tub dins les caixes: 1 cm\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Dist\'e0ncia de la grapa al v\'e8rtex de l'angle en els canvis de direcci\'f3: \'b1 5 mm\par - Penetraci\'f3 del tub dins les caixes: \'b1 2 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge es far\'e0 un replanteig previ que ser\'e0 aprovat per la DF\par Les unions s\'92han de fer amb els accessoris subministrats pel fabricant o expressament aprovats per aquest. Els accessoris d\'92uni\'f3 i en general tots els accessoris que intervenen en la canalitzaci\'f3 han de ser els adequats al tipus i caracter\'edstiques del tub a col\'b7locar.\par S\'92ha de comprovar que les caracter\'edstiques del producte a col\'b7locar corresponen a les especificades a la DT del projecte.\par Els tubs s\'92han d\'92inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no n\'92ha d\'92alterar les cara6LVALFcter\'edstiques.\par Un cop acabades les tasques de muntatge, es procedir\'e0 a la retirada de l\'92obra de les restes d\'92embalatges, retalls de tubs, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par La instal\'b7laci\'f3 inclou els accessoris i les fixacions.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE-EN 50086-1:1995 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 1: Requisitos generales.\par UNE-EN 50086-2-1:1997 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 2-1: Requisitos particulares para sistemas de tubos r\'edgidos.\par UNE-EN 50086-2-2:1997 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 2-1: Requisitos particulares para sistemas de tubos curvables.\par UNE-EN 50086-2-4:1995 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 2-4: Requisitos particulares para sistemas de tubos enterrados.\par\pard\par }\ LVALl {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'accessoris per a tubs, canals o safates, de tipus pl\'e0stiques o met\'e0l\'b7liques.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a tubs, canals o safates, i no han de f{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Part proporcional d'accessoris per a tubs, canals o safates, de tipus pl\'e0stiques o met\'e0l\'b7liques.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a tubs, canals o safates, i no han de fer disminuir, en cap cas, la seva qualitat i bon funcionament.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metre o d'altres dimensions\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt d'accessoris necessaris per al muntatge d'un metre de tub, d'un metre de canal o d'un metre de safata.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL y{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Tub r\'edgid no met\'e0l\'b7lic de fins a 160 mm de di\'e0metre nominal.\par CARACTER\'cdSTIQUES GENERALS:\par S'ha de poder corbar en calent, sense reducci\'f3 notable de la seva secci\'f3.\par Han d'estar dissenyats i constru\'efts de manera que les seves caracter\'edstiques en \'fas normal siguin segures i sense perill per a l'usuari i el seu entorn.\par Ha de suportar b\'e9 els ambients corrossius i els contactes amb greixos i olis.\par L'interior dels tubs ha d'estar exempt de rebaves i altres defectes que pugin fer malb\'e9 els conductors o ferir a instal\'b7ladors o usuaris.\par El di\'e0metre nominal ha de ser el de l\'92exterior del tub i s\'92ha d\'92expressar en mil\'edmetres.\par El di\'e0metre interior m\'ednim l\'92ha de declarar el fabricant.\par Les dimensions han de cumplir la norma EN-60423.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En feixos de tubs de llarg\'e0ria >= 3 m.\par Han d'estar marcats amb:\par - Nom del fabricant\par - Marca d'identificaci\'f3 dels productes\par - El marcatge ha de ser llegible\par - Han de incloure les instruccions de muntatge corresponents\par Emmagatzematge: En llocs protegits dels impactes i dels raigs solars.\par Han de situar-se en posici\'f3 horitzontal. L'al\'e7\'e0ria d'emmagatzematge no ha de sobrepassar els 1,5 m.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Re> LVALN glamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE-EN 50086-1:1995 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 1: Requisitos generales.\par UNE-EN 60423:1996 Tubos de protecci\'f3n de conductores. Di\'e1metros exteriores de los tubos para instalaciones el\'e9ctricas y roscas para tubos y accesorios.\par\pard\par } LVALBigueta i revolt per a sostre de 20+5 cm, amb revolt de morter de ciment i biguetes de formig pretesat de Bigueta i revolt per a sostre de 20+5 cm, amb revolt de morter de ciment i biguetes de formig pretesat de 17 a 18 cm d'alria, intereixos 0,7 m, llum <5 m, de moment flector ltim 57,5 kNm per m d'amplria de sostre LVALSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilot LVALCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armaduraCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera LVALArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, supoArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, suport de carrils, marc frontal amb targes perforades, sistema d'etiquetat, obturadors i col.lector terra/neutre, amb porta transparent, pany i clau, de dimensions 550x900x175 mm, col.locat LVALInterruptor automtic magnetotrmic de 20 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tallInterruptor automtic magnetotrmic de 20 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tall segons UNE-EN 60898 i de 10 kA de poder de tall segons UNE-EN 60947-2, de 2 mduls DIN de 18 mm d'amplria, muntat en perfil DIN LVALInterruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil din LVALInterruptor automtic magnetotrmic de 16 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall Interruptor automtic magnetotrmic de 16 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil din LVALInterruptor automtic magnetotrmic de 50 a dintensitat nominal, tipus pia corba c, tetrapolar (4p), de 6000 a de poder de tallInterruptor automtic magnetotrmic de 50 a dintensitat nominal, tipus pia corba c, tetrapolar (4p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 4 mduls din de 18 mm damplria, muntat en perfil din LVALInterruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de Interruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construit segons les especificacions de la norma une_en 61008, de 2 mduls din de 18 mm d'amplria, muntat en perfil din LVALInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot deInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplria, muntat en perfil DIN LVAL(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per d(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per dispar en pia inclos armari metalic complert tipus prisma o equivalent amb porta i clau, homologat, collocat superficialment, totalment installat LVALAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre voAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Caixes de pl\'e0stic o met\'e0l\'b7liques, amb grau de protecci\'f3 normal, estanca, antihumitat o antideflagrant, encastades o muntades superficialment.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 i anivellament\par CONDICIONS GENERALS:\par La {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Caixes de pl\'e0stic o met\'e0l\'b7liques, amb grau de protecci\'f3 normal, estanca, antihumitat o antideflagrant, encastades o muntades superficialment.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 i anivellament\par CONDICIONS GENERALS:\par La caixa ha de quedar fixada s\'f2lidament al parament per un m\'ednim de quatre punts.\par La posici\'f3 ha de ser la fixada a la DT.\par Si la caixa \'e9s met\'e0l\'b7lica, ha de quedar connectada a la connexi\'f3 a terra.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 20 mm\par - Aplomat: \'b1 2%\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Parts proporcionals d'accessoris de caixes i armaris.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser els adequats per: caixes, armaris o centralitzacions de comptado{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Parts proporcionals d'accessoris de caixes i armaris.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser els adequats per: caixes, armaris o centralitzacions de comptadors, i no han de disminuir, en cap cas, la seva qualitat.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metres\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt d'accessoris necessaris pel muntatge de caixes, armaris o centralitzacions de comptadors.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Caixes de derivaci\'f3.\par S'han considerat els materials seg\'fcents:\par - Pl\'e0stic\par - Fosa d'alumini\par - Planxa d'acer\par - Plastificat\par S'han considerat els graus de protecci\'f3 seg\'fcents:\par - Normal\par - Estanca\par - Antihumitat\par - Antideflagrant\par CARACTER\'cdSTIQUES GENERALS:\par La caixa ha d'estar formada per un cos i una tapa. Ha de tenir un aspecte uniforme i sense defectes.\par Quan \'e9s per a encastar, el cos ha de portar aletes o superf\'edcies d'ancoratge.\par Quan \'e9s per a muntar supeficialment, el cos ha de portar orificis per a la seva fixaci\'f3.\par Grau de protecci\'f3 (UNE 20-324):\par +------------------------------------------------------------------+\par \'a6 Tipus \'a6\par \'a6------------------------------------------------------------------\'a6\par \'a6Material \'a6 Normal \'a6 Estanca \'a6 Antihumitat \'a6Antideflagrant\'a6\par \'a6---------------\'a6----------\'a6----------\'a6-------------\'a6--------------\'a6\par \'a6Pl\'e0stic \'a6>= IP-405 \'a6>= IP-535 \'a6 >= IP-545 \'a6 - \'a6\par \'a6Plastificada \'a6>= IP-517 \'a6>= IP-537 \'a6 >= IP-547 \'a6 - \'a6\par \'a6Planxa d'acer \'a6>= IP-517 \'a6>= IP-537 \'a6 >= IP-547 \'a6 >= IP-557 \'a6\par \'a6Fosa d'alumini \'a6>= IP-517 \'a6>= IP-537 \'a6 >= IP-547 \'a6 >= IP-557 \'a6\par +------------------------------------------------------------------+\par GRAU DE PROTECCI\'d3 ANTIDEFLAGRANT:\par El cos ha de tenir orificis roscats pLVALer al pas de tubs.\par Temperatura d'autoinflamaci\'f3 (T): 300 <= T <= 450\'b0C\par Grup d'explosi\'f3 (UNE 20-320): IIB\par GRAU DE PROTECCI\'d3 NORMAL, ESTANCA O ANTIHUMITAT:\par El cos ha de portar empremtes de ruptura per al pas de tubs.\par GRAU DE PROTECCI\'d3 ANTIHUMITAT:\par Entre la tapa i el cos hi ha d'haver un junt d'estanquitat.\par PLASTIFICADA:\par El cos i la tapa han de ser d'acer embotit plastificat.\par El cos i la tapa han d'estar protegits interiorment i exteriorment contra la corrosi\'f3.\par La tapa ha de portar sistemes de fixaci\'f3 al cos mitjan\'e7ant cargols, i aquests han de ser de material anticorrosiu.\par PL\'c0STIC:\par La tapa ha de portar un sistema de fixaci\'f3 amb el cos.\par Resist\'e8ncia a la flama (UNE-EN 60707): Autoextingible\par PLANXA:\par El cos i la tapa han d'estar protegits interiorment i exteriorment contra la corrosi\'f3.\par La tapa ha de portar sistemes de fixaci\'f3 al cos mitjan\'e7ant cargols, i aquests han de ser de material anticorrosiu.\par FOSA D'ALUMINI:\par La tapa ha de portar sistemes de fixaci\'f3 al cos mitjan\'e7ant cargols, i aquests han de ser de material anticorrosiu.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par } LVALRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintar LVALFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire seVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5,mecanismes i ferratges ( joc de tiradors d'acer inox Pba programa 200 d.20mm, pany i clau ). tH w A  ^d00?zG?zG?zG?zG?9@__BGW23000Part proporcional d'accessoris per a tubs rigids d9@uBGW23000ETVEN.3VEN.3 Ӏ0?@@@@__BG230300Tub rigid d'acer, de diametre nominal referencia 15@mBG230300ETVEN.3VEN.3 0?)\(@)\(@)\(@)\(@@9@__BGW2D000P.p.accessoris p/safat.met.;@(uBGW2D000ETVEN.3VEN.3 0?(\@(\@(\@(\@@9@__BG2D9400Safata reixeta acer galv.,ampl.=150mmG@'mBG2D9400ETVEN.3VEN.3  0?RQ@RQ@RQ@RQ@@L@ fums, tetrar de secci __BG31H400Conductor de Cu UNE RZ1-K (AS) 0,6/1 kV baixa emissivitat fums 4x4mm2t@&mBG31H400ETVEN.3VEN.3,""  0?{Gz@{Gz@{Gz@{Gz@@9@, tripolar dcci 3x2,5 m__BG31G300Conductor de coure UNE RZ1-K 0,6/1 kV baixa emissivitat fums 3x2,5mm2o@%mBG31G300ETVEN.3VEN.3,""  0?Q?Q?Q?Q?@Z@ unipolar deci 1x2,5 mm__BG329300Conductor de Cu UNE ES07Z1-K (AS),baixa emissivitat fums,1x2,5mm2n@$MBG329300ETVEN.3VEN.3( 0?= ףp=?= ףp=?= ףp=?= ףp=?@9@__BG329200Conductor de coure UNE 07Z1-K,baixa emissivitat fums,1x1,5mm2g@#mBG329200ETVEN.3VEN.3$       0?!__%AUX001Despeses auxiliars m d'obra'@"%%AUX001INVEN.3VEN.3 0?(\?(\?(\?(\?!9@__BGW2C000P.p.accessoris p/safat.plst.9@!uBGW2C000ETVEN.3VEN.3 Ӏ0?fffff!@fffff!@fffff!@fffff!@@L@__BG2C1300Safata PVC rgid llis,60x200mm1@ mBG2C1300ETVEN.3VEN.3 0?(\@(\@(\@(\@8O@__BG151B22Caixa deriv.plstic,150x150mm,prot.estanca,p/munt.superf.u@uBG151B22ETVEN.3VEN.3       Ӏ LVALVidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3Vidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 4+4/8/5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges LVALVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaciVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificacVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 deBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat aBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges i barra antipnic tipus push. LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Safata pl\'e0stica de PVC r\'edgid llis o perforat, de 60x400 mm de dimensions m\'e0ximes, muntada.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Muntat superficialment\par - Fixada amb suports\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Fixaci\'f3 i nivellaci\'f3\par - Tallat en curves i cantonades\par CONDICIONS GENERALS:\par El muntatge s'ha de fer amb peces de suport, amb un m\'ednim de dues per safata, fixades al parament amb tacs de PVC i visos.\par Les unions dels trams rectes, derivacions, cantonades, etc., de les safates s'han de fer mitjan\'e7ant una pe\'e7a d'uni\'f3 fixada amb cargols o reblons.\par Les unions han d'estar a 1/5 de la dist\'e0ncia entre dos recolzaments.\par Tots els elements auxiliars (derivacions, corbes, regletes, etc.) han de ser de PVC.\par Els finals de canalitzaci\'f3 han d'estar coberts sempre amb una tapa de final de tram.\par COL\'b7LOCAT SUPERFICIALMENT:\par Els conductors han d'anar fixats al suports tele-rails, i aquests han d'anar collats a la canalitzaci\'f3 amb separadors d'acer galvanitzat. Els tele-rails i els separadors han de complir les especificacions fixades als seus plecs de condicions.\par Dist\'e0ncia entre les fixacions: <= 2,5 m\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Desploms: <= 1%, <= 30 mm\par FIXADA AMB SUPORTS:\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Nivell: <= 2 mm/m, <= 15 mm/total\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del LVAL proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Safata pl\'e0stica de PVC rigid llis o perforat, de fins a 60x400 mm com a m\'e0xim.\par S'han considerat els tipus seg\'fcents:\par - Safata amb fons llis\par - Safata amb fons perforat\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir les vores conformades, de manera que permetin el tancament a pressi\'f3 de la coberta.\par Ha de presentar una superf\'edcie sense fissures i amb color uniforme. Els extrems han d'acabar amb un tall perpendicular a l'eix i sense rebaves.\par Ha de suportar b\'e9 els ambients humits, salinosos i qu\'edmicament agressius.\par Resist\'e8ncia a la flama (UNE-EN 60707): Autoextingible\par Reacci\'f3 en front el foc (UNE 23-727): M2\par Rigidesa diel\'e8ctrica (UNE 21-316): Alta\par Conductivitat t\'e8rmica: Baixa\par Pot\'e8ncia de servei: <= 16 kW\par FONS LLIS:\par Grau protecci\'f3 (UNE 20-324): IP-429\par Les dimensions s'han d'expressar-se: Al\'e7\'e0ria x ampl\'e0ria\par FONS PERFORAT:\par Grau protecci\'f3 (UNE 20-324): IP-229\par Les dimensions han d'expressar-se: Ampl\'e0ria\par Temperatura de servei (T): -20\'b0C <= T <= +60\'b0C\par Temperatura d'estovament Vicat (UNE-EN ISO 306): >= 81\'b0C/mm, >= 64\'b0C/ 1/10 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par En m\'f2duls d'una llarg\'e0ria de 3 m i s'admet una toler\'e0ncia de \'b1 10 mm.\par Cada safata ha de portar marcades, a dist\'e0ncies < 1 m, de forma indeleble i ben visible les dades seg\'fcents:\par - Tipus de PVC\par - Nom del fabricant o marca comercial\par - Refer\'e8 LVAL ncia a les normes\par Emmagatzematge: Sota cobert i protegit contra la pluja i les humitats.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par\pard\par }6XY ] ^ b  f  j  nrv"z&~*.26 @ffffff\@?@EED5MMY3A012G000@@:53-(& 333333?$C@?333333?EH2D5GDLA012H000@@:53-(& 333333?ffffff@?333333?EH2D5GDLA013H000@@:53-(& @ףp= !@?@EH2D5GDLBHU82533@@:53-(& ?Z@??EH2D5GDLBHU8G5JH@@:53-(& @)\(!@?@EH2D4ASYBHU8233Q@@:53-(& 333333?ffffff@?333333?EH2D4ASYA013H000@@:53-(& 333333?$C@?333333?EH2D4ASYA012H000@@:53-(& ?(\R[@??EH2D4ASYBH2D4ASY@@:53-(& @)\(!@?@EH2D4AXYBHU8233Q@@:53-(& 333333?ffffff@?333333?EH2D4AXYA013H000@@:53-(& 333333?$C@?333333?EH2D4AXYA012H000@@:53-(& ?1a@??EH2D4AXYBH2D4AJY@@:53-(& @)\(!@?@EH2D4AXXBHU8233Q@@:53-(& ?@T@??EH2D4AXXBH2D4AJJ@@:53-(& 333333?ffffff@?333333?EH2D4AXXA013H000@@:53-(& 333333?$C@?333333?EH2D4AXXA012H000@@:53-(& RQ?Έ1@?RQ?EG31J706BG31J700@@:53-(& ?333333???EG31J706A013H000@@:53-(& ?V-???EG31J706A012H000@@:53-(& {Gz?ZӼ??{Gz?EG31H506A012H000@@:53-(& {Gz?(\??{Gz?EG31H506A013H000@@:53-(& RQ?W2@?RQ?EG31H506BG31H500@@:53-(& ?zG???EG23030HBGW23000@@:53-(& ?@??EG23030HBG230300@@:53-(& ?333333???EG23030HA013H000@@:53-(& {Gz?ZӼ??{Gz?EG23030HA012H000@@:53-(& ?)\(@??EG2D940ABGW2D000@@:53-(& ?(\@??EG2D940ABG2D9400@@:53-(& ?333333???EG2D940AA013H000@@:53-(& L7A`?*??L7A`?EG2D940AA012H000@@:53-(& Q?Q??Q?EG31H406A013H000@@:53-(& Q?䃞ͪ??Q?EG31H406A012H000@@:53-(& RQ?(@?RQ?EG31H406BG31H400@@:53-(& RQ?sA@?RQ?EG31G306BG31G300@@:53-(& Q?Q??Q?EG31G306A013H000@@:53-(& Q?䃞ͪ??Q?EG31G306A012H000@@:53-(& ?='o|y???EG329306%AUX0011AC?953-(& RQ?EGr??RQ?EG329306BG329300@@:53-(& {Gz?(\??{Gz?EG329306A013H000@@:53-(& {Gz?ZӼ??{Gz?EG329306A012H000@@:53-(& RQ???RQ?EG329206BG329200@@:53-(& {Gz?(\??{Gz?EG329206A013H000@@:53-(& {Gz?ZӼ??{Gz?EG329206A012H000@@:53-(& ?:pΈҞ???EG2C130A%AUX0011AC?953-(& ?(\???EG2C130ABGW2C000@@:53-(& RQ?5^I B"@?RQ?EG2C130ABG2C1300@@:53-(& LVALBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler dePorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de Porta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus B. LVALPorta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les duPorta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes tipus C. LVALBunera sifnica amb cos de poliamida reforada amb fibra de vidre i roseta perforada d'acer inoxidable AISI 304, de 100x100 mm i de descBunera sifnica amb cos de poliamida reforada amb fibra de vidre i roseta perforada d'acer inoxidable AISI 304, de 100x100 mm i de descrrega vertical de 40 mm de dimetre, col.locada amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, i connectada al ramal LVALUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total aUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, per a instal.lacions amb fluid frigorfic R410 A, model MMU-AP0071BH de TOSHIBA o equivalent, amb panel decoratiu, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-1000-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Cables unipolars amb conductor de coure, amb a\'efllament i sense coberta, de 450/750 V de tensi\'f3 assignada, per a instal.lacions fixes.\par S\'92han considerat els tipus de cables seg\'fcents:\par - Cables amb a\'efllament de policlorur de vinil (PVC):\par - Cables flexibles (classe 5 segons UNE 21022) de designaci\'f3 H07V-K\par - Cables r\'edgids (classe 1 segons UNE 21022) de designaci\'f3 H07V-U\par - Cables r\'edgids (classe 6 segons UNE 21022) de designaci\'f3 H07V-R\par - Cables amb a\'efllament a base de material termopl\'e0stic amb baixa emissi\'f3 de fums i gasos corrosius:\par - Cables flexibles (classe 5 segons UNE 21022) de designaci\'f3 ES07Z1-K (AS)\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Muntat superficialment\par - Col\'b7locat en tub\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - L'estesa, fixaci\'f3 i connexionat a caixes o mecanismes\par CONDICIONS GENERALS:\par Els empalmaments i derivacions s'han de fer amb borns o regletes de connexi\'f3, prohibint-se expressament el fer-ho per simple recargolament o enrrotllament dels fils.\par El recorregut ha de ser l'indicat a la DT\par Els conductors han de quedar estesos de manera que les seves propietats no quedin danyades.\par Els conductors han d'estar protegits contra els danys mec\'e0nics que puguin venir despr\'e9s de la seva instal\'b7laci\'f3.\par El conductor ha de penetrar dins les caixes de derivaci\'f3 i de mecanismes.\par El cable ha de portar una identificaci\'f3 mitjan\'e7ant aLVALnelles o brides del circuit al qual pertanyen, a la sortida del quadre de protecci\'f3.\par No ha d'haver-hi empalmaments entre les caixes de derivaci\'f3, ni entre aquestes i els mecanismes.\par En tots els llocs on el cable sigui susceptible d'estar sotm\'e8s a danys, es protegir\'e0 mec\'e0nicament mitjan\'e7ant tub o safata d'acer galvanitzat.\par El radi de curvatura m\'ednim adm\'e8s ha de ser 10 vegades el di\'e0metre exterior del cable en mm.\par Penetraci\'f3 del conductor dins les caixes: >= 10 cm\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Penetraci\'f3 del conductor dins les caixes: \'b1 10 mm\par COL\'b7LOCAT SUPERFICIALMENT:\par Quan es col\'b7loca muntat superficialment, la seva fixaci\'f3 al parament ha de quedar alineada paral\'b7lelament al sostre o al paviment i la seva posici\'f3 ha de ser la fixada al projecte.\par Dist\'e0ncia entre fixacions: <= 40 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par L\'92instal\'b7lador prendr\'e0 cura que no pateixi torsions ni danys a la seva coberta en treure'l de la bobina.\par Es tindr\'e0 cura al treure el cable de la bobina per tal de no causar-li retorciments ni coques.\par CABLE COL.LOCAT EN TUB:\par El tub de protecci\'f3 ha d'estar instal\'b7lat abans d'introduir els conductors.\par El conductor s'ha d'introduir dins el tub de protecci\'f3 mitjan\'e7ant un cable guia prenent cura que no pateixi torsions ni danys a la seva coberta.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions del projecte, entre els eixos dels elements per connectar.\par Aquest criteri inclou les p\'e8rdues de material corresponents a retalls, aix\'ed com l'exc\'e9s previst per a les connexions.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Cables unipolars amb conductor de coure, amb a\'efllament i sense coberta, de 450/750 V de tensi\'f3 assignada, per a instal.lacions fixes.\par S\'92han considerat els tipus de cables seg\'fcents:\par - Cables amb a\'efllament de policlorur de vinil (PVC):\par - Cables flexibles (classe 5 segons UNE 21022) de designaci\'f3 H07V-K\par - Cables r\'edgids (classe 1 segons UNE 21022) de designaci\'f3 H07V-U\par - Cables r\'edgids (classe 6 segons UNE 21022) de designaci\'f3 H07V-R\par - Cables amb a\'efllament a base de material termopl\'e0stic amb baixa emissi\'f3 de fums i gasos corrosius:\par - Cables flexibles (classe 5 segons UNE 21022) de designaci\'f3 ES07Z1-K (AS)\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Les caracter\'edstiques f\'edsiques i mec\'e0niques del conductor han de complir les normes UNE 21-011 i UNE 21-022.\par Tots els fils de coure que formen l'\'e0nima dels conductors cablejats i dels flexibles han de tenir el maLVALteix di\'e0metre.\par L\'92a\'efllament no ha de tenir variacions del gruix ni d'altres defectes visibles a la seva superf\'edcie.\par Ha de quedar ajustat i s'ha de poder separar f\'e0cilment sense produir danys al conductor.\par Ha de ser resistent a l'abrasi\'f3.\par Els conductors han d'anar marcats segons la norma UNE 21-089.\par Gruix de l'a\'efllant del conductor (UNE 21-031 (2)):\par +------------------------------------------------------------------------+\par \'a6Secci\'f3 (mm2)\'a61,5\'a62,5 - 6\'a610 - 16\'a625 - 35\'a650 - 70\'a695 - 120\'a6150\'a6185\'a6240\'a6 \'a6\par \'a6------------\'a6---\'a6-------\'a6-------\'a6-------\'a6-------\'a6--------\'a6---\'a6---\'a6---\'a6--\'a6\par \'a6Gruix (mm) \'a60,7\'a6 0,8 \'a6 1,0 \'a6 1,2 \'a6 1,4 \'a6 1,6 \'a61,8\'a62,0\'a62,2\'a6 \'a6\par +------------------------------------------------------------------------+\par Toler\'e0ncies:\par - Gruix de l'a\'efllament (UNE_HD 603): >= valor especificat \'96 (0,1 mm + 10% del valor especificat)\par CABLES AMB A\'cfLLAMENT DE PVC:\par L'a\'efllament ha d'estar constituit per una mescla de policlorur de vinil (PVC) del tipus TI1 aplicada al voltant del conductor.\par Temperatura de servei (T): -20\'baC =< T =< +70\'baC (instal.laci\'f3 fixa)\par CABLES DE DESIGNACI\'d3 ES07Z1-K (AS):\par L\'92a\'efllament ha d\'92estar constitu\'eft per una mescla de material termopl\'e0stic amb baixa emissi\'f3 de fums, gasos t\'f2xics i corrosius, del tipus TIZ1, segons les especificacions de la norma UNE 211002.\par Temperatura de servei (T): -40\'baC =< T =< +70\'baC (instal.laci\'f3 fixa).\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En bobines.\par L'a\'efllament ha de portar de forma indeleble i ben visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Tipus de conductor\par - Secci\'f3 nominal\par - Llarg\'e0ria de la pe\'e7a\par Emmagatzematge: En llocs protegits de la pluja i la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\parLVAL \par m de llarg\'e0ria necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par *UNE 21011-2:1974 Alambres de cobre recocido de secci\'f3n recta circular. Caracter\'edsticas\par UNE-EN 50334:2001 Marcado por inscripci\'f3n para la identificaci\'f3n de los conductores aislados de los cables el\'e9ctricos.\par UNE 20434:1999 Sistema de designaci\'f3n de los cables.\par CABLES AMB A\'cfLLAMENT DE PVC:\par UNE 21031-3:1996 Cables aislados con policloruro de vinilo de tensiones nominales Uo/U inferiores o iguales a 450/750V. Parte 3: Cables sin cubierta para instalaciones fijas.\par CABLES DE DESIGNACI\'d3 ES07Z1-K (AS):\par UNE 211002:2004 Cables de tensi\'f3n asignada hasta 450/750 V con aislamiento de compuesto termopl\'e1stico de baja emisi\'f3n de humos y gases corrosivos. Cables unipolares sin cubierta para instalaciones fijas.\par\pard\par } LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-800-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 12 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 12 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 12 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 14 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 15 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 15 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 17 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 24 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 28 mm de dimetre exterior, de 21,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 28 mm de dimetre exterior, de 21,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 30 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaciLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, installada LVALLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, ancoratge OD-3160 (4P), installada LVALLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensiLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de Lledo, incloses 2 lmpades TC-DEL 26W, equip electrnic o equivalent i col.locada encastada LVALDosificador de sab vertical, de dimensions 118x206x68 mm, capacitat d'1,1 kg, d'acer inoxidable amb acabat satinat en Dosificador de sab vertical, de dimensions 118x206x68 mm, capacitat d'1,1 kg, d'acer inoxidable amb acabat satinat en superfcies exposades, antivandlic i amb visor de nivell de sab i clau de seguretat , col.locat amb fixacions mecniques LVAL+ Central microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent. LVALAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril diAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril din de 10 espais. elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament marca auta model atf-98. LVALPlaca exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors Placa exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors i tarjeter doble. presentacio en alumini extrusionat de 130 mm. dimensions placa 262x130 mm. marca auta decor- f s3 101, d'un polsador. totalment instal.lada i encastada. LVALArrencada amb recuperaci per la col.locaci posterior de coronament de pedra artificial, deArrencada amb recuperaci per la col.locaci posterior de coronament de pedra artificial, de fins 30 cm d'amplria, amb mitjans manuals i crrega manual de runa sobre cami o contenidorDesmuntatge de mur de paredat, amb mitjans manuals, neteja i aplec de material per a la seva reutilitzaci i crrega de runes sobreArrencada amb recuperaci per la col.locaci posterior de coronament de pedra artificial, de fins 30 cm d'amplria, amb mitjans manuals i crrega manuArrencada amb recuperaci per la col.locaci posterior de coronament de pedra artificial, de fins 30 cm d'amplria, amb mitjans manuals i crrega manual de runa sobre cami o contenidor LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat dPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de foPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALMembrana PA-2 segons UNE 104402 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FPMembrana PA-2 segons UNE 104402 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaciSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de forMembrana PA-2 segons UNE 104402 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaciSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, Membrana PA-2 segons UNE 104402 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci LVALCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armaduraCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Estesa i col.locaci\'f3 de cable el\'e8ctric destinat a sistemes de distribuci\'f3 en tensi\'f3 baixa i instal.lacions en general, per a serveis fixes, amb conductor de coure, de tensi\'f3 assignada 0,6/1kV.\par S'han considerat els tipus seg\'fcents:\par - Cables unipolars o multipolars (tipus m\'e0nega, sota coberta \'fanica) amb a\'efllament de polietil\'e8 reticulat (XLPE) i coberta de policlorur de vinil (PVC) de designaci\'f3 UNE RV.\par - Cables unipolars o multipolars (tipus m\'e0nega, sota coberta \'fanica) amb a\'efllament de polietil\'e8 reticulat (XLPE) i coberta de material lliure d\'92hal\'f2gens a base de poliolefina, de baixa emissi\'f3 de gasos t\'f2xics i corrosius, de designaci\'f3 UNE RZ1\'96K (AS).\par - Cable trenat en feix de designaci\'f3 UNE RZ formant l\'ednies a\'e8ries.\par - Cables subterranis de designaci\'f3 UNE RFV.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Cables UNE RZ sense conductor neutre fiador per anar col\'b7locats sense tensi\'f3 sobre fa\'e7anes i sostres.\par - Cables UNE RZ amb conductor neutre fiador per anar col\'b7locats amb tensi\'f3 sobre suports.\par - Cables UNE RFV per anar directament enterrats\par - Cables UNE RFV, RV, RZ1\'96K per anar col\'b7locats en tubs\par - Cables UNE RV, RZ1\'96K per anar muntats superficialment\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Estesa, col\'b7locaci\'f3 i tibat del cable si es el cas\par - Connexi\'f3 a les caixes i mecanismes, en el seu cas\par CONDICIONS GENERALS:\par Els empalmaments LVALi derivacions s'han de fer amb borns o regletes de connexi\'f3, prohibint-se expressament el fer-ho per simple recargolament o enrrotllament dels fils.\par El recorregut ha de ser l'indicat a la DT.\par Els conductors han de quedar estesos de manera que les seves propietats no quedin danyades.\par Els conductors han d'estar protegits contra els danys mec\'e0nics que puguin venir despr\'e9s de la seva instal\'b7laci\'f3.\par CONDUCTOR DE DESIGNACI\'d3 UNE RV-K O RZ1-K:\par El conductor ha de penetrar dins les caixes de derivaci\'f3 i de mecanismes.\par El cable ha de portar una identificaci\'f3 mitjan\'e7ant anelles o brides del circuit al qual pertany, a la sortida del quadre de protecci\'f3.\par No ha d'haver-hi empalmaments entre les caixes de derivaci\'f3, ni entre aquestes i els mecanismes.\par En tots els llocs on el cable sigui susceptible d'estar sotm\'e8s a danys, es protegir\'e0 mec\'e0nicament mitjan\'e7ant tub o safata d'acer galvanitzat.\par Radi de curvatura m\'ednim admissible durant l'estesa:\par - Cables unipolars: Radi m\'ednim de quinze vegades el di\'e0metre del cable.\par - Cables multiconductors: Radi m\'ednim de dotze vegades el di\'e0metre del cable.\par Penetraci\'f3 del conductor dins les caixes: >= 10 cm\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Penetraci\'f3 del conductor dins les caixes: \'b1 10 mm\par CONDUCTOR UNE RV-K O RZ1-K COL.LOCAT SUPERFICIALMENT:\par Quan es col\'b7loca muntat superficialment, la seva fixaci\'f3 al parament ha de quedar alineada paral\'b7lelament al sostre o al paviment i la seva posici\'f3 ha de ser la fixada al projecte.\par Dist\'e0ncia horitzontal entre fixacions: <= 80cm\par Dist\'e0ncia vertical entre fixacions: <= 150cm\par CABLES DE DESIGNACI\'d3 UNE RZ:\par Els empalmaments i derivacions dels conductors han d\'92estar fets seguint m\'e8todes o sistemes que garanteixin tant la continuitat el\'e8ctrica com la de l\'92a\'efllament del cable.\par Han d\'92estar fets a l\'92interior de caixes estanques previstes per al seu \'fas a la iLVALntemp\'e8rie. Sempre que sigui possible es faran coincidir amb alguna derivaci\'f3.\par Quan no sigui suficient el gravat d\'92identificaci\'f3 que porta el cable a la seva coberta a\'efllant es pot complementar l\'92identificaci\'f3 mitjan\'e7ant anelles o brides del circuit al qual pertanyen, des de la sortida del quadre de protecci\'f3 i maniobra.\par Dist\'e0ncia m\'ednima al terra en creuaments de vials p\'fablics:\par - Sense transit rodat: >= 4 m\par - Amb transit rodat: >= 6 m\par CABLES UNE RZ SENSE CONDUCTOR NEUTRE FIADOR COL\'b7LOCAT SENSE TENSI\'d3:\par En cables col\'b7locats amb grapes sobre fa\'e7anes s\'92aprofitar\'e0, en la mesura del possible, les possibilitats d\'92ocultaci\'f3 que ofereixi aquesta.\par El cable es subjectar\'e0 a la paret o sostre amb les grapes adequades. Les grapes han de ser resistents a la intemp\'e8rie i en cap cas han de malmetre l\'92a\'efllament del cable. Han d\'92estar fermament subjectes al suport amb tacs i cargols.\par Quan el cable ha de rec\'f3rrer un tram sense suports, com per exemple passar d\'92un edifici a un altre, es penjar\'e0 d\'92un cable fiador d\'92acer galvanitzat s\'f2lidament subjectat pels extrems.\par En els creuaments amb altres canalitzacions, el\'e8ctriques o no, es deixar\'e0 una dist\'e0ncia m\'ednima de 3 cm entre els cables i aquestes canalitzacions o be es disposar\'e0 un a\'efllament suplementari. Si l\'92encreuament es fa practicant un pont amb el mateix cable, els punts de fixaci\'f3 immediats han d\'92estar el suficientment propers per tal d\'92evitar que la dist\'e0ncia indicada pugui deixar d\'92existir.\par Separaci\'f3 m\'e0xima entre grapes:\par - Recorreguts horitzontals: =< 0,6 m\par - Recorreguts verticals: =< 1 m\par CABLES UNE RZ AMB CONDUCTOR NEUTRE FIADOR COL\'b7LOCATS AMB TENSI\'d3:\par El cable quedar\'e0 unit als suports pel neutre fiador que es el que aguantar\'e0 tot l\'92esfor\'e7 de tracci\'f3. En cap cas est\'e0 permes fer servir un conductor de fase per a subjectar el cable. \par La uni\'f3 del cLVALable amb el suport es dur\'e0 a terme amb una pe\'e7a adient que empresoni el neutre fiador per la seva coberta a\'efllant sense malm\'e8trela. Aquesta pe\'e7a ha d\'92incorporar un sistema de tesat per tal de donar-li al cable la seva tensi\'f3 de treball un cop estesa la l\'ednia. Ha de ser d\'92acer galvanitzat hi no ha de provocar cap retorciment al conductor neutre fiador en les operacions de tesat.\par Tant les derivacions com els empalmaments es faran coincidir sempre amb un punt de fixaci\'f3, ja sigui en xarxes sobre suports o en xarxes sobre fa\'e7anes o be en combinacions d\'92aquestes.\par CONDUCTOR DE DESIGNACI\'d3 UNE RVFV:\par El cable ha de portar una identificaci\'f3 mitjan\'e7ant anelles o brides del circuit al qual pertany, a la sortida del quadre de protecci\'f3.\par Quan el cable passi de subterrani a a\'e8ri, es protegir\'e0 el cable soterrat des de 0,5 m per sota del paviment fins a 2,5 m per sobre amb un tub d\'92acer galvanitzat.\par La connexi\'f3 entre el cable soterrat i el que transcorre per la fa\'e7ana o suport es far\'e0 dintre d\'92una caixa de doble a\'efllament, situada a l\'92extrem del tub d\'92acer, resistent a la intemp\'e8rie i amb premsaestopes per a la entrada i sortida de cables.\par Els empalmaments i connexions es faran a l\'92interior de pericons o be en les caixes dels mecanismes.\par Es duran a terme de manera que quedi garantida la continuitat tant el\'e8ctrica com de l\'92a\'efllament.\par A la vegada ha de quedar assegurada la seva estanquitat i resist\'e8ncia a la corrossi\'f3.\par CABLES UNE RVFV DIRECTAMENT ENTERRATS:\par Pr\'e8viament a la col\'b7locaci\'f3 dels cables, s\'92anivellar\'e0 i compactar\'e0 el fons de la rasa, retirant si es necessari les pedres o arestes que sobresurtin.\par Els cables es col\'b7locaran al fons de la rasa sobre un llit de sorra fina.\par La primera capa de reblert, en contacte directe sobre els cables, tamb\'e9 ha de ser de sorra fina. A continuaci\'f3 es col\'b7locaran un rengle de maons plans i una cinta de materiLVALal pl\'e0stic que avisi de la pres\'e8ncia de la l\'ednia el\'e8ctrica de sota.\par La resta de la rasa s\'92ha d\'92omplir per tongades, tenint especial cura al abocar la primera.\par CABLES UNE RVFV COL\'b7LOCATS EN TUBS:\par El di\'e0metre interior dels tubs ser\'e0 superior a dues vegades el di\'e0metre del conductor.\par Si en un mateix tub hi ha m\'e9s d\'92un cable, aleshores el di\'e0metre del tub ha de ser suficientment gran per evitar embussaments dels cables.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par L\'92instal\'b7lador prendr\'e0 cura que no pateixi torsions ni danys a la seva coberta en treure'l de la bobina.\par Es tindr\'e0 cura al treure el cable de la bobina per tal de no causar-li retorciments ni coques.\par Temperatura del conductor durant la seva instal\'b7laci\'f3: >= 0\'b0C\par CABLES DE DESIGNACI\'d3 UNE RZ:\par Els extrems del cable s\'92han de segellar durant l\'92estesa i quan es prevegin interrupcions llargues de l\'92obra.\par Es tindr\'e0 cura al treure el cable de la bobina per tal de no destrenar-lo.\par Durant la instal\'b7laci\'f3, el radi de curvatura mesurat en la generatriu interior del cable complert no ser\'e0 inferior a 18 D essent D el di\'e0metre del conductor a\'efllat m\'e9s gran.\par Si la curvatura del cable es fa amb una pe\'e7a conformadora, aleshores el valor anterior pot redu\'efr-se a la meitat.\par CABLES UNE RZ AMB CONDUCTOR NEUTRE FIADOR COL\'b7LOCATS AMB TENSI\'d3:\par Si l\'92estesa del cable es amb tensi\'f3, es a dir estirant per un extrem del cable mentre es va desentrrotllant de la bobina, es disposaran politges als suports i en els canvis de direcci\'f3 per tal de no sobrepassar la tensi\'f3 m\'e0xima admissible pel cable. El cable s\'92ha d\'92extreure de la bobina estirant per la part superior. Durant l\'92operaci\'f3 es vigilar\'e0 permanentment la tensi\'f3 del cable.\par Un cop el cable a dalt dels suports es procedir\'e0 a la fixaci\'f3 i tibat amb els tensors que incorporen les peces de suporLVALt.\par CONDUCTOR DE DESIGNACI\'d3 UNE RVFV:\par Durant l\'92estesa del cable i sempre que es prevegin interrupcions de l\'92obra, els extrems es protegiran per tal de que no hi entri aigua.\par La for\'e7a m\'e0xima de tracci\'f3 durant el proc\'e9s d\'92instal\'b7laci\'f3 ser\'e0 tal que no provoqui allargaments superiors al 0,2%. Per a cables amb conductor de coure, la tensi\'f3 m\'e0xima admissible durant l\'92estesa ser\'e0 de 50 N/mm2.\par En el tra\'e7at de l\'92estesa del cable es disposaran rodets en els canvis de direcci\'f3 i en general all\'ed on es consideri necessari per tal de no provocar tensions massa grans al conductor.\par No es donar\'e0 als cables curvatures superiors a les admissibles segons la secci\'f3 (D=di\'e0metre del cable):\par - Cables unipolars: =< 15 D\par - Cables multipolars: =< 12 D\par CABLE COL.LOCAT EN TUB:\par El tub de protecci\'f3 ha d'estar instal\'b7lat abans d'introduir els conductors.\par El conductor s'ha d'introduir dins el tub de protecci\'f3 mitjan\'e7ant un cable guia prenent cura que no pateixi torsions ni danys a la seva coberta.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par *UNE 21030:1996 Conductores aislados cableados en haz de tensi\'f3n asignada 0,61kV, para l\'edneas de distribuci\'f3n y acometidas.\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Cable el\'e8ctric destinat a sistemes de distribuci\'f3 en tensi\'f3 baixa i instal.lacions en general, per a serveis fixes, amb conductor de coure, de tensi\'f3 assignada 0,6/1kV i de tipus unipolar, bipolar, tripolar, tetrapolar, tripolar amb neutre i pentapolar.\par S\'92han considerat els tipus de cables seg\'fcents:\par - Cables unipolars o multipolars (tipus m\'e0nega, sota coberta \'fanica) amb a\'efllament de polietil\'e8 reticulat (XLPE) i coberta de policlorur de vinil (PVC) de designaci\'f3 UNE RV 0,6/1 kV.\par - Cables unipolars o multipolars (tipus m\'e0nega, sota coberta \'fanica) amb a\'efllament de polietil\'e8 reticulat (XLPE) i coberta de material lliure d\'92hal\'f2gens a base de poliolefina, de baixa emissi\'f3 de gasos t\'f2xics i corrosius, de designaci\'f3 UNE RZ1\'96K (AS) 0,6/1 kV.\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Les caracter\'edstiques f\'edsiques i mec\'e0niques del conductor han de complir les normes UNE 21-011 i UNE 21-022.\par La coberta no ha de tenir variaLVALcions en el gruix ni d'altres defectes visibles a la seva superf\'edcie. Ha de ser resistent a l'abrasi\'f3.\par Ha de quedar ajustada i s'ha de poder separar f\'e0cilment sense produir danys a l'a\'efllament.\par La forma exterior dels cables multipolars (reunits sota una coberta \'fanica) ha de ser raonablement cil\'edndrica.\par L\'92a\'efllament no ha de tenir variacions del gruix ni d'altres defectes visibles a la seva superf\'edcie.\par Ha de quedar ajustat i s'ha de poder separar f\'e0cilment sense produir danys al conductor.\par Els colors v\'e0lids per a l'a\'efllament s\'f3n (UNE 21089-1):\par - Cables unipolars: \par - Com a conductor de fase: Marr\'f3, negre o gris\par - Com a conductor neutre: Blau\par - Com a conductor de terra: Llistat de groc i verd\par - Cables bipolars: Blau i marr\'f3\par - Cables tripolars:\par - Cables amb conductor de terra: Fase: Marr\'f3, Neutre: Blau, Terra: Llistat de groc i verd\par - Cables sense conductor de terra: Fase: Negre, marr\'f3 i gris\par - Cables tetrapolars:\par - Cables amb conductor de terra: Fase: Marr\'f3, negre i gris, Terra: Llistat de groc i verd\par - Cables sense conductor de terra: Fase: Marr\'f3, negre i gris, Neutre: Blau\par - Cables pentapolars: Fase: Marr\'f3, negre i gris, Neutre: Blau, Terra: Llistat de groc i verd\par Gruix de l'a\'efllant del conductor (UNE HD-603 (1)):\par +-------------------------------------------------------------------+\par \'a6Secci\'f3 (mm2) \'a61,5-16\'a625-35\'a6 50 \'a670-95\'a6 120 \'a6 150 \'a6 185 \'a6 240 \'a6 300 \'a6\par \'a6-------------\'a6------\'a6-----\'a6----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6\par \'a6Gruix (mm) \'a6 0,7 \'a6 0,9 \'a61,0 \'a6 1,1 \'a6 1,2 \'a6 1,4 \'a6 1,6 \'a6 1,7 \'a6 1,8 \'a6\par +-------------------------------------------------------------------+\par Gruix de la coberta: Ha de complir les especificacions de la norma UNE-HD 603-1\par Temperatura de l'a\'efllament en servei normal: <= 90\'b0C\par Temperatura de l'a\'efllament en cuLVALrtcircuit (5 s m\'e0x): <= 250\'b0C\par Tensi\'f3 m\'e0xima admissible (c.a.):\par - Entre conductors a\'efllats: <= 1 kV\par - Entre conductors a\'efllats i terra: <= 0,6 kV\par Toler\'e0ncies:\par - Gruix de l'a\'efllament (UNE_HD 603): >= valor especificat \'96 (0,1 mm + 10% del valor especificat)\par CABLES DE DESIGNACI\'d3 UNE RV 0,6/1 kV:\par L'a\'efllament ha de ser de polietil\'e9 reticulat (XLPE) tipus DIX-3 segons UNE HD-603-1.\par La coberta ha de ser de policlorur de vinil (PVC) del tipus DMV-18 segons UNE HD-603-1.\par Ha de ser de color negre i ha de portar impresa una franja longitudinal de color per a la identificaci\'f3 de la secci\'f3 dels conductors de fase.\par CABLES DE DESIGNACI\'d3 UNE RZ1-K (AS) 0,6/1 kV:\par L'a\'efllament ha de ser de polietil\'e9 reticulat (XLPE) tipus DIX-3 segons UNE HD-603-1.\par La coberta ha de se d\'92una mescla de material termopl\'e0stic, sense hal\'f2gens, del tipus Z1, i ha de complir les especificacions de la norma UNE 21123-4.\par Ha de ser de color verd i ha de portar impresa una franja longitudinal de color per a la identificaci\'f3 de la secci\'f3 dels conductors de fase.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En bobines.\par La coberta ha de portar de forma indeleble i ben visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Tipus de conductor\par - Secci\'f3 nominal\par - Les dues \'faltimes xifres de l'any de fabricaci\'f3.\par - Dist\'e0ncia entre el final d'una marca i el principi de la seg\'fcent <= 30 cm.\par Emmagatzematge: En llocs protegits de la pluja i la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE-HD 603-1:2003 Cables de distribuci\'f3n de tensi\'f3n asignada 0,6/1kV.\pLVAL"ar *UNE 21011-2:1974 Alambres de cobre recocido de secci\'f3n recta circular. Caracter\'edsticas\par *UNE 21089-1:2002 Identificaci\'f3n de los conductores aislados de los cables\par UNE-EN 50334:2001 Marcado por inscripci\'f3n para la identificaci\'f3n de los conductores aislados de los cables el\'e9ctricos.\par *UNE 21089-1:2002 Identificaci\'f3n de los conductores aislados de los cables\par UNE 21022:1982 Conductores de cables aislados.\par *UNE 20434:1999 Sistema de designaci\'f3n de los cables.\par CABLES DE DESIGNACI\'d3 UNE RV 0,6/1 kV:\par UNE 21123-2:1999 Cables el\'e9ctricos de utilizaci\'f3n industrial de tensi\'f3n asignada 0,6/1 kV. Parte 2: Cables con aislamiento de polietileno reticulado y cubierta de policloruro de vinilo.\par CABLES DE DESIGNACI\'d3 UNE RZ1-K (AS) 0,6/1 kV:\par UNE 21123-4:2004 Cables el\'e9ctricos de utilizaci\'f3n industrial de tensi\'f3n asignada 0,6/1 kV. Parte 4: Cables con aislamiento de polietileno reticulado y cubierta de poliolefina.\par\pard\par } LVAL(QG) QuTreballs de connexionat de la derivaci individual existent per a laTreballs de connexionat de la derivaci individual existent per a la biblioteca al nou quadre de protecci i comandament de la biblioteca.(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per dispar en pia inclos armari metalic complert tipus prisma o equivalent amb porta i clTreballs de connexionat de la derivaci individual existent per a la biblioteca al nou quadre de protecci i comandament de la biblioteca.(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. podTreballs de connexionat de la derivaci individual existent per a la biblioteca al nou quadre de protecci i comandament de la biblioteca.(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. podTreballs de connexionat de la derivaci individual existent per a la biblioteca al nou quadre de protecci i comandament de la biblioteca.(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder Treballs de connexionat de la derivaci individual existent per a la biblioteca al nou quadre de protecci i comandament de la biblioteca.(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per dispar en pia inclos armari metalic complert tipus Treballs de connexionat de la derivaci individual existent per a la biblioteca al nou quadre de protecci i comandament de la biblioteca.(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per dispar en pia inclos armari metalic complert tipus prTreballs de connexionat de la derivaci individual existent per a la biblioteca al nou quadre de protecci i comandament de la biblioteca.(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per dispar Treballs de connexionat de la derivaci individual existent per a la biblioteca al nou quadre de protecci i comandament de la biblioteca. LVALParet estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-Paret estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-EN 771-3, col.locat amb morter de ciment prtland amb filler calcari, de dosificaci 1:0,5:4 (10 N/mm2) i amb una resistncia a compressi de la paret de 3 N/mm2 LVALAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre voAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalTancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, cTancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau.Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal seriTancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau.Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificacTancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau.Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al Tancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau.Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i Tancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau. LVALVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificacVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'airVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismeVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes Vidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc dVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges.Vidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler dePorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de Porta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus B. LVALPorta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les duPorta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes tipus C. LVALPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb Porta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-800-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALTub de coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat perTub de coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat sota canal per a fluids i subjectat amb el sistema de grapes de la canal LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 12 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 12 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 14 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 15 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 15 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 17 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 24 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 28 mm de dimetre exterior, de 21,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 28 mm de dimetre exterior, de 21,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 30 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica sense halgens, per a canonades de 35 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximAllament trmic d'escuma elastomrica sense halgens, per a canonades de 35 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 37 mm, amb una conductivitat trmica a 0 C de 0,040 W/mK i no propagador de la flama, amb grau de dificultat alt i col.locat superficialment LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruixLVAL${\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Safata met\'e0l\'b7lica d'ampl\'e0ria fins a 600 mm i muntada superficialment o fixada amb suports.\par S'han considerat els tipus seg\'fcents:\par - Planxa d'acer galvanitzada\par - Reixeta d'acer\par - Perfil d'acer\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Fixaci\'f3 i nivellaci\'f3\par - Talls en corbes i cantonades\par CONDICIONS GENERALS:\par El muntatge s'ha de fer amb peces de suport, amb un m\'ednim de dues per tram, fixades al parament o al sostre mitjan\'e7ant perns d'ancoratge o tacs de PVC i visos.\par Les unions, derivacions, canvis de direcci\'f3, etc., s'han de fer amb peces especials fixades amb cargols o reblons.\par Han de tenir continu\'eftat el\'e8ctrica, connectant-les al conductor de terra cada 10 m, com a m\'e0xim.\par El final de les safates ha d'estar cobert amb tapetes de final de tram.\par Les unions han d'estar a 1/5 de la dist\'e0ncia entre dos recolzaments.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell o aplomat: <= 0,2%, 15 mm/total\par - Desploms: <= 0,2%, 15 mm/total\par PLANXA:\par Els canvis de direcci\'f3 i corbes s'han de fer amb una pe\'e7a d'uni\'f3 fixada amb cargols i reblons.\par Dist\'e0ncia entre fixacions: <= 2,5 m\par REIXETA O PERFIL:\par Els canvis de direcci\'f3 i corbes s'han de fer mitjan\'e7ant talls a la seva secci\'f3 per tal de poder doblegar-la.\par Dist\'e0ncia entre fixacions: <= 1,5 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d'execuci\'f3.\par\par 3.- UNI LVAL, TAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts a connectar.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par\pard\par }LVAL${\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Safates met\'e0l\'b7liques.\par S'han considerat els tipus seg\'fcents:\par - Planxa d'acer galvanitzada\par - Reixeta d'acer\par - Perfil d'acer\par S'ha de considerar els tipus de safata de planxa d'acer seg\'fcents:\par - Cega amb ala est\'e0ndard\par - Perforada amb ala est\'e0ndard\par - Perforada amb el centre llis refor\'e7at\par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir una superf\'edcie sense fissures. Els extrems han d'acabar amb un tall perpendicular a l'eix i sense rebaves.\par Les unions s'han de fer mitjan\'e7ant peces auxiliars.\par Ha de suportar b\'e9 els ambients humits, salinosos i qu\'edmicament agressius.\par Pot\'e8ncia de servei: <= 16 kW\par Quan l'acer porta un recobriment sint\'e8tic:\par - El recobriment ha de ser de PVC, nil\'f3 o d'altres pl\'e0stics.\par - Resist\'e8ncia a la flama: Autoextinguible i inflamable\par PERFIL D'ACER:\par La safata est\'e0 formada per perfils conformats longitudinals i transversals, fixats mec\'e0nicament.\par Llarg\'e0ria dels perfils longitudinals: <= 300 cm\par Dist\'e0ncia entre perfils transversals: <= 30 cm\par Dist\'e0ncia entre el perfil i la vora del perfil longitudinal: <= 15 cm\par S'ha de considerar els tipus de safata de planxa d'acer seg\'fcents:\par - Cega amb ala est\'e0ndard\par - Perforada amb ala est\'e0ndard\par - Perforada amb el centre llis refor\'e7at\par PLANXA D'ACER GALVANITZAT:\par Safata de xapa, amb les vores conformades per a permetre el tancament a pressi\'f3 de la coberta.\par Grau de protecci\'f3 (UNE 20-324):\par - Cega amb ala est8LVALH\'e0ndard: >= IP-419\par - Perforada amb ala est\'e0ndard: >= IP-219\par - Perforada amb el centre llis refor\'e7at: >= IP-219\par REIXETA D'ACER:\par Safata obtinguda a partir del doblegament d'una graella.\par Grau de protecci\'f3 (UNE 20-324): >= IP-XX9\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CONDICIONS GENERALS:\par Subministrament: En caixes.\par Emmagatzematge: A cobert i protegides contra la pluja i les humitats.\par REIXETA:\par En m\'f2duls de llarg\'e0ria 1 m, s'admet una toler\'e0ncia de \'b1 10 mm.\par PERFIL:\par En m\'f2duls de llarg\'e0ria 1 m, s'admet una toler\'e0ncia de \'b1 10 mm.\par Cada safata ha de portar marcades, a dist\'e0ncies < 1 m, de forma indeleble i ben visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Refer\'e8ncia a les normes\par PLANXA:\par En m\'f2duls de llarg\'e0ria 1,2 i 3 m, s'admet una toler\'e0ncia de \'b1 10 mm.\par Inclou accessoris per a l\'92anul\'b7laci\'f3 d'obertures innecess\'e0ries.\par Cada safata ha de portar marcades, a dist\'e0ncies < 1 m, de forma indeleble i ben visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Refer\'e8ncia a les normes\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par REBT 2002 Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n.\par\pard\par } LVALLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensiLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de Lledo, incloses 2 lmpades TC-DEL 26W, equip electrnic o equivalent i col.locada encastada LVALLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 horLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 hora d'autonomia, per a cobrir una superfcie aproximada de 40 m2, amb un grau de protecci IP 423, col.locat enrasat en sostre o paret, marca DAISALUX model Hydra N5S amb caixa Ref. KET Hydra KEP Hydra o equivalent LVALDosificador de sab vertical, de dimensions 118x206x68 mm, capacitat d'1,1 kg, d'acer inoxidable amb acabat satinat en Dosificador de sab vertical, de dimensions 118x206x68 mm, capacitat d'1,1 kg, d'acer inoxidable amb acabat satinat en superfcies exposades, antivandlic i amb visor de nivell de sab i clau de seguretat , col.locat amb fixacions mecniques LVALFont d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - Font d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - 50 hz. sortida de tensi de treball 13,8 vcc. alimentaci 6a. instal.lada i comprovada. marca plana fbrega model fa-1206 o similar equivalent. LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent.LVALy{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Tub r\'edgid met\'e0l\'b7lic de fins a 63 mm de di\'e0metre nominal, amb unions roscades o endollades i muntat superficialment.\par S\'92han contemplat els seg\'fcents tipus de tubs:\par - Tubs d\'92acer amb acabat exterior i interior galvanitzat Sendzimir \par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig del tra\'e7at del tub\par - Preparaci\'f3 dels extrems dels tubs i corbat\par - Estesa, fixaci\'f3 i col\'b7locaci\'f3 dels accessoris de la canalitzaci\'f3 i unions entre trams i accessoris\par - Retirada de l\'92obra de les restes d\'92embalatges, retalls de tubs, etc.\par CONDICIONS GENERALS:\par Ha de quedar instal\'b7lat superficialment, fixat al suport amb brides d'acer galvanitzat.\par Quan les unions s\'f3n roscades, han d'estar fetes amb maniguets amb rosca.\par Quan les unions s\'f3n endollades s\'92han de fer amb maniguets llisos.\par Els canvis de direcci\'f3 s'han de fer mitjan\'e7ant corbes d'acoblament. Tamb\'e9 es poden fer amb m\'e0quines de corbar tubs, sense que es produeixin canvis sensibles a la secci\'f3.\par Dist\'e0ncia entre les fixacions:\par - Trams horitzontals: <= 60 cm\par - Trams verticals: <= 80 cm\par Dist\'e0ncia a l\'ednies telef\'f2niques, tubs de sanejament, aigua i gasos: >= 50 cm\par Dist\'e0ncia entre registres: <= 1500 cm\par Nombre de corbes de 90\'b0 entre dos registres consecutius: <= 3\par Penetraci\'f3 del tub dins les caixes: 1 cm\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 20 mm\par - Alineaci\'f3: \'b1 2%, <= 20 mm/total\pLVALar - Penetraci\'f3 del tub dins les caixes: \'b1 2 mm\par - Dist\'e0ncia de la grapa al v\'e8rtex de l'angle en els canvis de direcci\'f3: \'b1 5 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge es far\'e0 un replanteig previ que ser\'e0 aprovat per la DF\par Les unions s\'92han de fer amb els accessoris subministrats pel fabricant o expressament aprovats per aquest. Els accessoris d\'92uni\'f3 i en general tots els accessoris que intervenen en la canalitzaci\'f3 han de ser els adequats al tipus i caracter\'edstiques del tub a col\'b7locar.\par S\'92ha de comprovar que les caracter\'edstiques del producte a col\'b7locar corresponen a les especificades a la DT del projecte.\par Els tubs s\'92han d\'92inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no n\'92ha d\'92alterar les caracter\'edstiques.\par Un cop acabades les tasques de muntatge, es procedir\'e0 a la retirada de l\'92obra de les restes d\'92embalatges, retalls de tubs, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par La instal\'b7laci\'f3 inclou els accessoris i les fixacions.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE-EN 50086-1:1995 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 1: Requisitos generales.\par UNE-EN 50086-2-1:1997 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 2-1: Requisitos particulares para sistemas de tubos r\'edgidos.\par\pard\par }LVALy{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Tub r\'edgid met\'e0l\'b7lic de fins a 63 mm de di\'e0metre nominal.\par S\'92han contemplat els seg\'fcents tipus de tubs:\par - Tubs d\'92acer amb acabat exterior i interior galvanitzat Sendzimir \par CARACTER\'cdSTIQUES GENERALS:\par Ha de tenir un acabat galvanitzat, tant interiorment com exteriorment.\par Ha de suportar les variacions de temperatura sense deformaci\'f3.\par Han d'estar dissenyats i constru\'efts de manera que les seves caracter\'edstiques en \'fas normal siguin segures i sense perill per a l'usuari i el seu entorn.\par L'interior dels tubs ha d'estar exempt de rebaves i altres defectes que pugin fer malb\'e9 els conductors o ferir a instal\'b7ladors o usuaris.\par El di\'e0metre nominal ha de ser el de l\'92exterior del tub i s\'92ha d\'92expressar en mil\'edmetres.\par El di\'e0metre interior m\'ednim l\'92ha de declarar el fabricant.\par Les dimensions han de cumplir la norma EN-60423.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En feixos de tubs de llarg\'e0ria >= 3 m.\par Han d'estar marcats amb:\par - Nom del fabricant\par - Marca d'identificaci\'f3 dels productes\par - El marcatge ha de ser llegible\par - Han de incloure les instruccions de muntatge corresponents\par Emmagatzematge: En posici\'f3 horitzontal i en llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el8 LVALH Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE-EN 50086-1:1995 Sistemas de tubos para instalaciones el\'e9ctricas. Parte 1: Requisitos generales.\par UNE-EN 60423:1996 Tubos de protecci\'f3n de conductores. Di\'e1metros exteriores de los tubos para instalaciones el\'e9ctricas y roscas para tubos y accesorios.\par\pard\par }WLVALD  e%dPVDistribuidor frigorfic de connexi en Y, en coDistribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY105E de ToshibaDistribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY55E de ToshibaCrrega d'instal.laci amb gas refrigerant tipus R-407c i/o R-410APart proprcional d'elemeDistribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY105E de ToshibaDistribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY55E de ToshibaCrrega d'instal.laci amb gas refrigerant tipus R-407c i/o R-410APart proprcional d'elements per a llums decoratives d'aplicAplic estanc per a exteriors IP65 amb lmpada fluorescent TC-T26W GX 24 d-3, model 2239 de BEGA, muntat superficialmentSensor de llum exterior de dia entrant de superficie tipus LSD, amb connexio mitjanant moduls de control de regulacio en funcio de la llum diurna DSI/DALI, de LUXMATE ref.20 731 906Modul de control DSI per a control amb polsador senzill i amb sensor de llum, fins un maxim de 25 reactancies HF regulables, de LUXMATE ref.20 975 272Part proporcional d'accessoris de llums estancs amb tubs fluorescentsLmpada fluorescent tubular del tipus T26/G13 de 36 W, llum de color estndard i un ndex de rendiment del color de 70 a 85Llumenera estanca amb difusor cubeta de plstic per a 2 tubs fluorescents de 36 W del tipus T26/G13, rectangular, amb xasss polister, reactncia ferromagntica, factor de potncia AF, IP-55Llumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installadaLlumenera d'emergncia LED per a enllumenat antipnic, encastada en sostre, model MCA-4190 1x2W, BL.ST, installadaPart proporcional d'accessoris de llums d'emergncia i senyalitzaciLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 hora d'autonomia, per a cobrir una superfcie aproximada de 40 m2, amb un grau de protecci IP 423, per a col.locar enrasada en sostre o paret, marca DAISALUX model Hydra N5S amb caixa Ref. KET Hydra KEP Hydra o equivalentLmpada fluorescent amb casquet g 24 q3, de 26 w de potncia mxima, 230 v de tensi d'alimentaci, amb una temperatura de color de 3000 4000 k i un grau de rendiment de color ra=82Llumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de LledoLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, installadaLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, ancoratge OD-3160 (4P), installadaLlumenera decorativa 60x60cm,,reactncia electrnica i 230 V model OD3161/NC HFCP TC-L 36W de lledConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, pentapolar de secci 5x16 mm2Conductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, tetrapolar de secci 4x6 mm2Part proporcional d'accessoris per a tubs rigids d'acerTub rigid d'acer, de diametre nominal referencia 13 LVALAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais oAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent. LVALAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril diAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril din de 10 espais. elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament marca auta model atf-98. LVALPlaca exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors Placa exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors i tarjeter doble. presentacio en alumini extrusionat de 130 mm. dimensions placa 262x130 mm. marca auta decor- f s3 101, d'un polsador. totalment instal.lada i encastada. LVALTelfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'Telfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'obertura lateral que permet accionar l'obreportes sense necessitat de despenjar. s'instal" la amb cable de 4 conductors. instal" lat i comprovat. model: pe202003A [ S Ȩ}Ri&?w@33333cj@(\K@a@z@@@EED5MMY3Bomba cal.VRF, MMY-MAP3614HT8 de TOSHIBA@<uEED5MMY3POProjecte del'ampliaci i reforVEN.3ysnl >&?Q^@S @= ףp[@`"]@`U@@EHT1U020Modul de control DSI per a control amb polsador senzill Luxmate DSI-T@uEHT1U020POProjecte del'ampliaci i reforVEN.3"ysnl >&?p= דR@=yX,@QL@~8gD R@@@EHB17554Llumenera estanca cubeta plst. 2x36W T26/G13,rect.,polist.,reac.ferromagntica AF,IP-55,munt.super@uEHB17554POProjecte del'ampliaci i reforVEN.3A77ysnl >&?Qa@ET)@_@Zd;Oua@@@EH614195Llum.emerg./LED, MCA-4195 evacuaci@uEH614195POProjecte del'ampliaci i reforVEN.3ysnl >&?(\md@ET)@@b@Zd;Oc@@@EH614190Llum.emerg./LED, MCA-4190 antipnicu@uEH614190POProjecte del'ampliaci i reforVEN.3ysnl >&?HzR@ET)@̬L@/$Q@@@EH61E834Llum.emerg./senyal.rect.,FL8W/inc.210lm.,auton<1h,DAISALUX Hydra N5S,col.enrasat@auEH61E834POProjecte del'ampliaci i reforVEN.3.$$ysnl >&?Gz`@ET)@{G\@n`@@@EH2D5GDLDownlight,2lmp.fluorescent TC-DEL26W,encast.,equip electrnic,col.encast.w@)uEH2D5GDLPOProjecte del'ampliaci i reforVEN.3'ysnl >&?fffff`@ET)@Hzw]@x&Q`@r@@EH2D4ASYLlumenera decoratiu OD3652 QM 2x17W, PL-R HF BM@&uEH2D4ASYPOProjecte del'ampliaci i reforVEN.3 ysnl >&?Rqd@ET)@\(Db@xc@r@@EH2D4AXYLlumenera decoratiu OD3161/NC HFCR DALI TC-L 2 fluorescents compactes tipus TC-L-36W, reactncia T@(uEH2D4AXYPOProjecte del'ampliaci i reforVEN.3>44ysnl >&?p= SZ@ET)@QeV@9vY@r@@EH2D4AXXLlumenera decoratiu OD3161/NC HFCP TC-L per 2 fluorescents compactes tipus TC-L-36W, reactncia @'uEH2D4AXXPOProjecte del'ampliaci i reforVEN.3=33ysnl >&?zG4@S@Έ1@c]K4@@@EG31J706Conductor Cu,UNE RZ1-K (AS) 0,6/1 kV,baixa emissivitat fums,5x16mm2,col.tub@mEG31J706POProjecte del'ampliaci i reforVEN.3(ysnl >&?ffffff@&S?W2@ݓ@`Z@@EG31H506Conductor Cu,UNE RZ1-K (AS) 0,6/1 kV,baixa emissivitat fums,4x6mm2,col.tub@mEG31H506POProjecte del'ampliaci i reforVEN.3'ysnl >H C  884ED/?(\K@(\K@(\K@(\K@t@t@rderColumnHnDescriptio__C150G900Grua autopropulsada 20tGrua autopropulsada de 20 thC150G900EQVEN.30?(\K@(\K@(\K@(\K@t@t@rderColumnHnDescriptio__C150G900Grua autopropulsada 20tGrua autopropulsada de 20 thC150G900EQVEN.3VEN.3 0?Q?Q?Q?Q?q@A"__BHW61000P.p.accessoris llum.emerg./senyal.F@ uBHW61000ETVEN.3VEN.3  0?(\oL@(\oL@(\oL@(\oL@@9@__BH61E834Llum.emerg./senyal.rect.,FL8W/inc.210lm.,auton<1h,DAISALUX Hydra N5S,p/enrasar@ uBH61E834ETVEN.3VEN.36,,""""" 0?ףp= @ףp= @ףp= @ףp= @@9@ensi d'alimci, amb una__BHU82533Lmp.fluorescent,casquet g 24 q3,26w,230v tensi alimentaci,t color 3000/4000k,ra=82@uBHU82533ETVEN.3VEN.3=33)))))%%%%%%  0?Z@Z@Z@Z@s@mpades G 24 q3, 2 lmpades f__BHU8G5JHLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, @uBHU8G5JHETVEN.3VEN.3A77-----)))))) 0?(\R[@(\R[@(\R[@(\R[@@ctncia electrn i 230 V de __BH2D4ASYmodel OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, @UBH2D4ASYETVEN.3VEN.3?55+++++'''''' 0?1a@1a@1a@1a@@ipus TC-L-36W, rncia electr__BH2D4AJYOD3161/NC HFCR DALIT@UBH2D4AJYETVEN.3VEN.3 0?)\(@)\(@)\(@)\(@s@A"__BHU8233QLmpada fluorescent TC-l 36 W."Lmpada fluorescent TC-l 36 W. uBHU8233QETVEN.3VEN.3' 0?@T@@T@@T@@T@s@@__BH2D4AJJ model OD3161/NC HFCP TC-Le@uBH2D4AJJETVEN.3VEN.3 0?R1@R1@R1@R1@@' ()*+, - . 123456__BG31J700Conductor de Cu UNE RZ1-K (AS) 0,6/1 kV baixa emissivitat fums 5x16mm2u@MBG31J700ETVEN.3VEN.3-##   0?RQ@RQ@RQ@RQ@`Z@' ()*+, - . 123456__BG31H500Conductor de Cu UNE RZ1-K (AS) 0,6/1 kV baixa emissivitat fums 4x6mm2t@MBG31H500ETVEN.3VEN.3,""   [ @  @ @ @@ @ @QU:::@88J68:W666*QU:::@88J68<W666*QU:::@88LU:::@86*QU::WF88J68:W666 ]QU::WF88J68<W666 ]QU::WF88LU::WF86 ]QU:<6<6WJ68:W666QU:<6<6WJ68<W666QU:<6<6WLU:<6<66QU:<6<6WLUs:<666QU:J8H6:J68:W666QU:J8H6:J68<W666QU:J8H6:LU:J8H66\QU:J8H6:LUs:J666\QU:M8<6JJou668QU:M8<6JJ68:W666*-QU:M8<6JJ68<W666*.QU:M8<6JLU:M8<66QU:M8<6JLUs:M666QU:OH>6JJ68:W666QU:OH>6JJ68<W666QU:OH>6JLU:OH>66QU:OH>6JLUs:O666QU<8U<6BJ68:W666 QU<8U<6BJ68<W666 QU<8U<6BLU<8U<66 QU<8W>6BJ68:W666QU<8W>6BJ68<W666QU<8W>6BLU<8W>66 QU<8W@6BJ68:W666 QU<8W@6BJ68<W666QU<8W@6BLU<8W@66QU<8[D6BJ68:W666!QU<8[D6BJ68<W666"QU<8[D6BLU<8[D66#QU<:H:6BJ68:W666QU<:H:6BJ68<W666QU<:H:6BLU<:H:66QU<:H<6BJou668 QU<:H<6BJ68:W666QU<:H<6BJ68<W666QU<:H<6BLU<:H<66QU6:J68:W666Q^QU6:J68<W666mQU6:LU66mQU6:LUs<L666mQU>8@O@DJ68:W666m"QU>8@O@DJ68<W666m#QU>8@O@DLU>8@O@Dm$QU>8@O@DLUs>8666m%QU>8@O@MJ68:W666m)QU>8@O@MJ68<W666m(QU>8@O@MLU>8@O@Mm'QU>8@O@MLUs>8666m&QU>8@OHHJ68:W666m! LVALCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de pCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266, col.locat sota tub o canal LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat dPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de foPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVAL Part ampliaci vertical sobre paret de gero parets 1 18.25 3 54.75 C#*D#*E#*F# 1 7.6 3 22.8 C#*D#*E#*F# -1 2.8 2.25 -6.3 C#*D#*E#*F# 1 4.1 3 12.3 C#*D#*E#*F# biga cantell 1 6.3 .45 2.835 C#*D#*E#*F# horitzontal 1 17.9 1 17.9 C#*D#*E#*F# 1 14.7 1 14.7 C#*D#*E#*F# 1 5.6 1 5.6 C#*D#*E#*F# 1 6 1 6 C#*D#*E#*F# interior caixa de persiana formig 1 6.4 .3 1.92 C#*D#*E#*F# 1 6.4 .3 0 0 C#*D#*E#*F# Part reformada C#*D#*E#*F# vertical franja entre 225-sostre nord 1 20 .7 14 C#*D#*E#*F# est 1 8.5 .7 5.95 C#*D#*E#*F# sud 1 8.7 .7 6.09 C#*D#*E#*F# oest 1 2.6 .7 1.82 C#*D#*E#*F# rack-magatzem 1 3.3 .7 2.31 C#*D#*E#*F# 1 1.8 .7 1.26 C#*D#*E#*F# espPart ampliaci vertical sobre paret de gero parets 1 18.25 3 54.75 C#*D#*E#*F# 1 7.6 3 22.8 C#*D#*E#*F# -1 2.8 2.25 -6.3 C#*D#*E#*F# 1 4.1 3 12.3 C#*D#*E#*F# biga cantell 1 6.3 .45 2.835 C#*D#*E#*F# horitzontal 1 17.9 1 17.9 C#*D#*E#*F# 1 14.7 1 14.7 C#*D#*E#*F# 1 5.6 1 5.6 C#*D#*E#*F# 1 6 1 6 C#*D#*E#*F# interior caixa de persiana formig 1 6.4 .3 1.92 C#*D#*E#*F# 1 6.4 .3 0 0 C#*D#*E#*F# Part reformada C#*D#*E#*F# vertical franja entre 225-sostre nord 1 20 .7 14 C#*D#*E#*F# est 1 8.5 .7 5.95 C#*D#*E#*F# sud 1 8.7 .7 6.09 C#*D#*E#*F# oest 1 2.6 .7 1.82 C#*D#*E#*F# rack-magatzem 1 3.3 .7 2.31 C#*D#*E#*F# 1 1.8 .7 1.26 C#*D#*E#*F# espai silenci 1 6.8 .7 4.76 C#*D#*E#*F# 1 3.4 .7 2.38 C#*D#*E#*F# 1 1.9 .7 1.33 C#*D#*E#*F# 1 5.7 .7 3.99 C#*D#*E#*F# 1 5 .7 3.5 C#*D#*E#*F# 1 2.4 .7 1.68 C#*D#*E#*F# aula formaci 1 3.2 .7 2.24 C#*D#*E#*F# 1 4.2 .7 2.94 C#*D#*E#*F# horitzontal nord 1 1.6 1 1.6 C#*D#*E#*F# est 1 19.9 1 19.9 C#*D#*E#*F# sud 1 8.8 1 8.8 C#*D#*E#*F# oest 1 8.4 1 8.4 C#*D#*E#*F# magatzem-rack 1 3 1 3 C#*D#*E#*F# 1 1.8 1 1.8 C#*D#*E#*F# espai silenci 1 7 1 7 C#*D#*E#*F# 1 2.5 1 2.5 C#*D#*E#*F# 1 5.7 1 5.7 C#*D#*E#*F# 1 4 1 4 C#*D#*E#*F# 1 2.4 1 2.4 C#*D#*E#*F# aula formaci 1 3.2 1 3.2 C#*D#*E#*F# 1 3.78 1 3.78 C#*D#*E#*F# empit ara sortida emergncia 1 1.75 .9 1.575 C#*D#*E#*F# LVALSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilotN8@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@J68:[666J68:[666J68:[666_J68:[666 J68:^666J68:`666J68:`666J68:`666J68:`666J68:`666J68:`666J68:`666J68:`666J68:`666ZJ68:`666\J68:`666a%J68:`666axJ68:`666J68:`666~J68:`666~J68:`666lJ68:`666J68:`666QWJ68:`666QaJ68:`666 =J68:`666 @J68:`666 AJ68:`666 J68:`666 J68:`666 J68:`666 3J68:`666 6J68:`666 :J68:`666 AJ68:`666 FJ68:`666 MJ68:`666 /J68:`666 7J68:`666 ?J68:`666 AJ68:`666 DJ68:`666 JJ68:`666 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G\@xi8UMo\D[@86fL`\FDF8886a\FDF888S\HL #ffJofifJ ffJoiQfS GffJokJJS ffJokJb8ffJokJb:ffJokJb<ffJooM^Y R LVALFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire seVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5,mecanismes i ferratges ( joc de tiradors d'acer inox Pba programa 200 d.20mm, pany i clau ). LVALVidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3Vidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 4+4/8/5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges LVALVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaciVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificacVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 deBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat aBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges i barra antipnic tipus push. LVALBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler dePorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de Porta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus B. LVALPorta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les duPorta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes tipus C. LVALPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb Porta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 4+4 mm de gruix, amb classificaci de resistVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 4+4 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o alumini LVALBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0121BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaFJЬX\ ` ̸̸̸̸̸̸̸̸̸̸d  h  l  p  t x$|(,048< ?0@??EQ51U002BQ51U002@@:53-(& ffffff?Zd;O;@?ffffff?EQ51U002A013A000@@:53-(& ffffff?M/@?ffffff?EQ51U002A012A000@@:53-(& 333333@EJ@?333333@EQ51U001A012A000@@:53-(& ?a@??EED5MMY3BED5MMY3@@:53-(& @`X@?@EED5MMY3A013G000@@:53-(& ?(\K@??EED5MMY3C150G900@@:53-(& ?sh|?@??EF5AY205A013M000@@:53-(& ?V-@??EF5AY205A012M000@@:53-(& ?V-@??EF5AY105A012M000@@:53-(& ?sh|?@??EF5AY105A013M000@@:53-(& ?Y@??EF5AY105BFW5Y105@@:53-(& ?V-@??EF5ABY55A012M000@@:53-(& ?sh|?@??EF5ABY55A013M000@@:53-(& ?S@??EF5ABY55BFW5BY55@@:53-(& ?V-@??EEZG4001A012G000@@:53-(& ?333333???EEZG4001A013G000@@:53-(& ?HzG@??EEZG4001BEZG4001@@:53-(& @p= cB@?@K21EF0R3A0140000@@:53-(& @@]@?@K21EF0R3A013G000@@:53-(& @ ףp= a@?@K21EF0R3A012G000@@:53-(& ?ףp= X@??EHT1U030BHT1U030@@:53-(& ?V-@??EHT1U030A012H000@@:53-(& ?333333@??EHT1U030A013H000@@:53-(& ?333333@??EHT1U020A013H000@@:53-(& ?V-@??EHT1U020A012H000@@:53-(& ?= ףp[@??EHT1U020BHT1U020@@:53-(& ? ףp=H@??EHB17554BHB17550@@:53-(& (\?Q@?(\?EHB17554A013H000@@:53-(& (\?.1@?(\?EHB17554A012H000@@:53-(& @)\(@?@EHB17554BHU8T3D0@@:53-(& ?\(\@??EHB17554BHWB1000@@:53-(& Q?Zڊ@?Q?EH32U0BEA012H000@@:53-(& Q?= ףp@?Q?EH32U0BEA013H000@@:53-(& ?Q???EH32U0BEBHWB1001@@:53-(& ? d@??EH32U0BEBH32W011@@:53-(& 333333?ffffff@?333333?EH614195A013H000@@:53-(& 333333?$C@?333333?EH614195A012H000@@:53-(& ?_@??EH614195BH61MCA2@@:53-(& 333333?ffffff@?333333?EH614190A013H000@@:53-(& 333333?$C@?333333?EH614190A012H000@@:53-(& ?@b@??EH614190BH61MCA1@@:53-(& ?Q???EH61E834BHW61000@@:53-(& ?(\oL@??EH61E834BH61E834@@:53-(& 333333?ffffff@?333333?EH61E834A013H000@@:53-(& 333333?$C@?333333?EH61E834A012H000@@:53-(& LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-800-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 12 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALLlumenera dLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastadLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installadaLlumenera de encastament individual amb difusor opal per 1 fluorescents tipus T-5 de 49W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector termLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installadaLlumenera de encastament individual amb difusor opal per 1 fluorescents tipus T-5 de 49W/840, reactncia electrnica i 230 V de tensi d'alimentaci, aLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installada LVALLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarDispensador de paper en rotlle tipus metxa per a eixugamans, de 310 mDispensador de paper en rotlle tipus metxa per a eixugamans, de 310 mm d'alria per 255 mm de dimetre, col.locat amb fixacions mecniquesLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 hora d'autonomia, per a cobrir una superfcie aproximada de 40 m2, amb un grDispensador de paper en rotlle tipus metxa per a eixugamans, de 310 mm d'alria per 255 mm de dimetre, col.locat amb fixacions mecniquesLVAL" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Llum d'emerg\'e8ncia i senyalitzaci\'f3 amb l\'e0mpada d'incandesc\'e8ncia, de 120 fins a 175 l\'famens, o de fluoresc\'e8ncia de 175 fins a 300 l\'famens, de dues hores d'autonomia, muntat superficialment.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Muntades superficialment al sostre\par - Muntades superficialment a la paret\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Muntatge, fixaci\'f3 i anivellament\par - Connexionat i col\'b7locaci\'f3 de les l\'e0mpades\par CONDICIONS GENERALS:\par Ha de quedar fixada s\'f2lidament al sostre o a la paret amb visos.\par S'ha de connectar a la xarxa d'enllumenat general de corrent altern del local i a la l\'ednia de connexi\'f3 a terra.\par Ha de quedar anivellada en la posici\'f3 fixada al projecte.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 20 mm\par Toler\'e0ncies per a muntatge superficial a la paret:\par - Aplomat: \'b1 2 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par La instal\'b7laci\'f3 inclou la l\'e0mpada, el cablejat interior i l'equip complert d'encesa en el seu cas.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par UNE 20062:1993 Aparatos aut\'f3nomos par LVAL a el alumbrado de emergencia con l\'e1mparas de incandescencia. Prescripciones de funcionamiento.\par UNE 20392:1993 Aparatos aut\'f3nomos para alumbrado de emergencia con l\'e1mparas de fluorescencia. Prescripciones de funcionamiento.\par UNE 72550:1985 Alumbrado de emergencia. Clasificaci\'f3n y definiciones.\par UNE 72551:1985 Alumbrado (de emergencia) de evacuaci\'f3n. Actuaci\'f3n.\par UNE 72552:1985 Alumbrado (de emergencia) de seguridad. Actuaci\'f3n.\par UNE 72553:1985 Alumbrado (de emergencia) de continuidad. Actuaci\'f3n.\par\pard\par }LVAL$ {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Llums d'emerg\'e8ncia i senyalitzaci\'f3 adossables amb l\'e0mpades incorporades, de dues hores d'autonomia, com a m\'e0xim.\par S'han de considerar els tipus de l\'e0mpades seg\'fcents:\par - Incandesc\'e8ncia\par - Fluoresc\'e8ncia\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'incorporar acumuladors de Ni-Cd estancs, dispositius el\'e8ctrics de c\'e0rrega i maniobra, limitador de desc\'e0rrega, portal\'e0mpades i regleta de connexions.\par El xass\'eds ha de portar orificis per a la fixaci\'f3 mitjan\'e7ant visos, i forats o semiencunyats per a les entrades de conductors el\'e8ctrics.\par Tots els materials a\'efllants protectors contra xocs el\'e8ctrics i que mantenen les parts actives a la posici\'f3 prevista, han de ser autoextingibles.\par No han de tenir un escalfament perill\'f3s per al medi circumdant.\par Ha d'incorporar un dispositiu de desconnexi\'f3 preparat per a comandament a dist\'e0ncia.\par Els balasts han de ser resistents a la humitat, la calor i la corrosi\'f3.\par En condicions de fallada, no han d'emetre flames ni gasos inflamables.\par Els encebadors han de ser resistents a la humitat i als xocs el\'e8ctrics, a la calor i al foc.\par Han de complir les condicions de rigidesa el\'e8ctrica, torsi\'f3 i resist\'e8ncia mec\'e0nica.\par Les bateries han d'anar protegides contra desc\'e0rregues excessives.\par Han de poguer funcionar a una temperatura m\'e0xima de 70\'b0C durant 1 h.\par Pot\'e8ncia nominal:\par +---------------------------------------------+\par \'a6Tipus \'a6Incandesc\'e8ncia \'a6Fluoresc\'e8ncia \'a6\par \'LVAL% a6--------------\'a6---------------\'a6--------------\'a6\par \'a6Flux (lumens) \'a6 de 120 a 175 \'a6 de 175 a 300 \'a6\par \'a6Pot\'e8ncia (W) \'a6 <= 12 \'a6 <= 8 \'a6\par +---------------------------------------------+\par Tensi\'f3 nominal d'alimentaci\'f3: 230 V\par Freq\'fc\'e8ncia: 50 Hz\par Superf\'edcie il\'b7luminada (m2):\par +---------------------------------------------+\par \'a6Tipus \'a6Incandesc\'e8ncia \'a6Fluoresc\'e8ncia \'a6\par \'a6--------------\'a6---------------\'a6--------------\'a6\par \'a6Flux (l\'famens) \'a6 de 120 a 175 \'a6 de 175 a 300 \'a6\par \'a6S (m2) \'a6 >= 28 \'a6 >= 60 \'a6\par +---------------------------------------------+\par Autonomia (despr\'e9s de 24 h de c\'e0rrega a la tensi\'f3 nominal d'alimentaci\'f3), (UNE 20062): >= 1 h\par Grau m\'ednim de protecci\'f3 de l'envoltant (UNE 20324): IP-223\par A\'efllament (REBT): Classe II A\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par Cada llum ha de portar marcades de forma indeleble i ben visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Tensi\'f3 nominal d'alimentaci\'f3\par - Grau de protecci\'f3\par - N\'famero de model o refer\'e8ncia tipus\par - Pot\'e8ncia nominal\par - Duraci\'f3 funcionament\par Els fluorescents han d'anar marcats segons la UNE_EN 60-968:\par - Marca d'origen\par - Tensi\'f3 nominal\par - Pot\'e8ncia nominal\par - Freq\'fc\'e8ncia nominal\par Els cebadors han d'anar marcats segons l'UNE_EN 60-155:\par - Nom del fabricant\par - Refer\'e8ncia\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002LVAL\par UNE 72550:1985 Alumbrado de emergencia. Clasificaci\'f3n y definiciones.\par UNE 20062:1993 Aparatos aut\'f3nomos para el alumbrado de emergencia con l\'e1mparas de incandescencia. Prescripciones de funcionamiento.\par UNE 72551:1985 Alumbrado (de emergencia) de evacuaci\'f3n. Actuaci\'f3n.\par UNE 72552:1985 Alumbrado (de emergencia) de seguridad. Actuaci\'f3n.\par UNE 72553:1985 Alumbrado (de emergencia) de continuidad. Actuaci\'f3n.\par UNE-EN 60968:1993 L\'e1mparas con balasto propio para servicios generales de iluminaci\'f3n. Requisitos de seguridad. (Versi\'f3n oficial EN 60968:1990)\par UNE-EN 60155:1996 Arrancadores de encendido para l\'e1mparas fluorescentes (cebadores).\par UNE-EN 60928:1997 Aparatos auxiliares para l\'e1mparas. Balastos electr\'f3nicos alimentados en corriente alterna para l\'e1mparas fluorescentes tubulares. Prescripciones generales de seguridad.\par UNE-EN 60924:1994 Balastos electr\'f3nicos alimentados en corriente continua para l\'e1mparas fluorescentes tubulares. Prescripciones generales y de seguridad (versi\'f3n oficial EN 60925: 1991).\par UNE 20062:1993 Aparatos aut\'f3nomos para el alumbrado de emergencia con l\'e1mparas de incandescencia. Prescripciones de funcionamiento.\par UNE 20392:1993 Aparatos aut\'f3nomos para alumbrado de emergencia con l\'e1mparas de fluorescencia. Prescripciones de funcionamiento.\par FLUORESC\'c8NCIA:\par UNE 20392:1993 Aparatos aut\'f3nomos para alumbrado de emergencia con l\'e1mparas de fluorescencia. Prescripciones de funcionamiento.\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Part proporcional d'accessoris per a muntar llumin\'e0ries, carrils de suport per a llums, projectors o elements de control, regulaci\'f3 o encesa d\'92instal\'b7lacions d\'92il\'b7luminaci\'f3.\par CARACTER\'cdSTIQUES GENERALS:\par El material, la qualitat, les dimensions, etc. han de ser ad{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Part proporcional d'accessoris per a muntar llumin\'e0ries, carrils de suport per a llums, projectors o elements de control, regulaci\'f3 o encesa d\'92instal\'b7lacions d\'92il\'b7luminaci\'f3.\par CARACTER\'cdSTIQUES GENERALS:\par El material, la qualitat, les dimensions, etc. han de ser adequats per a les llumin\'e0ries, i no han de fer disminuir les caracter\'edstiques pr\'f2pies del conjunt de la instal\'b7laci\'f3 en cap de les seves aplicacions.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Dimensions en cm\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt d'accessoris necessaris per instal\'b7lar un llum.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVALFont d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - Font d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - 50 hz. sortida de tensi de treball 13,8 vcc. alimentaci 6a. instal.lada i comprovada. marca plana fbrega model fa-1206 o similar equivalent. H/?Gz.)@Gz.)@Gz.)@Gz.)@@t$ _0 4  ELE_SIS_IDB0FH4172Rajola cerm. vidriada,rect. 16-25 peces/m2,preu altQ@ m2B0FH4172ETB0FH4172Banc GISA Edificaci Obra NovaOO    LVALBateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x Bateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x 65 mm. (alt x llarg x ample). pes: 2,58 kg. model: dm 12-7. marca: diamec. referncia plana fbrega: ala 006001 o similar equivalent. LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent. LVALAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais oAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent. LVALAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril diAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril din de 10 espais. elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament marca auta model atf-98. LVALPlaca exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors Placa exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors i tarjeter doble. presentacio en alumini extrusionat de 130 mm. dimensions placa 262x130 mm. marca auta decor- f s3 101, d'un polsador. totalment instal.lada i encastada.?HE  B x$$$i0???? __%NAAADespeses auxiliarsDespeses auxiliarsU%NAAAINVEN.3VEN.3 0?a@a@a@a@@@ de 2 tubs, ventilador a__BED5MMY3Bomba cal.VRF, MMY-MAP3614HT8 de TOSHIBA@ UBED5MMY3ETVEN.3VEN.3 0?HzG@HzG@HzG@HzG@`s@__BEZG4001Gas refrigerant tipus R-407c i/o R-410AD@kgBEZG4001ETVEN.3VEN.3 0?Q?Q?Q?Q?s@__BHWB1001Part proprcional d'elements per a llums decoratives d'aplic=@uBHWB1001ETVEN.3VEN.3"       0? d@ d@ d@ d@@, model 2239 de , muntat sup__BH32W011BEGA 2239y@UBH32W011ETVEN.3VEN.3 0?ףp= X@ףp= X@ףp= X@ףp= X@`U@o mitjanant modde control d__BHT1U030Sensor de llum LSD@uBHT1U030ETVEN.3VEN.3 0?= ףp[@= ףp[@= ףp[@= ףp[@`U@A"__BHT1U020Modul de control DSI per a control amb polsador senzill i amb sensor de llum, fins un maxim de 25 re@uBHT1U020ETVEN.3VEN.3KAA77777333333)' 0?\(\@\(\@\(\@\(\@@__BHWB1000P.p.accessoris llum.estan.tub.fluor.G@UBHWB1000ETVEN.3VEN.3  0?)\(@)\(@)\(@)\(@@ard i un ndex dndiment del __BHU8T3D0Lmp.fluorescent tub.,T26/G13,36W,color estndard,IRC=70-85}@UBHU8T3D0ETVEN.3VEN.3"       0? ףp=H@ ףp=H@ ףp=H@ ףp=H@@e 36 W del tipus/G13, rectan__BHB17550Llumenera estanca cubeta plst. 2x36W T26/G13,rect.,polist.,reac.ferromagntica AF,IP-55@UBHB17550ETVEN.3VEN.3@66,,,,,(((((( 0?_@_@_@_@@e, model MCA-4192W, BL Basic__BH61MCA2Llumenera d'em model MCA-4195 1x2W, B@ UBH61MCA2ETVEN.3VEN.3  0?@b@@b@@b@@b@@ model MCA-4190 , BL.ST, ins__BH61MCA1Llumenera d'emergncia LED per a enllumenat antipnic, encastada en sostre, model MCA-4190 1x2W, BL.u@ UBH61MCA1ETVEN.3VEN.3KAA77777333333)' LVALTelfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'Telfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'obertura lateral que permet accionar l'obreportes sense necessitat de despenjar. s'instal" la amb cable de 4 conductors. instal" lat i comprovat. model: pe202003 LVALCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de pCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266, col.locat sota tub o canal LVALPresa de senyal de veu i dades, de tipus universal, amb connector RJ45 simple, categoria 6 UTP, amb connexi per desplaaPresa de senyal de veu i dades, de tipus universal, amb connector RJ45 simple, categoria 6 UTP, amb connexi per desplaament de l'allament, amb tapa, preu superior, encastadas, marc metall noble alumini-grafit, serie 82 de SIMON o equivalent LVALTorreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample Torreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 4 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidor LVALExcavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39Excavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39 cm d'amplria de treball i escampada de les terres sobrants mecnicament al costat del forat de plantaci, en un pendent inferior al 25 % LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge i posterior muntatge de tub d'instal.laci de climatitzacio existent, de diametre fins a 4'', amb aillament iDesmuntatge i posterior muntatge de tub d'instal.laci de climatitzacio existent, de diametre fins a 4'', amb aillament i recobriment metallic d'aillament, soldat, col.locat superficialment, s'inclou buidat d'installacio i posterior omplenat LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabadaLVAL@F9 {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de llinda de 12 a 45 cm d'ampl\'e0ria, amb peces de pedra artificial fixades amb morter.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig del nivell de la pe\'e7a\par - Col\'b7locaci\'f3 de la llinda fixada amb morter\par - Apuntalat de l'element\par - Rejuntat de les peces\par - Neteja del parament\par CONDICIONS GENERALS:\par A l'element acabat no hi ha d'haver peces esquerdades, trencades, escantonades ni tacades.\par Ha de tenir el color i la textura uniformes.\par Ha de quedar ben adherida al suport i ha de formar una superf\'edcie plana al nivell previst.\par Els extrems de la llinda s'han de recolzar en els brancals de l'obertura.\par Els junts entre les peces han d'estar reblerts amb beurada de ciment blanc i, eventualment, colorants, si la DF no especifica d'altres condicions.\par El cantell de la llinda no ha de sobresortir respecte del pla de l'acabat de la paret.\par Toler\'e0ncies d'execuci\'f3:\par - Horitzontalitat: \'b1 2 mm/m\par - Nivell: \'b1 10 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'han d'aturar els treballs si es donen les condicions seg\'fcents:\par - Temperatures inferiors a 5\'b0C\par - En exteriors: Velocitat del vent > 50 km/h, Pluja\par Si un cop realitzats els treballs es donen aquestes condicions, s'ha de revisar la feina feta 48 h abans i s'han de refer les parts afectades.\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar aba LVAL ns.\par La cara d'assentament ha de tenir la humitat necess\'e0ria per tal que no absorbeixi l'aigua del morter.\par Cada pe\'e7a s'ha de col\'b7locar a truc de maceta.\par No s'ha de desapuntalar fins al cap de 7 dies, com a m\'ednim.\par La rejuntada s'ha de fer un cop desapuntalada la llinda.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVALSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilot LVALCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armaduraCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera LVALArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, supoArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, suport de carrils, marc frontal amb targes perforades, sistema d'etiquetat, obturadors i col.lector terra/neutre, amb porta transparent, pany i clau, de dimensions 550x900x175 mm, col.locatLVAL> {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Llum estanc per a tubs fluorescents de doble casquet, muntat superficialment.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Muntades superficialment al sostre\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de la unitat d\'92obra\par - Muntatge, fixaci\'f3 i anivellament\par - Connexionat i col\'b7locaci\'f3 de les l\'e0mpades\par - Comprovaci\'f3 del funcionament\par - Retirada de l\'92obra de les restes d\'92embalatges, retalls de tubs, cables, etc.\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la fixada a la DT.\par MUNTADA SUPERFICIALMENT AL SOSTRE:\par Ha de quedar fixada s\'f2lidament, amb el sistema de fixaci\'f3 disposat pel fabricant.\par Ha d'estar connectada a la xarxa d'alimentaci\'f3 el\'e8ctrica i a la l\'ednia de terra.\par No s\'92han de transmetre esfor\'e7os entre els elements de la instal\'b7laci\'f3 el\'e8ctrica (tubs i cables) i la llumin\'e0ria.\par Els tubs fluorescents han de quedar allotjats als portal\'e0mpades i fent contacte amb aquests.\par Els cables han d\'92entrar al cos de la llumin\'e0ria pels punts previstos pel fabricant.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 20 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La col\'b7locaci\'f3 i connexionat de la llumin\'e0ria s\'92han de fer seguint les instruccions del fabricant.\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF\par S\'92ha dLVALe comprovar que les caracter\'edstiques t\'e8cniques de l\'92aparell corresponen a les especificades al projecte.\par Tots els elements s\'92han d\'92inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d\'92alterar les caracter\'edstiques de l\'92element.\par Cal comprovar la idone\'eftat de la tensi\'f3 disponible amb la de l\'92equip de la llumin\'e0ria.\par Les connexions el\'e8ctriques s\'92han de fer sense tensi\'f3 a la l\'ednia.\par Un cop instal\'b7lat l\'92equip, es procedir\'e0 a la retirada de l\'92obra de tots els materials sobrants com ara embalatges, retalls de tubs, cables, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par S\'92inclou en la partida d\'92obra el subministrament i la col\'b7locaci\'f3 de les l\'e0mpades.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }eRS @ @ @   @ @ @ @ @  @   @ @@@ @ @ @  @  @@ @ @   @ @  @  @@LJLJL LJLU LJS LJS<uLJSDLJ`LJ`8LJbLJb@LJbJ LJhLJhOLJq LJq[ LJqm LJxLJx:LJxJ LJxULJxUoLJxWLLLL8LL8DLLH LLH: LMLM8LM8@ LM8ULM8\LO LO8LO8<LO8xLO<LO 7LQ>: 7LQ@ LQ@: LQO LQO@ LQOJ zLQOO zLQ\ LQ\: LQ\H LQ\M LQ\b LQ` LQ`< LQq LQq< LQq> LQs LQs> 7LQs@ LQx zLQxU zLSrLS@rLS@:rLS@J z LS@L zLSM LSM8 LSMH LSh z LSh< z LSi zLSi8 zLSsLSs@ zLSsM LSsi zLSv LSv@ zLSvM LSvh zLSvi zLULU8LU8@Y LU8JLU:YLU:8Y LU::YLU:<YLU:J LU:MYLU:OYLU<LU<8YLU<:YLULU>8LU>:LUBLUB:LUB<YLUB>LUOLUO8 LUOxLUsLUs8Y LUs:YLUs<LUs>LUsBYLUvLUv<LUvO LWYLW:YLW:OYLW< LW<: LWB LWB8 LWL  LWL8  LWm LWm8 LWo LWoF LWs LWsB LWsL  L[L[8L[8<L[8>L[:L[:< L[:>L[:x L[<L[<< L[L[>:L[><L[>BL[k L[k8 L[k@ L[kJ L[kL L` !L`< !L`<8 ! L` !L`OB !L`OL !L`v !L`v< !LbLb<Lb<>LdU8 LdUJ5 Lf 7Lf: 7Lf:8 7Lf:: 7Lf:> 7Lf:@ 7Lf:D !Lf> 7Lf>< 7LfD 7LfD: 7 LfD< 7 LfDQ 7 LfDx 7Lh !Lh@ "Lh@8 #Lh` Lh`: LihLi<hLih Li>@h M8M88"M886"M8<DM8<8" M8<<DM8@"M8@6"M8DM8D6M:M:6M:66Mi"MiQ"MiQ:"Mx5"Mx85!Mx8D5 O6O6<  O68@OHHmQU>8@OHHmQU>8@OHHm QU>8@OHHm!QU>8@OHLmQU>8@OHLmQU>8@OHLmQU>8@OHLmQU>8@O[[m.QU>8@O[[m/QU>8@O[[m0QU>8@O[[m1QU>:>:HWm*QU>:>:HWm+QU>:>:HWm,QU>:>:HWm-QU>:@:[WmQU>:@:[WmQU>:@:[WmQU>:@:[WmQUB:88kQ*QUB:88kQ* QUB:88kQ* QUB:88kW*QUB:88kW*QUB:88kW*QUB:88k\* QUB:88k\* QUB:88k\* QUB:88kx*QUB:88kx*QUB:88kx*QUB:O8H[*QUB:O8H[*QUB:O8H[*QUB:O8H[*QUB<O8@i*QUB<O8@i*QUB<O8@i*QUB<O8@i*QUB><8S8*QUB><8S8*QUB><8S8*QUO8>:8Qm QUO8>:8Qm QUO8>:8Qm QUO8>:8Qm QUOx886:mQUOx886:mQUOx886:mQW:O>J^[QW:O>J^[QW:O>J^[QW:O>J^[ QW:O>J^xQW:O>J^xQW:O>J^xQW:O>J^xQW:O>Jkv,QW:O>Jkv-QW:O>Jkv.QW:O>Jkv/QW:O>Juu$QW:O>Juu%QW:O>Juu&QW:O>Juu'QW:O>Juv(QW:O>Juv)QW:O>Juv*QW:O>Juv+QW:O@UO^0QW:O@UO^1QW:O@UO^2QW:O@UO^3QW<:o6LQ QW<:o6LQ QW<:o6LQ QW<:o6LQ QWB8>8H6 QWB8>8H6 QWB8>8H6  QWB8>8H@  QWB8>8H@  QWB8>8H@  QWB8QF<> QWB8QF<> QWB8QF<> QWB8QF<> QWL8D@@> QWL8D@@> QWL8D@@> QWL8D@@> QWL8D@@>  QWm8L686 QWm8L686 QWm8L686 QWm8o6:6 !QWm8o6:6 "QWm8o6:6 #QWm8o6<6 $QWm8o6<6 %QWm8o6<6 &Q[8<L:8:#Q[8<L:8:$Q[8<L:8:%Q[8<L:8:&Q[8>LJ8f'Q[8>LJ8f(Q[8>LJ8f)Q[8>LJ8f*Q[8>LJ8f*Q[8>LJ8f*Q[8>LJ8f*Q[8>LJ8f* LVALInterruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de Interruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construit segons les especificacions de la norma une_en 61008, de 2 mduls din de 18 mm d'amplria, muntat en perfil din LVALAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod,Acer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldadura LVALParet estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-Paret estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-EN 771-3, col.locat amb morter de ciment prtland amb filler calcari, de dosificaci 1:0,5:4 (10 N/mm2) i amb una resistncia a compressi de la paret de 3 N/mm2 LVALCel ras de plaques de fibres vegetals fonoabsorbents, acabat fibra vegetal de viruta de fusta ablomerada amb magnesita tipus HerakustiCel ras de plaques de fibres vegetals fonoabsorbents, acabat fibra vegetal de viruta de fusta ablomerada amb magnesita tipus Herakustic o equivalent, de 60x120 cm i 35 mm de gruix, amb entramat vist lacat, amb cantell recte i suspensi autoanivelladora de barra roscadaLVALJ {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Interruptors crepusculars per al control d\'92instal\'b7lacions d\'92enllumenat, muntats en perfil DIN.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de la unitat d\'92obra\par - Col\'b7locaci\'f3 del sensor\par - Col\'b7locaci\'f3 del mecanisme\par - Execuci\'f3 de totes les connexions, tant del mecanisme com del sensor\par - Regulaci\'f3 dels par\'e0metres de funcionament\par - Retirada de l\'92obra de les restes d\'92embalatges, retalls de tubs, cables, etc.\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par COL\'b7LOCACI\'d3 DEL MECANISME:\par Cap part accessible de l'element instal\'b7lat no ha d'estar en tensi\'f3, fora dels punts de connexi\'f3.\par Els interruptors han de ser capa\'e7os de funcionar correctament en les condicions normals exigides en les normes.\par Els interruptors que admetin la regulaci\'f3 d\'92algun par\'e0metre han d\'92estar ajustats a les condicions del par\'e0metre exigides en la DT.\par Ha d\'92anar muntat sobre un perfil DIN sim\'e8tric a l\'92interior d\'92una caixa o armari. L\'92interruptor s\'92ha de subjectar pel mecanisme de fixaci\'f3 disposat per a tal fi.\par Resist\'e8ncia a la tracci\'f3 de les connexions: >= 30 N\par COL\'b7LOCACI\'d3 DEL SENSOR:\par Ha d'anar fixat s\'f2lidament al seu suport mitjan\'e7ant tacs i cargols.\par Ha d'estar connectat al circuit de control mitjan\'e7ant la pressi\'f3 de terminal, cargol i femelles.\pjLVALzar Ha de quedar amb totes les connexions fetes i en condicions de funcionament.\par S'ha de tenir cura que no hi pugui haver cap element al seu voltant que pugui enfosquir-lo o punt de llum que li doni llum directament.\par Ha de quedar en posici\'f3 vertical amb el sensor cap amunt.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Els interruptors han de muntar-se segons les indicacions del fabricant, i atenent a les especificacions dels reglaments.\par No s\'92ha de treballar amb tensi\'f3 a la xarxa. Abans de procedir a la connexi\'f3 es verificar\'e0 que els conductors estan sense tensi\'f3.\par S\'92han d\'92identificar els conductors de cada fase i neutre per a la seva correcta connexi\'f3 als borns de l\'92interruptor.\par S\'92ha de comprovar que les caracter\'edstiques de l\'92aparell corresponen a les especificades a la DT\par S\'92ha de verificar que els conductors quedin aprestats de forma segura.\par Quan la secci\'f3 dels conductors o requereixi es faran servir terminals per a fer les connexions.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par La instal\'b7laci\'f3 inclou la part proporcional de connexionats i accessoris dins dels quadres el\'e8ctrics.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Fotocontrol amb cos d'alumini fos i c\'e8l\'b7lula de sulfur de cadmi, del tipus 1 o 2, per a 125 o 220 v de tensi\'f3.\par CARACTER\'cdSTIQUES GENERALS:\par Ha de fer la funci\'f3 d'interruptor autom\'e0tic d'un circuit d\'92il\'b7luminaci\'f3.\par Ha d'estar format per un co{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Fotocontrol amb cos d'alumini fos i c\'e8l\'b7lula de sulfur de cadmi, del tipus 1 o 2, per a 125 o 220 v de tensi\'f3.\par CARACTER\'cdSTIQUES GENERALS:\par Ha de fer la funci\'f3 d'interruptor autom\'e0tic d'un circuit d\'92il\'b7luminaci\'f3.\par Ha d'estar format per un cos que cont\'e9 l'interruptor foto-el\'e8ctric, la c\'e8l\'b7lula, el circuit amplificador i el suport.\par Un cop aconseguit el valor de consigna, ha d'haver un retard en l'accionament de l'interruptor, per tal de compensar variacions accidentals del nivell llumin\'f3s.\par Valor de consigna: 50 lux\par Camp de sensibilitat: 2 - 150 lux\par Retard: >= 10 s\par Pot\'e8ncia de tall: 8 A x 220 v\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixa.\par Emmagatzematge: En llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVALRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintar LVALCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial de morter de ciment blanc, sortida de motllCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial de morter de ciment blanc, sortida de motlle, amb dos cantells en escaire, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 l LVALPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2,Paviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CG1 (UNE-EN 13888) LVALPaviment de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685,per a trfic extra intens i un pes no superiotr a 2,9 kg/mPaviment de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685,per a trfic extra intens i un pes no superiotr a 2,9 kg/m2, de Tarkett mod. Eminent o equivalent, classificaci i reacci al foc M2/Bfl s1 , collocat amb adhesiu acrlic de dispersi aquosa i soldat en calent amb cord cel.lular de dimetre 4 mm. LVALFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. o H `'s=&?)\V@Oe@9+@ǺNQ@9EGrU@ @@E45C18H4Formig p/llosa, HA-25/B/20/IIa,abocat bombat@m3E45C18H4POBanc GISA Edificaci Obra NovaVEN.3 ysnl >&?(\@)\@t?q -@`r@@EF5B23B2Tub coure recuit,DN=1/4'',g=0,80mm,soldat capil.Ag,col.canal @mEF5B23B2POProjecte del'ampliaci i reforVEN.3ysnl >&?33333n@fffff @l@fffffm@d@@EF5ABT24Distribuidor frigorfic Toshiba model RBM-BT24E`@!uEF5ABT24POProjecte del'ampliaci i reforVEN.3 ysnl >&?= ףpj@fffff @h@fffffi@d@@EF5ABT14Distribuidor frigorfic Toshiba model RBM-BT14E`@ uEF5ABT14POProjecte del'ampliaci i reforVEN.3 ysnl >&?fffffx@fffff @w@(x@d@@EF5AY305Distribuidor frigorfic Toshiba model RBM-BY305Ea@uEF5AY305POProjecte del'ampliaci i reforVEN.3ysnl >&?(\%h@fffff @33333cf@qg@d@@EF5AY205Distribuidor frigorfic Toshiba model RBM-BY205Ea@$uEF5AY205POProjecte del'ampliaci i reforVEN.3ysnl >&?p= \@fffff @Y@[@d@@EF5AY105Distribuidor frigorfic Toshiba model RBM-BY105Ea@#uEF5AY105POProjecte del'ampliaci i reforVEN.3ysnl >&?RV@fffff @S@U@d@@EF5ABY55Distribuidor frigorfic Toshiba model RBM-BY55E`@"uEF5ABY55POProjecte del'ampliaci i reforVEN.3 ysnl >&?@0r^@0r^@@U@@PPAUUCLIPartida alada abonament ntegre ajuts climatitzacio}@6paPPAUUCLIPOProjecte del'ampliaci i reforVEN.3  ysnl >&?(@S@HzG@/$(@`s@@EEZG4001Crrega gas R-407C i/o R-410AD@kgEEZG4001POProjecte del'ampliaci i reforVEN.3ysnl >&?̬r@!r@!r@m`r@@K21EF0R3Desmuntatge unitat ext.,suports sist.aire.cond.,mitjans man.,crr.man.k@uK21EF0R3POProjecte del'ampliaci i reforVEN.3#ysnl >&?̼f@H}+@= ףpUd@:Hf@s@@EH32U0BEAplic exterior BEGA 2239y@uEH32U0BEPOProjecte del'ampliaci i reforVEN.3ysnl >&?zG[@S @ףp= X@~jtZ@`U@@EHT1U030Sensor de llum exterior LSD@uEHT1U030POProjecte del'ampliaci i reforVEN.3ysnl > LVALFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire seVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5,mecanismes i ferratges ( joc de tiradors d'acer inox Pba programa 200 d.20mm, pany i clau ). LVALVidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3Vidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 4+4/8/5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges LVALVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaciVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificacVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 deBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. N0ЦLv h  Z L > 0 |"n`RD6(t@F  004EED5MMY3<<<61/*l`9@@nt002EH2D4AXY$@].HH<61/*`F@q= ף@ID001EH2D4AXX$@\.HH<61/*(@{G`@ 005E8441REGE@;qHH<61/*H.@33333@de 300012EEK91407@HH<61/*HPx@,@011EEV41210z@CHH<61/*H*@@rol d'010EEV3T32E$@BHH<61/*H@m@= ףpA@  009EG21271HD@AHH<61/*Hu@{G1@  008EE618042@HH<61/*Hu@HzW@  007EE52Q15A@HH<61/*H@fffff[@  006EEDDU071O@@HH<61/*H@z@  005EEDAD4818@?HH<61/*H@Q@   004EEDAD3618@>HH<61/*H?Gz@ 003EEDAD3018@=HH<61/*H@(\@ 002EEDAD1218@<HH<61/*H?Qݏ@ID001EEDAMD718@;HH<61/*GN@P@ 025K21EA0C2$@:HH<61/*G.@9k@ 024EFR11412*@9HH<61/*G.@33333p@  023EFQ3NBR3*@8HH<61/*G\(\6@Gz(u@ 022EFQ3NAR3*@7HH<61/*G'@(\a@   021EFQ3F9M3(@6HH<61/*Gfffff&H@ ףp=@   020EFQ3F7M3v@5HH<61/*GI@zG@  019EFQ3F5M3O@4HH<61/*G33333*@(\__@ 018EFQ3F4M3N@3HH<61/*G>@p@ 017EFQ3F3M3$@2HH<61/*GR@(\@ 016EFQ3U152Q@1HH<61/*G.@9r@ID015EF5ACAB1*@0HH<61/*G\(\6@Q w@ID014EF5ABAB1*@Q.HH<61/*G'@{Ga@ID013EF5AA6B1(@P.HH<61/*G6@fffffm@ 012EF5A86B1N@O.HH<61/*G9@p= ׻o@   011EF5A76B1*@N.HH<61/*GI@Rm{@   010EF5A66B1O@M.HH<61/*G33333*@HzZ@ID009EF5A53B1N@L.HH<61/*GR@\(w@ 008EF5A42B1Q@K.HH<61/*G>@fffffv`@   007EF5B23B2$@J.HH<61/*G?33333n@ 006EF5ABT24N@I.HH<61/*G?= ףpj@ID005EF5ABT14N@H.HH<61/*G@fffff@   004EF5AY305N@G.HH<61/*G@Q@ 003EF5AY205O@F.HH<61/*G@{Gu@ID002EF5AY105O@E.HH<61/*G@Rf@ID001EF5ABY55N@D.HH<61/*F?@  004PPAUUCLI" 1.000 1.000 C#*D#*E#*F# jj<61/*F:@fffff&t@  003EEZG4001q@C.HH<61/*F?̬r@   002K21EF0R3+@B.HH<61/*LVALZ[ {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Llums decoratius per a interiors, fixats al parament o de peu.\par S'han considerat els elements seg\'fcents:\par - Aplics.\par - Estructures multil\'e0mpades suspeses mitjan\'e7ant cables o muntades superficialment amb suports.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Llum fix:\par - Replanteig de la unitat d\'92obra\par - Muntatge, fixaci\'f3 i anivellament\par - Connexionat i col\'b7locaci\'f3 de les l\'e0mpades\par - Comprovaci\'f3 del funcionament\par - Retirada de l'obra de les restes d'embalatges, retalls de tubs, cables, etc.\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par La l\'e0mpada ha de quedar allotjada al portal\'e0mpades i fent contacte amb aquest.\par LLUM FIX:\par Ha de quedar fixat s\'f2lidament al suport, amb el sistema de fixaci\'f3 disposat pel fabricant.\par No s\'92han de transmetre esfor\'e7os entre els elements de la instal\'b7laci\'f3 el\'e8ctrica (tubs i cables) i la llumin\'e0ria.\par El cable ha de quedar subjectat per la coberta a la carcassa del projector, de manera que no es transmetin esfor\'e7os a la connexi\'f3 el\'e8ctrica.\par Ha de quedar connectat al conductor de terra mitjan\'e7ant la pressi\'f3 de terminal, cargol i femelles.\par Els conductors de l\'ednia, fases i neutre, han de quedar r\'edgidament fixats mitjan\'e7ant pressi\'f3 de cargol als borns del llum.\par Els cables han d\'92entrar al cos de la llumin\'e0ria pels punts previstos pel fabricant.\par Ha de quedar garantit el grau LVALde protecci\'f3 de la llumin\'e0ria en el punt d\'92entrada dels cables.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'ha de comprovar que les caracter\'edstiques t\'e8cniques de l'aparell corresponen a les especificades al projecte.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques de l'element.\par Cal comprovar la idone\'eftat de la tensi\'f3 disponible amb la de l\'92equip de la llumin\'e0ria.\par Un cop instal\'b7lat l'equip, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants com ara embalatges, retalls de tubs, cables, etc.\par LLUM FIX:\par La col\'b7locaci\'f3 i connexionat de la llumin\'e0ria s'han de fer seguint les instruccions del fabricant.\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par En llums col\'b7locats en caixa, no s\'92ha de muntar el llum fins que no s\'92hagi col\'b7locat la caixa de suport.\par La instal\'b7laci\'f3 el\'e8ctrica s'ha de fer sense tensi\'f3 a la l\'ednia.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par La instal\'b7laci\'f3 inclou el subministrament i col\'b7locaci\'f3 de la l\'e0mpada.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }LVALz] {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Llums decoratius adosables amb l\'e0mpades d'incandesc\'e8ncia, de pot\'e8ncia inferior o igual a 100 W i portal\'e0mpades E-14 o E-27.\par CARACTER\'cdSTIQUES GENERALS:\par Ha d'incorporar un equip el\'e8ctric complert: portal\'e0mpades, cablejat interior i regletes de connexi\'f3.\par La uni\'f3 entre el difusor i el xass\'eds ha de ser d'accionament simple, de suspensi\'f3 lateral i manipulable per una sola persona.\par El xass\'eds ha de portar orificis per a permetre la fixaci\'f3 directa al sostre, a la paret, o b\'e9 per anar susp\'e9s d'un carril portant o pendular.\par Els borns de connexi\'f3 han d'estar marcats o numerats.\par Ha de portar un born marcat de forma indeleble amb el s\'edmbol "Terra\'94\par Tots els materials a\'efllants protectors contra xocs el\'e8ctrics i que mantenen les parts actives a la posici\'f3 prevista, han de ser autoextingibles.\par La planxa ha de portar proteccions de goma per als cables que la travessen.\par En condicions de fallada, no han d'emetre flames ni gasos inflamables.\par Han de complir les condicions de rigidesa el\'e8ctrica, torsi\'f3 i resist\'e8ncia mec\'e0nica.\par Tensi\'f3 nominal d'alimentaci\'f3: 230 V\par Freq\'fc\'e8ncia: 50 Hz\par Grau m\'ednim de protecci\'f3 (UNE 20324): IP-20X\par Qualitat m\'ednima dels cables de connexi\'f3 a la xarxa d'alimentaci\'f3 (UNE 21031): Classe A05VV-F\par A\'efllament (REBT): Classe I\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par Cada llum ha de portar marcades de forma indeleble i ben visible les  LVAL( dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Tensi\'f3 nominal d'alimentaci\'f3\par - Grau de protecci\'f3\par - N\'famero de model o refer\'e8ncia tipus\par - Pot\'e8ncia nominal\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }[ @ @ @ @ @ @ @QW:O>J^[J68:W666 QW:O>J^[J68<W666QW:O>J^[LWoF:<^[QW:O>J^[LWoF:<^^QW:O>J^xJ68:W666QW:O>J^xJ68<W666QW:O>J^xLWoF:<^^QW:O>J^xLWoF:<^xQW:O>JkvJ68:W666-QW:O>JkvJ68<W666.QW:O>JkvLW:O>Jkv,QW:O>JkvLWoF:<JuuJ68:W666$QW:O>JuuJ68<W666%QW:O>JuuLW:O>J[[&QW:O>JuuLWoF:<JuvJ68:W666)QW:O>JuvJ68<W666*QW:O>JuvLW:O>J[v(QW:O>JuvLWoF:<8H6J68:W666 QWB8>8H6J68<W666  QWB8>8H6LWB8`MJ8 QWB8>8H@J68:W666  QWB8>8H@J68<W666  QWB8>8H@LWB8`MJ:  QWB8QF<>J68:W666 QWB8QF<>J68<W666 QWB8QF<>LWB8QF<> QWB8QF<>LWsB8666 QWL8D@@>J68:W666 QWL8D@@>J68<W666 QWL8D@@>LWL8D@@6  QWL8D@@>LWoFmLWsL8666 QWm8L686J68:W666 QWm8L686J68<W666 QWm8L686LWm8L686 QWm8o6:6J68:W666 "QWm8o6:6J68<W666 #QWm8o6:6LWm8o6:6 !QWm8o6<6J68:W666 %QWm8o6<6J68<W666 $QWm8o6<6LWm8o6<6 &Q[8<L:8:J68:[666%Q[8<L:8:J68<[666&Q[8<L:8:LD[@6686#Q[8<L:8:L[8<L:8:$Q[8>LJ8fJ68:[666)Q[8>LJ8fJ68<[666*Q[8>LJ8fJ68<[666*Q[8>LJ8fJ68<[666*Q[8>LJ8fJ68<[666*Q[8>LJ8fJ68<[666* LVALBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat aBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges i barra antipnic tipus push. LVALBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, fVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o alumini LVALVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell B, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o alumini LVALBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0121BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaLVALHf {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Equips de cabal variable de refrigerant.\par S\'92han considerat els seg\'fcents tipus d\'92aparells:\par - Unitats exteriors formades per bombes de calor amb o sense recuperaci\'f3 de calor\par - Regulador de recuperaci\'f3 de calor per a bombes de calor amb recuperaci\'f3\par - Unitats interiors de sostre o de tipus mural, muntades superficialment\par - Unitats interiors de tipus consola, amb o sense carcassa, muntades superficialment\par - Unitats interiors de sostre tipus cassette, encastades en fals sostre\par - Unitats interiors per a conductes muntades superficialment\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Replanteig de la unitat d\'92obra\par - Fixaci\'f3 de l\'92aparell a la bancada o al suport\par - Col\'b7locaci\'f3 de la carcassa, si \'e9s el cas\par - Connexi\'f3 a la xarxa el\'e8ctrica\par - Connexi\'f3 al circuit de control\par - Connexi\'f3 dels tubs del circuit frigor\'edfic\par - Connexi\'f3 a la xarxa de drenatge\par - Posada en marxa del equip\par - Prova de servei\par - Retirada de l'obra dels embalatges, retalls de tubs, etc.\par En els aparells connectats a conductes, a m\'e9s:\par - Connexi\'f3 al conducte\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Ha de quedar fixada s\'f2lidament a l\'92estructura de suport pels punts previstos a la documentaci\'f3 t\'e8cnica del fabricant i amb el sistema de fixaci\'f3 disposat pel fabricant. No s'han de transmetre vibLVALg racions ni sorolls a l\'92estructura de suport.\par Tots els materials que intervenen en la instal\'b7laci\'f3 han de ser compatibles entre si. Per aquest motiu, el muntatge i les connexions dels equips han d\'92estar fets amb els materials i accessoris subministrats pel fabricant, o expressament aprovats per aquest.\par Els elements de mesura, control, protecci\'f3 i maniobra s\'92han d\'92instal\'b7lar en llocs visibles i f\'e0cilment accessibles, sense necessitat de desmuntar cap part de la instal\'b7laci\'f3, particularment quan compleixin funcions de seguretat.\par Les parts de l\'92equip que necessitin operacions peri\'f2diques de manteniment han d\'92estar situades en empla\'e7aments que permetin la plena accessibilitat, atenent als requeriments m\'ednims m\'e9s exigents entre els marcats per la reglamentaci\'f3 vigent i les recomanacions del fabricant.\par Per aquells equips prove\'efts d\'92elements que per una o altre ra\'f3 hagin de quedar ocults, s\'92ha de preveure un sistema de f\'e0cil acc\'e9s per mitj\'e0 de portes, mampares, pannells o altres elements. La situaci\'f3 exacte d\'92aquests elements d\'92acc\'e9s ha de ser indicada durant la fase de muntatge i quedar\'e0 reflectida en els pl\'e0nols finals de la instal\'b7laci\'f3.\par Les parts m\'f2bils de l\'92aparell, com ara ventiladors i comportes, s\'92han de poder moure lliurement sense entrar en contacte amb elements de l\'92obra, el conducte o la pr\'f2pia instal\'b7laci\'f3.\par Ha d\'92estar connectat a la xarxa d\'92alimentaci\'f3 el\'e8ctrica, la de protecci\'f3 el\'e8ctrica, i la de control, amb cables de les seccions i tipus indicats a les instruccions t\'e8cniques del fabricant i que compleixin les especificacions fixades a les seves partides d\'92obra.\par La instal\'b7laci\'f3 el\'e8ctrica de pot\'e8ncia i la de control no poden anar sota el mateix conducte. En cas d\'92anar muntada sota una canal, aleshores han d\'92anar en compartiments diferents.\par Les connexions el\'e8ctriques han d\'92estar fetes a dintre de lesLVALh caixes de connexi\'f3.\par No ha de ser possible el contacte accidental amb les parts el\'e8ctricament actives un cop acabades les feines de muntatge.\par Els conductors de fase, el neutre i el de protecci\'f3, han de quedar r\'edgidament fixats mitjan\'e7ant pressi\'f3 de cargol als borns de connexi\'f3.\par No s\'92han de transmetre esfor\'e7os entre els elements de la instal\'b7laci\'f3 el\'e8ctrica (tubs, canals o cables) i els components de l\'92equip.\par Els cables el\'e8ctrics han d\'92entrar als aparells pels punts previstos pel fabricant.\par Les connexions dels equips i aparells a les canonades ha d\'92estar feta de manera que entre la canonada i l\'92aparell no es transmeti cap esfor\'e7, degut al propi pes i les vibracions.\par Les connexions han de ser f\'e0cilment desmuntables per tal de facilitar l'acc\'e9s a l'equip en cas de reparaci\'f3 o substituci\'f3.\par Els aparells han de funcionar sota qualsevol condici\'f3 de c\'e0rrega sense produir vibracions o sorolls inacceptables.\par La prova de servei ha d\'92estar feta.\par APARELLS CONNECTATS A CONDUCTES:\par Ha d\'92estar connectada al conducte al que d\'f3na servei. La uni\'f3 ha de ser estanca i no s\'92han de transmetre esfor\'e7os entre el conducte i l\'92equip.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par El muntatge s\'92ha de fer seguint les instruccions de la documentaci\'f3 t\'e8cnica del fabricant. S\'92ha de seguir la seq\'fc\'e8ncia de muntatge proposada pel fabricant.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d\'92alterar les caracter\'edstiques de l\'92aparell.\par S'ha de comprovar que les caracter\'edstiques t\'e8cniques de l'aparell corresponen a les especificades al projecte.\par Les connexions a les diferents xarxes de servei es faran un cop tallats els corresponents subministraments.\par Abans d'efectuar les uniLVALons, es repassaran i netejaran els extrems dels tubs per eliminar les rebabes que hi puguin haver. Els extrems de les canonades han d\'92estar preparats d\'92acord amb el sistema de connexi\'f3 que s\'92hagi de fer. Entre les dues parts de les unions s\'92ha d\'92interposar el material necessari per a la obtenci\'f3 d\'92una estanquitat perfecta i duradora, a la temperatura i pressi\'f3 de servei.\par No es retiraran les proteccions de les boques de connexi\'f3 fins que no es procedeixi a la seva uni\'f3.\par Un cop instal\'b7lat l'equip, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants com ara embalatges, retalls de tubs, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 3099/1977, de 8 de septiembre, por el que se aprueba el Reglamento de Seguridad para Plantas e Instalaciones Frigorificas.\par Real Decreto 1244/1979, de 4 de abril, por el que se aprueba el Reglamento de Aparatos a Presi\'f3n.\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par *UNE-EN 60335-1:1997 Seguridad en los aparatos electrodom\'e9sticos y an\'e1logos. Parte 1: Requisitos generales.\par\pard\par } LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaLVALП> ~ { x B ? m 7 '$Part proporcional d'elements de muntatge per a tub de coure frigoPart proporcional d'elements de muntatge per a tub de coure frigorfic de 7/8'' de dimetre nominal, per a soldar per capil.laritatAccessori per a tub de coure per a instal.lacions frigorfiques de 7/8'' de dimetre nominal, per a soldar per capil.laritatTub de coure semidur per a instal.lacions frigorfiques de 7/8'' de dimetre nominal i de gruix 1,00 mm, segons especificacions de la norma UNE-EN 12735-1Abraadora metl.lica, de 18 mm de dimetre interiorTub de coure semidur per a instal.lacions frigorfiques de 3/4'' de dimetre nominal i de gruix 1,00 mm, segons especificacions de la norma UNE-EN 12735-1Accessori per a tub de cPart proporcional d'elements de muntatge per a tub de coure frigorfic de 7/8'' de dimetre nominal, per a soldar per capil.laritatAccessori per a tub de coure per a instal.lacions frigorfiques de 7/8'' de dimetre nominal, per a soldar per capil.laritatTub de coure semidur per a instal.lacions frigorfiques de 7/8'' de dimetre nominal i de gruix 1,00 mm, segons especificacions de la norma UNE-EN 12735-1Abraadora metl.lica, de 18 mm de dimetre interiorTub de coure semidur per a instal.lacions frigorfiques de 3/4'' de dimetre nominal i de gruix 1,00 mm, segons especificacions de la norma UNE-EN 12735-1Accessori per a tub de coure per a instal.lacions frigorfiques de 3/4'' de dimetre nominal, per a soldar per capil.laritatPart proporcional d'elements de muntatge per a tub de coure frigorfic de 3/4'' de dimetre nominal, per a soldar per capil.laritatAccessori per a tub de coure per a instal.lacions frigorfiques de 5/8'' de dimetre nominal, per a soldar per capil.laritatTub de coure semidur per a instal.lacions frigorfiques de 5/8'' de dimetre nominal i de gruix 1,00 mm, segons especificacions de la norma UNE-EN 12735-1Part proporcional d'elements de muntatge per a tub de coure frigorfic de 5/8'' de dimetre nominal, per a soldar per capil.laritatAbraadora metl.lica, de 16 mm de dimetre interiorAbraadora metl.lica, de 12 mm de dimetre interiorTub de coure semidur per a instal.lacions frigorfiques de 1/2'' de dimetre nominal i de gruix 0,80 mm, segons especificacions de la norma UNE-EN 12735-1Part proporcional d'elements de muntatge per a tub de coure frigorfic de 1/2'' de dimetre nominal, per a soldar per capil.laritatAccessori per a tub de coure per a instal.lacions frigorfiques de 1/2'' de dimetre nominal, per a soldar per capil.laritatAbraadora metl.lica, de 10 mm de dimetre interiorAccessori per a tub de coure per a instal.lacions frigorfiques de 3/8'' de dimetre nominal, per a soldar per capil.laritatPart proporcional d'elements de muntatge per a tub de coure frigorfic de 3/8'' de dimetre nominal, per a soldar per capil.laritatTub de coure semidur per a instal.lacions frigorfiques de 3/8'' de dimetre nominal i de gruix 0,76 mmTub de coure recuit per a instal.lacions frigorfiques d'1/4'' de dimetre nominal i de gruix 0,80 mm, segons especificacions de la norma UNE-EN 12735-1Accessori per a tub de coure per a instal.lacions frigorfiques d'1/4'' de dimetre nominal, per a soldar per capil.laritatPart proporcional d'elements de muntatge per a tub de coure frigorfic d'1/4'' de dimetre nominal, per a soldar per capil.laritatDistribuidor frigorfic de connexi en T, en coure, amb allament, model RBM-BT24E de ToshibaDistribuidor frigorfic de connexi en T, en coure, amb allament, model RBM-BT14E de ToshibaDistribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY305E de ToshibaDistribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY205E de Toshiba LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0361BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0481BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total aUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, per a instal.lacions amb fluid frigorfic R410 A, model MMU-AP0071BH de TOSHIBA o equivalent, amb panel decoratiu, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-1000-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-800-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaciLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, installada LVALLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 horLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 hora d'autonomia, per a cobrir una superfcie aproximada de 40 m2, amb un grau de protecci IP 423, col.locat enrasat en sostre o paret, marca DAISALUX model Hydra N5S amb caixa Ref. KET Hydra KEP Hydra o equivalent LVALDosificador de sab vertical, de dimensions 118x206x68 mm, capacitat d'1,1 kg, d'acer inoxidable amb acabat satinat en Dosificador de sab vertical, de dimensions 118x206x68 mm, capacitat d'1,1 kg, d'acer inoxidable amb acabat satinat en superfcies exposades, antivandlic i amb visor de nivell de sab i clau de seguretat , col.locat amb fixacions mecniques LVALFont d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - Font d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - 50 hz. sortida de tensi de treball 13,8 vcc. alimentaci 6a. instal.lada i comprovada. marca plana fbrega model fa-1206 o similar equivalent. LVALBateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x Bateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x 65 mm. (alt x llarg x ample). pes: 2,58 kg. model: dm 12-7. marca: diamec. referncia plana fbrega: ala 006001 o similar equivalent. LVALMdul d'expansi de 8, 16 zones o 8 zones + 8 tamper per installar-lo a la central o remotament. en aquest cas, disposa d'entrada de tamper peMdul d'expansi de 8, 16 zones o 8 zones + 8 tamper per installar-lo a la central o remotament. en aquest cas, disposa d'entrada de tamper per la caixa que el contingui. alimentaci: 12 vdc, 30 ma. model: nx-216e. marca: caddx. referncia plana fbrega: ala 000255 o similar equivalent. LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent. LVALAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais oAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent.eyH >  y D * bVJ_CG EE52CONDUCTES RECTANGULARS METL.LICSPOProjecte del'ampliaci i reforp40 G EE5CONDUCTES RECTANGULARSPOProjecte del'ampliaci i reford($ G BEDDUNITATS INTERIORS DE SOSTRE DE TIPUS CASSETTE D'EQUIPS DE CABAL VARIABLE DE REFRIGERANTETProjecte del'ampliaci i reforjf G EEDDUNITATS INTERIORS DE SOSTRE DE TIPUS CASSETTE D'EQUIPS DE CABAL VARIABLE DE REFRIGERANTPOProjecte del'ampliaci i reforjf G BEDAUNITATS INTERIORS DE SOSTRE D'EQUIPS DE CABAL VARIABLE DE REFRIGERANTETProjecte del'ampliaci i reforXT G EEDAUNITATS INTERIORS DE SOSTRE D'EQUIPS DE CABAL VARIABLE DE REFRIGERANTPOProjecte del'ampliaci i reforXT G BFYRPARTS PROPORCIONALS D'ELEMENTS DE MUNTATGE PER A RECOBRIMENTS D'ALLAMENTSETProjecte del'ampliaci i refor]Y G BFWRACCESSORIS GENRICS PER A RECOBRIMENTS D'ALLAMENTSETProjecte del'ampliaci i reforFB G BFR1RECOBRIMENTS D'ALLAMENTS TRMICS DE CANONADESETProjecte del'ampliaci i refor}A= G BFRRECOBRIMENTS D'ALLAMENTSETProjecte del'ampliaci i reforg+' G EFR1RECOBRIMENTS D'ALLAMENTS TRMICS DE CANONADESPOProjecte del'ampliaci i refor}A= G EFRRECOBRIMENTS D'ALLAMENTSPOProjecte del'ampliaci i reforg+' G BFYQPARTS PROPORCIONALS D'ELEMENTS DE MUNTATGE PER A ALLAMENTS TRMICS DE TUBSETProjecte del'ampliaci i refor^Z G BFQ3ALLAMENTS TRMICS PER A TUBS AMB ESCUMES ELASTOMRIQUESETProjecte del'ampliaci i reforKG G BFQALLAMENTS TRMICS PER A TUBSETProjecte del'ampliaci i refork/+ G EFQ3ALLAMENTS TRMICS PER A TUBS AMB ESCUMES ELASTOMRIQUESPOProjecte del'ampliaci i reforKG G EFQALLAMENTS TRMICS PER A TUBSPOProjecte del'ampliaci i refork/+ G BF5ATUBS DE COURE SEMIDUR PER A INSTAL.LACIONS FRIGORIFIQUESETProjecte del'ampliaci i reforKG G BF5BTUBS DE COURE RECUIT PER A INSTAL.LACIONS FRIGORFIQUESETProjecte del'ampliaci i reforJF G BFY5PARTS PROPORCIONALS D'ELEMENTS DE MUNTATGE PER A TUBS DE COUREETProjecte del'ampliaci i reforQM G EF5BTUBS DE COURE RECUIT PER A INSTAL.LACIONS FRIGORFIQUESPOProjecte del'ampliaci i reforJF G BFW5ACCESSORIS GENRICS PER A TUBS DE COUREETProjecte del'ampliaci i reforv:6 G EF5ATUBS DE COURE SEMIDUR PER A INSTAL.LACIONS FRIGORFIQUESPOProjecte del'ampliaci i reforKG G EF5TUBS DE COUREPOProjecte del'ampliaci i refor[ G BEZGGASOS REFRIGERANTSETProjecte del'ampliaci i refora%! G BEZELEMENTS ESPECIALS PER A INSTAL.LACIONS DE CLIMATITZACI, CALEFACCI I VENTILACI MECNICAETProjecte del'ampliaci i reforlh G EEZGCRREGA DE GASOS REFRIGERANTS I OLISPOProjecte del'ampliaci i refors73 GLVAL| {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Operacions de c\'e0rrega de fluids i gasos en instal\'b7lacions de climatitzaci\'f3.\par S\'92han contemplat les partides d\'92obra seg\'fcents:\par - C\'e0rrega de fluids frigor\'edfics\par - C\'e0rrega de gasos frigor\'edfics\par - C\'e0rrega d\'92olis anticongelants per a compressors\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par C\'e0rrega de refrigerants per a instal\'b7lacions de climatitzaci\'f3:\par - Preparaci\'f3 de la zona de treball\par - Connexi\'f3 dels aparells de mesura i de c\'e0rrega\par - C\'e0rrega del refrigerant\par - Comprovaci\'f3 de la c\'e0rrega\par - Verificaci\'f3 de l\'92estanquitat\par En la c\'e0rrega dels fluids frigor\'edfics\par - Preparaci\'f3 de la zona de treball\par - Connexi\'f3 de la bombona de c\'e0rrega a la v\'e0lvula d\'92emplenada del circuit\par - Aportaci\'f3 del fluid frigor\'edfic\par - Prova de servei\par - Neteja dels possibles vessaments i retirada de les restes de materials\par En la c\'e0rrega d\'92olis anticongelants per a compressors:\par - Preparaci\'f3 de la zona de treball\par - Aportaci\'f3 de l\'92oli anticongelant\par - Prova de servei\par - Neteja dels possibles vessaments i retirada de les restes de materials\par CONDICIONS GENERALS:\par L\'92empresa que realitzi les operacions de manteniment ha de subministrar tota la documentaci\'f3 que justifiqui les operacions realitzades i que la instal\'b7laci\'f3 o el component estan en condicions de ser utilitzat. S\'92ha d\'92indicar el periode de vig\'e8ncia de la c\'e0rrega.\par Els equips han de quedaLVAL} r en condicions de funcionament.\par El fluid ha de ser compatible amb tots els elements que conformen la instal\'b7laci\'f3.\par La prova de servei ha d\'92estar feta.\par C\'c0RREGA DE FLUIDS FRIGOR\'cdFICS:\par La instal\'b7laci\'f3 ha de quedar emplenada amb la quantitat i tipus de fluid frigor\'edfic especificats a la DT.\par No hi poden haver fuites de fluid en cap punt de la instal\'b7laci\'f3.\par C\'c0RREGA D\'92OLIS ANTICONGELANTS PER A COMPRESSORS:\par El compressor ha de quedar omplert amb la quantitat i tipus d\'92oli especificat a la DT del fabricant.\par No hi poden haver fuites d\'92oli en cap dels taps d\'92omplerta o buidat, ni en cap altre part del compressor.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par L\'92empresa que realitzi les operacions de c\'e0rrega ha de tenir les autoritzacions per a manipular aquests productes.\par S'han d'aturar els treballs en cas de pluja, neu o si la velocitat del vent \'e9s superior a 50 km/h.\par La manipulaci\'f3 de les ampolles s\'92ha de fer sense perjudicar-les, evitant cops, arrossegaments, etc.\par El fluid s\'92ha d\'92introduir al circuit i als components pels punts previstos en la DT.\par S\'92han de recollir i netejar immediatament els vessaments de fluid que es produeixin.\par Un cop acabades les tasques d\'92omplerta de la instal\'b7laci\'f3 i dels components es procedir\'e0 a la retirada de l\'92obra dels bidons buits, restes de materials, etc.\par C\'c0RREGA D\'92OLIS ANTICONGELANTS PER A COMPRESSORS:\par En la substituci\'f3 de l\'92oli vell, s\'92ha de respectar el temps d\'92espera entre l\'92aturada del compressor ii la c\'e0rrega d\'92oli especificat a la DT del fabricant.\par GASOS REFRIGERANTS:\par Les operacions de c\'e0rrega s\'92han de fer seguint les instruccions de la DT del fabricant de l\'92aparell i les recomanacions de manipulaci\'f3 del fabricant del fluid.\par En cas de fuita de gas refrigerant, s\'92han d\'92aturar els treballs.\par Un cop acabades les feines de c\'e0rrega, es :LVALJcomprovar\'e0 la instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par GASOS REFRIGERANTS:\par kg de gas introdu\'eft al circuit, amidat segons les especificacions de la DT.\par FLUIDS:\par Volum de fluid que realment admet la instal\'b7laci\'f3 o el component, amidat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par\pard\par }- LVAL= {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elements auxiliars per a radiadors.\par S'han considerat els tipus seg\'fcents:\par - Taps cecs\par - Taps amb reducci\'f3\par - Purgadors manuals\par - Purgadors autom\'e0tics\par - Aixetes\par - Detectors de sortida\par CARACTER\'cdSTIQUES GENERALS:\par El material i les s{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elements auxiliars per a radiadors.\par S'han considerat els tipus seg\'fcents:\par - Taps cecs\par - Taps amb reducci\'f3\par - Purgadors manuals\par - Purgadors autom\'e0tics\par - Aixetes\par - Detectors de sortida\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a emissors (per aigua) i no han de fer disminuir, en cap cas, la seva qualitat i bon funcionament.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metre o d'altres dimensions\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }s7{|@@ @@@@@@@@@@@@@@@@@@ LHfx++++ &LHoB++++ (LJS++++@LJ`8++++V!LJb@++++VLJbJ++++ +LJhO++++ 4LJq[++++ ';LJqm++++ '3LJx:++++ 8LJxJ++++ >LJxU++++ 5LL8D++++VLLH++++ :++++ 'LQ@:++++2LQ\:++++>LQ\H++++:LQ\M++++++++8LQs>++++ 'LQs@++++1LQx++++(LS@:+++++LS@J+++++LS@L++++*LSM8++++V.LSh<++++-LSi8++++/LSs++++V,LSsM++++V-LSv++++V/LSvM++++V0LU8@++++LU8J++++LU:8++++ LU::++++ LU:<++++LU:J++++ jLU:M++++LU:O++++LU<8++++LU<:++++LU8++++LU>:++++VALUB:++++LUB<++++LUB>++++LUO8++++V>LUOx++++V;LUs8++++LUs:++++ LUs<++++V6LUs>++++VBLUsB++++LUv<++++V8LUvO++++V=LW:O++++LW<:++++%LWB8++++LWL8++++!LWm8++++#LWoF++++LWs++++L[8<++++L[8>++++L[:<++++ L[:>++++L[:x++++ jL[<<++++ L[L[k@++++ '@L[kJ++++ 'BL[kL++++ 'DL`<8++++ 'L`++++ 'L`OB++++ '!L`v++++ 'L`v<++++ 'Lb<>++++V3Lf:8++++ ' Lf::++++ ' Lf:>++++ 'Lf:@++++ 'Lf:D++++ 'Lf><++++ 'Lh@8++++ '6Li@++++VO6= 300 mm de qualsevol conductor el\'e8ctric i s'ha de procurar que passi per sota.\par La canonada que, en r\'e8gim de treball, s'escalfi, s'ha de separar de les ve\'efnes >= 250 mm.\par Les conduccions que portin aigua freda han d'anar isolades amb una barrera de vapor, igual o superior a 200 MPa m s/g\par El pas a trav\'e9s d'elements estructurals s'ha de fer amb passamurs i l'espai que quedi s'ha d'omplir amb material el\'e0stic. Els passamurs han de sobresortir >= 3 mm del parament. Dins del passamurs no hi pot quedar cap accessori.\par La canonada no pot travessar xemeneies ni conductes.\par TUBS COL\'b7LOCATS SUPERFICIALMENT:\par Els tubs han de ser accessibles. Les canonades s'han d'estendre perpendicularment o paral\'b7lelament respecte a l'estructura de l'edifici. Les horitzontals han de passar preferentment a prop del paviment o del sostre.\par La separaci\'f3 entre els tubs o entre aquests i els paraLVAL ments ha de ser >= 30 mm. Aquesta separaci\'f3 ha d'augmentar convenientment si han d'anar a\'efllats.\par Els dispositius de suport han d'estar situats de tal manera que garanteixin l'estabilitat i l'alineaci\'f3 del tub.\par Els suports s'han de fixar amb tacs i visos. Entre el suport i el tub s'ha d'interposar una anella el\'e0stica. El suport no s'ha de soldar al tub.\par No es poden transmetre esfor\'e7os entre la canonada i els elements que la suporten.\par Separaci\'f3 m\'e0xima entre suports (en metres):\par +------------------------------------------------------------+\par \'a6 \'a6 Di\'e0metre del tub (mm) \'a6\par \'a6 \'a6----------------------------------------\'a6\par \'a6 \'a6 6 - 8 \'a6 12 - 22 \'a6 28 - 54 \'a6 64 - 108 \'a6\par \'a6-------------------\'a6--------\'a6---------\'a6----------\'a6----------\'a6\par \'a6Trams verticals \'a6 <= 1,8 \'a6 <= 2,4 \'a6 <= 3 \'a6 <= 3,7 \'a6\par \'a6Trams horitzontals \'a6 <= 1,2 \'a6 <= 1,8 \'a6 <= 2,4 \'a6 <= 3 \'a6\par +------------------------------------------------------------+\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Nivell o aplomat: <= 2 mm/m, <= 15 mm/total\par TUBS ENCASTATS:\par Cal assegurar-se que el medi que l'envolta no sigui agressiu.\par Han de disposar d'un tractament anticorrosiu adequat i anar dins de beines de protecci\'f3 adequada, que permeti la lliure dilataci\'f3.\par S'han de preveure registres i el tra\'e7at amb pendent per al seu buidatge o purga.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Nivell o aplomat: <= 2 mm/m, <= 15 mm/total\par TUBS COL\'b7LOCATS A L\'92INTERIOR DE CANALS:\par El tub, o en el seu defecte l\'92a\'efllament que porti, ha de quedar subjectat a la canal mitjan\'e7ant els accessoris de fixaci\'f3 del fabricant de la canal, o en el seu defecte, amb algun mitj\'e0 expressament aprovat per aquest.\par No es poden transmetre esfor\'e7os entre la canal i el tub.\par TUBS SOTERRATS:\par Cal assegurar-seLVAL que el medi que l'envolta no sigui agressiu.\par Hauran de disposar d'un tractament anticorrosiu adequat i anar envoltades de sorra fina rentada o inert.\par S'han de preveure registres i el tra\'e7at amb pendent per al seu buidatge o purga.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques dels elements.\par Les connexions a la xarxa de servei es faran un cop tallat el subministrament.\par TUBS:\par Per a fer la uni\'f3 dels tubs no s\'92han de for\'e7ar ni deformar els extrems.\par Cada cop que s'interromp el muntatge, cal tapar els extrems oberts.\par Un cop acabada la instal\'b7laci\'f3 s'ha de netejar interiorment i fer-hi passar un dissolvent d'olis i greixos.\par TUBS COL\'b7LOCATS A L\'92INTERIOR DE CANALS:\par En canals tancades, la base ha d\'92estar col\'b7locada en tot el seu recorregut abans de la col\'b7locaci\'f3 del tub.\par En canals obertes, els accessoris de fixaci\'f3 del tub i que alhora suporten la tapa de la canal han d\'92estar col\'b7locats abans de la col\'b7locaci\'f3 del tub.\par Es tindr\'e0 cura de no malmetre la canal durant les operacions de soldeig i de muntatge del tub.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par TUBS:\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par La normativa ha de ser l'espec\'edfica a l'\'fas a qu\'e8 es destina.\par\pard\par }H  ! 4P0?)\(?)\(?)\(?)\(?r@/8'' de dimetreinal, per a __BFY5A4B0Pp.elem.munt.p/tub Cu frigorfic,DN=3/8'',p/soldar capil.lar.@ j UBFY5A4B0ETVEN.3VEN.3$       0?Q?Q?Q?Q?r@e nominal i de g 0,76 mm"  __BF5A4200Tub coure semid.DN=3/8'',g=0,76mmi@j MBF5A4200ETVEN.3VEN.3 0?Gz?Gz?Gz?Gz?`r@nominal i de gru,80 mm, sego__BF5B2300Tub coure recuit DN=1/4'',g=0,80mm@j MBF5B2300ETVEN.3VEN.3  0?(\?(\?(\?(\?`r@dimetre nominalr a soldar p__BFW5A2B0Accessori p/tub Cu frigorfic,DN=1/4'',p/soldar capil.lar.}@j UBFW5A2B0ETVEN.3VEN.3!            0?q= ףp?q= ףp?q= ףp?q= ףp?`r@4'' de dimetre nal, per a s__BFY5A2B0Pp.elem.munt.p/tub Cu frigorfic,DN=1/4'',p/soldar capil.lar.@j UBFY5A2B0ETVEN.3VEN.3$       0?l@l@l@l@@' ()*+, - . 123456__BFW5BT24Distribuidor frigorfic de connexi en T, en coure, amb allament, model RBM-BT24E de Toshiba_@j UBFW5BT24ETVEN.3VEN.3D::00000,,,,,,"  0?h@h@h@h@@BM-BT14E de Tosh__BFW5BT14Distribuidor frigorfic de connexi en T, en coure, amb allament, model RBM-BT14E de Toshiba`@j UBFW5BT14ETVEN.3VEN.3E;;11111------#! 0?h@h@h@h@@@L`PfPf-tIYZFEF5AY30ibuidor frigorfic Toshi__BFW5Y305Distribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY305E de Toshibaa@j uBFW5Y305ETVEN.3VEN.3F<<22222......$" 0?33333cf@33333cf@33333cf@33333cf@@__BFW5Y205Distribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY205E de Toshibaa@j uBFW5Y205ETVEN.3VEN.3F<<22222......$" 0?Y@Y@Y@Y@@' ()*+, - . 123456__BFW5Y105Distribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY105E de Toshibaa@uBFW5Y105ETVEN.3VEN.3F<<22222......$" 0?S@S@S@S@@@Y55E de Tosh__BFW5BY55Distribuidor frigorfic de connexi en Y, en coure, amb allament, model RBM-BY55E de Toshiba`@uBFW5BY55ETVEN.3VEN.3E;;11111------#! LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat dPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALBigueta i revolt per a sostre de 20+5 cm, amb revolt de morter de ciment i biguetes de formig pretesat de Bigueta i revolt per a sostre de 20+5 cm, amb revolt de morter de ciment i biguetes de formig pretesat de 17 a 18 cm d'alria, intereixos 0,7 m, llum <5 m, de moment flector ltim 57,5 kNm per m d'amplria de sostre LVALSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilotLVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat dPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, supoArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, suport de carrils, marc frontal amb targes perforades, sistema d'etiquetat, obturadors i col.lector terra/neutre, amb porta transparent, pany i clau, de dimensions 550x900x175 mm, col.locat LVALParet estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-Paret estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-EN 771-3, col.locat amb morter de ciment prtland amb filler calcari, de dosificaci 1:0,5:4 (10 N/mm2) i amb una resistncia a compressi de la paret de 3 N/mm2 LVALAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre voAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintar LVALPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2,Paviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CG1 (UNE-EN 13888) LVALPaviment de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685,per a trfic extra intens i un pes no superiotr a 2,9 kg/mPaviment de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685,per a trfic extra intens i un pes no superiotr a 2,9 kg/m2, de Tarkett mod. Eminent o equivalent, classificaci i reacci al foc M2/Bfl s1 , collocat amb adhesiu acrlic de dispersi aquosa i soldat en calent amb cord cel.lular de dimetre 4 mm. LVALScol de material sinttic, sorra i pols de marbre aglomerats amb resines de polister de 7 cm dScol de material sinttic, sorra i pols de marbre aglomerats amb resines de polister de 7 cm d'alria i 7 mm de gruix, de color llis, tipus Trusplas o equivalent, col.locat amb morter adhesiu6RX\ ` d dddddddddddddddddddddddddddddddddddd h  l  p  t x$|(,048<333333?EF5A53B1BFW5A5B0@@:53-(& 333333?ʡE??333333?EF5AA6B1B0A71C00@@:53-(& RQ?9#J{@?RQ?EF5A86B1BF5A8600@@:53-(& 333333?"~j??333333?EF5A86B1BFW5A8B0@@:53-(& 333333???333333?EF5A86B1BFY5A8B0@@:53-(& Q?䃞ͪ@?Q?EF5A86B1A012M000@@:53-(& ?;On???EF5A86B1B0A71900@@:53-(& Q?>W[@?Q?EF5A86B1A013M000@@:53-(& 333333???333333?EF5A76B1BFY5A7B0@@:53-(& 333333?Q??333333?EF5A76B1BFW5A7B0@@:53-(& RQ?Af@?RQ?EF5A76B1BF5A7600@@:53-(& ? rh???EF5A76B1B0A71700@@:53-(& )\(?:o6860L[><o686L[>Bo68@L[>Bo6:6L[k8o6@6`L[k@o6:> L[k@o866kL[kJo686 L[kLo686 L`<8:B88 L`<8<@88 L`>6 :L`O<8>>8 ?L`O<8>>: >L`O<8>>< HL`O<mJ`f #L`O>866> L`O>86DH KL`OB:B:6 L`OLo66@ L`v<8666 L`v<8666 Lb<>B>:6Q_LdU8o668 ULdUJo:QDanLf:8<66@ ]KLf:8<86: ]ILf:8Jm<: ]FLf::8^<< ]@Lf::H ]CLf:>f:6J OLf:@@::H ]NLf:D:686  Lf><>BD6 ])LfD::B^^ ]LfD<88m> ]+LfD<H>mi ],LfD<H>mk ]/LfD<o68: ]LfDQ88bb ]LfDx8866 ]$LfDxQ8B8 ]Lh@8o668QLh@8o66: ILh`:o668\7Lh`:o66:\6>\FLh`:o>6@\KLh`:oJ68\=Lh`:oJ6:\BLh`:oJ6<\ELh`:oS68\Lh`:oS6:\Lh`:oS6<\Li@od^QaM8868:66M8868:66DM8868:66`M8868:66 M8868:66 M886@J66 M8<88886eM8<888:6=M8<888:6MM8<888:6RM8<888:6 M8<8@686`M8<8@686` M8<8@686`M8<8@686֦M8<8@686JM8<8@686 M8<8@6:6`M8<8B8O6OM8<<@6F6LM8<<J6<6A"M8<<J6[6֥M8<<J6[6IM8@68D66dM8@6<666`M8@6<666~M8@6UH66 CM8D68866M8D68866M8D68866$M8D68866)M8D6>866 M8D6W666>M:668666M:66<666`TM:66D666M:66D666aM:66D666/M:66L666!M:66L6660M:66M666`M:66W666 M:66f666.M:66f666AM:66f666M:66k666&M:66k666M:66k666\3MiQ:<666`Mx8D:666Mx8D:666O6B8aoO6D68>B8 O6D68>B8 ?O6D68B>8O6D68B>8O6D68B>8O6D68B>8QGO6D68B>8 #O6D68F:8A9O6D68F:8BO6D68F:8 O6D68H88QHO6D6J>O8O6D6J>O8aO6D6J>O8VO6D6J>O8gO6D6J>O8O6D6J>O8O6D6J>O8 YO6D6JFL8$O6D6JFL8QO6D6JFL8 rO6DD8688O6DJJ666O6D[8866a{O6D[8866a}O6L:J866O6L:J866 O6L:J866O6L:J866O6L:J866+O6L:J8664O6L:J866AO6L:J866O6L<>88M>`$O6L<>8MBAOB888688 $OB888688 $ LVALVidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3Vidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 4+4/8/5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges LVALVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaciVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificacVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 deBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat aBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges i barra antipnic tipus push. LVALBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALVidre allant de dos vidres laminars de seguretat incolors, amb classificaci de resistncia a l'impacte manual niveVidre allant de dos vidres laminars de seguretat incolors, amb classificaci de resistncia a l'impacte manual nivell A, de 5+5 mm i 4+4 mm de gruix, i cambra d'aire de 8 mm, col.locat amb llist de vidre sobre fusta, acer o alumini. LVALBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0121BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0361BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0481BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total aUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, per a instal.lacions amb fluid frigorfic R410 A, model MMU-AP0071BH de TOSHIBA o equivalent, amb panel decoratiu, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada !  @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ 8>^S8@8:8UBm8UBm8UBm G8UBm 2 Q:8iQ::8Q::8<Q:::Q::: h Q::>Q::>Q::@Q::@Q:>: Q:iJ 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\:8O\:8QE\:8QE\:8QE\:8Q R\:8UE\:8UE\:8WE\:8hE\:8hE \:8x \>@i\@xi\D[@`\FDFa\FDFffJ6ffJ6ffJ6 ffJ6 ffJoffJoffJoffJo ffJo R4  @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ QM8@` QM8@QM8@ QM8@ QM8U` QM8U`QM8\ QMx< QMx< QO88a QO88QO8@aQO<@a QO<@QO@8aQODSQODS QQ>: $QQ@: QQB8 QQO@ QQOJ QQOJ QQOJ QQOJ  QQOJ  QQOO  QQOO QQOO QQOO QQ\: QQ\: QQ\: $QQ\H QQ\H QQ\H $QQ\H $QQ\M QQ\M QQ\b hQQ`< $QQq< QQq< $QQq< $QQq> QQxU RQS@J RQS@J RQS@J RQS@J R QS@J R QS@J R QS@J QS@J QS@J QS@J QS@J QS@J QS@J QS@J QS@L R QSM8QSMH hQSh< QSh< QSh< QSh< QSh< QSh< QSh< QSh< QSi8 QU8@lQU8@lQU8@ QU8J QU:8lQU:8lQU:8 QU::lQU:: QU:<l QU:JLQU:MlQU:Ol QU<8lQU<8l QU<8QU<8QU<:lQU<:lQU8 QU>8(QU>8(QU>8(QU>8(QU>: QU>:(QUB:(QUB:(QUB:(QUB:(QUB:( QUB<( QUB>( QUO8QUOxQW:OQW:OQW:OQW:OQW:OLQW:OL QW<: RQWB8QWB8QWB8 QWL8 QWm8 QWm8 RQWm8 2Q[8<Q[8>Q[:<Q[:>Q[:x hQ[<<Q[:Q[>< Q[>B Q[>BQ`<8 #Q`<8 #Q`O8 Q`O8 Q`O< #Q`O< #Q`O< #Q`O< #Q`O< # Q`O< Q`O> # Q`O> # Q`OB Q`OL #Qb<>Qf:8 Qf:8 Qf:8 Qf:: Qf:: Qf:> Qf:@ Qf:D #Qf>< $ QfD< $ QfD< QfD< QfD< QfDQ $QfDx $QfDx $ QfDx $ QfDx Qh@8 G Qh@8 G Qh`: 2Qh`: 2Qh`: 2Qh`: 2 Qh`: 2 Qh`: 2 Qh`:LQh`:LQh`:LQh`:LQi@SiB>UO@Wa \8BF\:8>\:8>E\:8> \:8B\:8B\:8B\:8B \:8B \:8F\:8F\:8F \:8F\:8F \:8H \:8H \:8H\:8H\:8H G\:8J\:8J\:8J\:8J\:8JE \:8L\:8L\:8LL\:8O \:8O\:8QE\:8QE\:8QE\:8Q R\:8Q \:8UE\:8UE\:8WE\:8hE\:8hE \:8x \>@i\>U: G\@xi\D[@`\FDFa\FDF\HL< \v6< hffJ6ffJ6ffJ6 ffJ6 ffJoffJoffJoffJoffJo ffJo RffJo GffJo #ffJo ffJo 2ffJo 2 LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-1000-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-800-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALTub de coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat perTub de coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat sota canal per a fluids i subjectat amb el sistema de grapes de la canal LVALLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaciLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, installada LVALLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica i 230 V de tensi d'alimentLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCP TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, anoratge OD-3160 (4P), installada LVALLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 horLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 hora d'autonomia, per a cobrir una superfcie aproximada de 40 m2, amb un grau de protecci IP 423, col.locat enrasat en sostre o paret, marca DAISALUX model Hydra N5S amb caixa Ref. KET Hydra KEP Hydra o equivalent LVALFont d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - Font d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - 50 hz. sortida de tensi de treball 13,8 vcc. alimentaci 6a. instal.lada i comprovada. marca plana fbrega model fa-1206 o similar equivalent. LVALBateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x Bateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x 65 mm. (alt x llarg x ample). pes: 2,58 kg. model: dm 12-7. marca: diamec. referncia plana fbrega: ala 006001 o similar equivalent.LVAL^  {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Tub de coure recuit per a instal.lacions frigor\'edfiques.\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par El tub ha de ser rod\'f3, llis, ben net de dins i de fora, i sense defectes apreciables. Els extrems han d'acabar amb un tall perpendicular a l'eix i sense rebaves.\par Els tubs han d\'92estar lliures de defectes que puguin ser perjudicials per al seu \'fas.\par TUBS SEGONS LES ESPECIFICACIONS DE LA NORMA UNE-EN 12735:\par La designaci\'f3 del tub ha de constar de:\par - La denominaci\'f3 (tub de coure)\par - El n\'famero d\'92aquesta norma europea (EN 12735-1)\par - La designaci\'f3 de l\'92estat de tractament segons la norma UNE-EN 12735-1\par - Les dimensions nominals de la secci\'f3 transversal: di\'e0metre exterior x gruix nominal\par Composici\'f3 del material:\par - Cu+Ag: => 99,90%\par - F\'f2sfor: 0,015% =< P =< 0,040%\par Aquest tipus de coure es denomina, indistintament, com Cu-DHP o CW024A.\par Caracter\'edstiques mec\'e0niques:\par - Resist\'e8ncia a la tracci\'f3: => 220 Mpa\par - LVALAllargament: => 40%\par - Duresa (HV 5): 40 a 70\par Les caracter\'edstiques geom\'e8triques dels tubs, aix\'ed com les seves toler\'e0ncies s\'92han de mantenir dintre dels par\'e0metres especificats per la norma UNE-EN 12735-1.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Els tubs es poden subministrar en rotlles de 25 m o 50 m.\par S\'92han de subministrar amb els extrems tapats de manera que es mantinguin les condicions de netedat interna del tub en les condicions normals de manipulaci\'f3 i emmagatzematge.\par Emmagatzematge: En llocs protegits contra els impactes, en posici\'f3 plana sobre superf\'edcies planes.\par TUBS SEGONS LES ESPECIFICACIONS DE LA NORMA UNE-EN 12735:\par Cada embalatge a d\'92indicar, com a m\'ednim la seg\'fcent informaci\'f3 de manera llegible i indeleble:\par - El n\'famero d\'92aquesta norma europea (EN 12735-1)\par - Mides nominals de la secci\'f3 transversal: di\'e0metre exterior x gruix de la paret\par - Quantitat\par - Estat de tractament\par - Marca d\'92identificaci\'f3 del fabricant\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE-EN 12735-1:2001 Cobre y aleaciones de cobre. Tubos redondos de cobre, sin soldadura, para aire acondicionado y refrigeraci\'f3n. Parte 1: Tubos para canalizaciones.\par\pard\par } LVALMdul d'expansi de 8, 16 zones o 8 zones + 8 tamper per installar-lo a la central o remotament. en aquest cas, disposa d'entrada de tamper peMdul d'expansi de 8, 16 zones o 8 zones + 8 tamper per installar-lo a la central o remotament. en aquest cas, disposa d'entrada de tamper per la caixa que el contingui. alimentaci: 12 vdc, 30 ma. model: nx-216e. marca: caddx. referncia plana fbrega: ala 000255 o similar equivalent. LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent. LVALAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais oAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent. LVALAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril diAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril din de 10 espais. elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament marca auta model atf-98. LVALPlaca exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors Placa exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors i tarjeter doble. presentacio en alumini extrusionat de 130 mm. dimensions placa 262x130 mm. marca auta decor- f s3 101, d'un polsador. totalment instal.lada i encastada. t . Zl:&?(\#@HzG@ǘ@a4/#@r@@EFQ3F5M3Allament escuma elast.p/canon.fredes,Dext.tub=15mm,G=19,0mm,Dint.all.=17mm,dific.alt,superf.k@@mEFQ3F5M3POProjecte del'ampliaci i reforVEN.3;11ysnl >&?"@HzG@#~j<@5^I B"@r@@EFQ3F4M3Allament escuma elast.p/canon.fredes,Dext.tub=12mm,G=19,0mm,Dint.all.=14mm,dific.alt,superf.k@?mEFQ3F4M3POProjecte del'ampliaci i reforVEN.3;11ysnl >&?p= #!@(\o@B @\m @r@@EFQ3F3M3Allament escuma elast.p/canon.fredes,Dext.tub=10mm,G=19,0mm,Dint.all.=12mm,dific.alt,superf.k@>mEFQ3F3M3POProjecte del'ampliaci i reforVEN.3;11ysnl >&?Gz@ ףp= @=U@io@r@@EFQ3U152Allament trmic escuma elastom.p/tub 3/8'',g=19mm i d.int.=18mm,dif.mitj col.superf.@mEFQ3U152POProjecte del'ampliaci i reforVEN.33))ysnl >&?q= ףp3@ ףp= @8EGr9(@:H2@@@EF5ACAB1Tub coure semid.,DN=1'' 5/8,g=1,25mm,soldat capil.Ag,col.superf.@mEF5ACAB1POProjecte del'ampliaci i reforVEN.3ysnl >&?= ףp}0@zG@47#@o_0@@@EF5ABAB1Tub coure semid.,DN=1'' 3/8,g=1,25mm,soldat capil.Ag,col.superf.@mEF5ABAB1POProjecte del'ampliaci i reforVEN.3ysnl >&?R(@Q@Zd;@`"(@r@@EF5AA6B1Tub coure semid.,DN=1'' 1/8,g=1,00mm,soldat capil.Ag,col.superf.@mEF5AA6B1POProjecte del'ampliaci i reforVEN.3ysnl >&? ףp= %@HzG@k+ݓ@Y8m$@r@@EF5A86B1Tub coure semid.,DN=7/8'',g=1,00mm,soldat capil.Ag,col.superf.@mEF5A86B1POProjecte del'ampliaci i reforVEN.3ysnl >&?Gz#@ףp= @=,Ԛ@ h"lx#@r@@EF5A76B1Tub coure semid.,DN=3/4'',g=1,00mm,soldat capil.Ag,col.superf.@mEF5A76B1POProjecte del'ampliaci i reforVEN.3ysnl >&?(\!@fffff@z6>@:pΈ @r@@EF5A66B1Tub coure semid.,DN=5/8'',g=1,00mm,soldat capil.Ag,col.superf.@mEF5A66B1POProjecte del'ampliaci i reforVEN.3ysnl >&?)\( @fffff@ׁ @`TR'`@r@@EF5A53B1Tub coure semid.,DN=1/2'',g=0,80mm,soldat capil.Ag,col.superf.@mEF5A53B1POProjecte del'ampliaci i reforVEN.3ysnl >&? ףp= @ ףp= @(\?(\u@r@@EF5A42B1Tub coure semid.,DN=3/8'',g=0,76mm soldat capil.Ag,col.superf.@mEF5A42B1POProjecte del'ampliaci i reforVEN.3ysnl >LVAL8b  {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Tubs de coure semidur per a instal.lacions frigor\'edfiques.\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par El tub ha de ser recte, rod\'f3, llis, ben net de dins i de fora, i sense defectes apreciables. Els extrems han d'acabar amb un tall perpendicular a l'eix i sense rebaves.\par Els tubs han d\'92estar lliures de defectes que puguin ser perjudicials per al seu \'fas.\par TUBS SEGONS LES ESPECIFICACIONS DE LA NORMA UNE-EN 12735:\par La designaci\'f3 del tub ha de constar de:\par - La denominaci\'f3 (tub de coure)\par - El n\'famero d\'92aquesta norma europea (EN 12735-1)\par - La designaci\'f3 de l\'92estat de tractament segons la norma UNE-EN 12735-1\par - Les dimensions nominals de la secci\'f3 transversal: di\'e0metre exterior x gruix nominal\par Composici\'f3 del material:\par - Cu+Ag: => 99,90%\par - F\'f2sfor: 0,015% =< P =< 0,040%\par Aquest tipus de coure es denomina, indistintament, com Cu-DHP o CW024A.\par Caracter\'edstiques mec\'e0niques:\par - Resist\'e8ncia a la tracci\'f3: => 250 MLVALpa\par - Allargament: => 30%\par - Duresa (HV 5): 75 a 100\par Les caracter\'edstiques geom\'e8triques dels tubs, aix\'ed com les seves toler\'e0ncies s\'92han de mantenir dintre dels par\'e0metres especificats per la norma UNE-EN 12735-1.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En barres de 3 m, 5 m o 6 m. Han d\'92estar embalats en lots de les mateixes mides i estat de tractament.\par S\'92han de subministrar amb els extrems tapats de manera que es mantinguin les condicions de netedat interna del tub en les condicions normals de manipulaci\'f3 i emmagatzematge.\par Emmagatzematge: En llocs protegits contra els impactes. S'han d'apilar horitzontalment i paral\'b7lelament sobre superf\'edcies planes.\par TUBS SEGONS LES ESPECIFICACIONS DE LA NORMA UNE-EN 12735:\par Cada embalatge a d\'92indicar, com a m\'ednim la seg\'fcent informaci\'f3 de manera llegible i indeleble:\par - El n\'famero d\'92aquesta norma europea (EN 12735-1)\par - Mides nominals de la secci\'f3 transversal: di\'e0metre exterior x gruix de la paret\par - Quantitat\par - Estat de tractament\par - Marca d\'92identificaci\'f3 del fabricant\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE-EN 12735-1:2001 Cobre y aleaciones de cobre. Tubos redondos de cobre, sin soldadura, para aire acondicionado y refrigeraci\'f3n. Parte 1: Tubos para canalizaciones.\par\pard\par }vH w $ ^(E0?@@@@r@ dimetre nominaer a soldar __BFW5A7B0Accessori p/tub Cu frigorfic,DN=3/4'',p/soldar capil.lar.~@j UBFW5A7B0ETVEN.3VEN.3!            0?????r@__BFY5A7B0Pp.elem.munt.p/tub Cu frigorfic,DN=3/4'',p/soldar capil.lar.@j UBFY5A7B0ETVEN.3VEN.3$       0?Q?Q?Q?Q?r@ __BFW5A6B0Accessori p/tub Cu frigorfic,DN=5/8'',p/soldar capil.lar.~@j UBFW5A6B0ETVEN.3VEN.3!            0?{Gz @{Gz @{Gz @{Gz @r@A"__BF5A6600Tub coure semid.DN=5/8'',g=1,00mm@j MBF5A6600ETVEN.3VEN.3 0?ffffff?ffffff?ffffff?ffffff?r@' ()*+, - . 123456__BFY5A6B0Pp.elem.munt.p/tub Cu frigorfic,DN=5/8'',p/soldar capil.lar.@j UBFY5A6B0ETVEN.3VEN.3$       0?(\?(\?(\?(\?r@' ()*+, - . 123456__B0A71600Abraadora metl.,d/int.=16mm6@j UB0A71600ETVEN.3VEN.3 0?Q?Q?Q?Q?r@__B0A71400Abraadora metl.,d/int.=12mm6@j UB0A71400ETVEN.3VEN.3 0? ףp= @ ףp= @ ףp= @ ףp= @r@e nominal i de g 0,80 mm, se__BF5A5300Tub coure semid.DN=1/2'',g=0,80mm@j MBF5A5300ETVEN.3VEN.3 0? ףp= ? ףp= ? ףp= ? ףp= ?r@/2'' de dimetreinal, per a __BFY5A5B0Pp.elem.munt.p/tub Cu frigorfic,DN=1/2'',p/soldar capil.lar.@ j UBFY5A5B0ETVEN.3VEN.3$       0?Q?Q?Q?Q?r@ dimetre nominaer a soldar __BFW5A5B0Accessori p/tub Cu frigorfic,DN=1/2'',p/soldar capil.lar.~@ j UBFW5A5B0ETVEN.3VEN.3!            0?Q?Q?Q?Q?r@l  -.!@#$$%  __B0A71300Abraadora metl.,d/int.=10mm6@ j UB0A71300ETVEN.3VEN.3 0?ffffff?ffffff?ffffff?ffffff?r@ dimetre nominaer a soldar __BFW5A4B0Accessori p/tub Cu frigorfic,DN=3/8'',p/soldar capil.lar.~@ j UBFW5A4B0ETVEN.3VEN.3!            LVALTelfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'Telfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'obertura lateral que permet accionar l'obreportes sense necessitat de despenjar. s'instal" la amb cable de 4 conductors. instal" lat i comprovat. model: pe202003 LVALCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de pCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266, col.locat sota tub o canal LVALPresa de senyal de veu i dades, de tipus universal, amb connector RJ45 simple, categoria 6 UTP, amb connexi per desplaaPresa de senyal de veu i dades, de tipus universal, amb connector RJ45 simple, categoria 6 UTP, amb connexi per desplaament de l'allament, amb tapa, preu superior, encastadas, marc metall noble alumini-grafit, serie 82 de SIMON o equivalent LVALMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidor LVALTorreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample Torreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 4 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidor LVALEmissor de xarxa de dades per a punts d'accs sense fils, certificaci wifi, per a una velocitat de 54 mbps d'acoEmissor de xarxa de dades per a punts d'accs sense fils, certificaci wifi, per a una velocitat de 54 mbps d'acord amb la norma ieee 802.11g. marca orinoco ap-700 wireless access point 802.11b/g proxim o similar equivalent. LVALExcavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39Excavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39 cm d'amplria de treball i escampada de les terres sobrants mecnicament al costat del forat de plantaci, en un pendent inferior al 25 % LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i apDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i aplec del material per a la seva reutilitzaci i crrega manual de runa sobre cami o contenidor, amb grau de dificultat mitj LVALReparaci puntual de terrat a la catalana, amb substituci de peces trencades i soltes, fins un mxim del 2Reparaci puntual de terrat a la catalana, amb substituci de peces trencades i soltes, fins un mxim del 25 % i rejuntat amb morter asfltic, crrega manual de runa sobre cami o contenidor i transport a l'abocador LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de foPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabadaWLVALgPartida alada d'abonament ntegre per a l'arrenjament de la installaci d'escomesa d'aigua existent sota la cambra sanitria, amb substituci de tub existent per tub de PP-R del dimetre adecuat, i claPartida alada d'abonament ntegre per a l'arrenjament de la installaci d'escomesa d'aigua existent sota la cambra sanitria, amb substituci de tub existent per tub de PP-R del dimetre adecuat, i clau de tall d'esfera, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabadaLVAL <?xml version="1.0" encoding="ISO-8859-1" ?><XMLFUNCTIONCALL><NAME>kwvnqooiv||</NAME><PARAMS 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n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  a' t='i' c='YZ'><P n='waR ' t='q'>YX</P><P n='k0 S   XX' t='{'>}lq</P><P n='k0 S   XY' t='{'>}nq</P><P n='n  R' t='{'>} S " q  9  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^ LVALSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilot LVALCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armaduraCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera LVALArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, supoArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, suport de carrils, marc frontal amb targes perforades, sistema d'etiquetat, obturadors i col.lector terra/neutre, amb porta transparent, pany i clau, de dimensions 550x900x175 mm, col.locat LVALInterruptor automtic magnetotrmic de 6 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tall Interruptor automtic magnetotrmic de 6 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tall segons UNE-EN 60898 i de 10 kA de poder de tall segons UNE-EN 60947-2, de 2 mduls DIN de 18 mm d'amplria, muntat en perfil DIN LVALInterruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil dinH  V  w"X"0?Q@Q@Q@Q@@  P     __BFY5ABB0Pp.elem.munt.p/tub Cu frigorfic,DN=1'' 3/8,p/soldar capil.lar.@ UBFY5ABB0ETVEN.3VEN.3& 0?zG?zG?zG?zG?@  P     __B0A71E00Abraadora metl.,d/int.=32mm6@ UB0A71E00ETVEN.3VEN.3 0?(\?(\?(\?(\?r@__B0A71C00Abraadora metl.,d/int.=28mm6@ UB0A71C00ETVEN.3VEN.3 0?\(\?\(\?\(\?\(\?r@' 1/8 de dimetrminal, per a__BFY5AAB0Pp.elem.munt.p/tub Cu frigorfic,DN=1'' 1/8,p/soldar capil.lar.@ UBFY5AAB0ETVEN.3VEN.3& 0?333333@333333@333333@333333@r@re nominal i de x 1,00 mm, s__BF5AA600Tub coure semid.DN=1'' 1/8,g=1,00mm@ MBF5AA600ETVEN.3VEN.3  0?ףp= @ףp= @ףp= @ףp= @r@e dimetre nominper a soldar__BFW5AAB0Accessori p/tub Cu frigorfic,DN=1'' 1/8,p/soldar capil.lar.@ UBFW5AAB0ETVEN.3VEN.3#       0? ףp= ? ףp= ? ףp= ? ףp= ?r@l  ЁЇ  __B0A71900Abraadora metl.,d/int.=22mm6@ UB0A71900ETVEN.3VEN.3 0?????r@/8'' de dimetreinal, per a __BFY5A8B0Pp.elem.munt.p/tub Cu frigorfic,DN=7/8'',p/soldar capil.lar.@j UBFY5A8B0ETVEN.3VEN.3$       0?Gz?Gz?Gz?Gz?r@ dimetre nominaer a soldar __BFW5A8B0Accessori p/tub Cu frigorfic,DN=7/8'',p/soldar capil.lar.~@j UBFW5A8B0ETVEN.3VEN.3!            0?Gz@Gz@Gz@Gz@r@e nominal i de g 1,00 mm, se__BF5A8600Tub coure semid.DN=7/8'',g=1,00mm@j MBF5A8600ETVEN.3VEN.3 0?(\?(\?(\?(\?r@__B0A71700Abraadora metl.,d/int.=18mm6@j UB0A71700ETVEN.3VEN.3 0?HzG@HzG@HzG@HzG@r@e nominal i de g 1,00 mm, se__BF5A7600Tub coure semid.DN=3/4'',g=1,00mm@j MBF5A7600ETVEN.3VEN.3 LVALInterruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de Interruptor diferencial de la classe ac, gamma terciari, de 40 a d'intensitat nominal, bipolar (2p), de 0,03 a de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construit segons les especificacions de la norma une_en 61008, de 2 mduls din de 18 mm d'amplria, muntat en perfil din LVALInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot deInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplria, muntat en perfil DIN LVAL(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per d(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per dispar en pia inclos armari metalic complert tipus prisma o equivalent amb porta i clau, homologat, collocat superficialment, totalment installat LVALParet estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-Paret estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-EN 771-3, col.locat amb morter de ciment prtland amb filler calcari, de dosificaci 1:0,5:4 (10 N/mm2) i amb una resistncia a compressi de la paret de 3 N/mm2 LVALLinia de vida sistema travspring o equivalent formada per conjunt d'ancoratges d'extrem amb anella rpida, absorvidor d'energia tot d'aLinia de vida sistema travspring o equivalent formada per conjunt d'ancoratges d'extrem amb anella rpida, absorvidor d'energia tot d'acer inoxidable, suport intermig d'cuproalumi,i cable fiador d'acer galvanitzat de d.8 mm., ancorat amb fixacions mecniques, col.locada.LVALK( 6  G B }3Formaci de conducte rectangular de planxa d'acerFormaci de conducte rectangular de planxa d'acer galvanitzat, de 1,2 mm de gruix, amb uni baionetaSuport estndard per a conducte rectangular metl.lic, preu altAccessori per a recobriment d'allaments trmics de canonades d'alumini, de 100 mm de dimetre i 0,6 mm de gruixRecobriment d'allaments trmics de canonades, d'alumini, de 100 mm de dimetre i 0,6 mm de gruixPart proporcional d'elements de muntatge per a allament trmic de canonades fredes amb escumes elastomriques, de 15 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 17 mmAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 15 mm de dimetre exterior, de 19,0 mm de gruix de mitjana, amb un dimetre interior aproximat de l'allament de 17 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al focPart proporcional d'elements de muntatge per a allament trmic de canonades fredes amb escumes elastomriques, de 12 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 14 mmAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 12 mm de dimetre exterior, de 19,0 mm de gruix de mitjana, amb un dimetre interior aproximat de l'allament de 14 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al focPart proporcional d'elements de muntatge per a allament trmic de canonades fredes amb escumes elastomriques, de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 12 mmAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix de mitjana, amb un dimetre interior aproximat de l'allament de 12 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al focPart proporcional d'elements de muntatge per a allament trmic amb escumes elastomriques, per a tub de dimetre 3/8'', de 19 mm de gruix i 18 mm de dimetre interiorAllament trmic d'escuma elastomrica per a tub de dimetre 3/8'', de 19 mm de gruix i 18 mm de dimetre interior, amb una conductivitat trmica a 0 C de 0,035 W/mCAccessori per a tub de coure per a instal.lacions frigorfiques d'1'' 5/8 de dimetre nominal, per a soldar per capil.laritatPart proporcional d'elements de muntatge per a tub de coure frigorfic d'1'' 5/8 de dimetre nominal, per a soldar per capil.laritatTub de coure semidur per a instal.lacions frigorfiques d'1'' 5/8 de dimetre nominal i de gruix 1,25 mm, segons especificacions de la norma UNE-EN 12735-1Abraadora metl.lica, de 42 mm de dimetre interiorTub de coure semidur per a instal.lacions frigorfiques d'1'' 3/8 de dimetre nominal i de gruix 1,25 mm, segons especificacions de la norma UNE-EN 12735-1Accessori per a tub de coure per a instal.lacions frigorfiques d'1'' 3/8 de dimetre nominal, per a soldar per capil.laritatPart proporcional d'elements de muntatge per a tub de coure frigorfic d'1'' 3/8 de dimetre nominal, per a soldar per capil.laritatAbraadora metl.lica, de 32 mm de dimetre interiorAbraadora metl.lica, de 28 mm de dimetre interiorPart proporcional d'elements de muntatge per a tub de coure frigorfic d'1'' 1/8 de dimetre nominal, per a soldar per capil.laritatTub de coure semidur per a instal.lacions frigorfiques d'1'' 1/8 de dimetre nominal i de gruix 1,00 mm, segons especificacions de la norma UNE-EN 12735-1Accessori per a tub de coure per a instal.lacions frigorfiques d'1'' 1/8 de dimetre nominal, per a soldar per capil.laritatAbraadora metl.lica, de 22 mm de dimetre interior LVALRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintar LVALCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial de morter de ciment blanc, sortida de motllCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial de morter de ciment blanc, sortida de motlle, amb dos cantells en escaire, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 l LVALCoronament de paret de 13 a 17,5 cm de gruix, amb pedra calcrea natural, buixardada, amb dos cCoronament de paret de 13 a 17,5 cm de gruix, amb pedra calcrea natural, buixardada, amb dos cantells en escaire, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 l LVALRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morteRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruix LVALPaviment de PVC Tancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, cTancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau.Paviment de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685,per a trfic extra intens i un pes no superiotr a 2,9 kg/m2, de Tarkett moTancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau. LVALBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. Balconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. Balconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. BalconeraBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. Balconera AL.3 d'alumini lacat plata natBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.  ]ЬX\ ` d  h  l  p  t x$|(,048<012M000@@:53-(& 333333?V-o@?333333?EFQ3NBR3A013M000@@:53-(& 333333?$C @?333333?EFQ3NBR3A012M000@@:53-(& p= ף?䃞ͪO@?p= ף?EFQ3F9M3A013M000@@:53-(& RQ?@?RQ?EFQ3F9M3BFQ3F9M0@@:53-(& p= ף?k @?p= ף?EFQ3F9M3A012M000@@:53-(& ?Q???EFQ3F9M3BFYQF9M0@@:53-(& ?Q???EFQ3NAR3BFYQNAR0@@:53-(& Q?58EGr @?Q?EFQ3NAR3A012M000@@:53-(& RQ?N@a@?RQ?EFQ3NAR3BFQ3NAR0@@:53-(& Q??@?Q?EFQ3NAR3A013M000@@:53-(& ?Q@??EFQ3F7M3A012M000@@:53-(& ?Hz@??EFQ3F7M3A013M000@@:53-(& RQ?[ A@?RQ?EFQ3F7M3BFQ3F7M0@@:53-(& ?Gz???EFQ3F7M3BFYQF7M0@@:53-(& Q?䃞ͪ@?Q?EFQ3F5M3A012M000@@:53-(& Q?>W[@?Q?EFQ3F5M3A013M000@@:53-(& RQ?V}b@?RQ?EFQ3F5M3BFQ3F5M0@@:53-(& ?Q???EFQ3F5M3BFYQF5M0@@:53-(& Q?䃞ͪ@?Q?EFQ3F4M3A012M000@@:53-(& Q?>W[@?Q?EFQ3F4M3A013M000@@:53-(& RQ?x& @?RQ?EFQ3F4M3BFQ3F4M0@@:53-(& ?HzG???EFQ3F4M3BFYQF4M0@@:53-(& q= ףp?3@?q= ףp?EFQ3F3M3A013M000@@:53-(& RQ?p_Q@?RQ?EFQ3F3M3BFQ3F3M0@@:53-(& q= ףp?鷯@?q= ףp?EFQ3F3M3A012M000@@:53-(& ?zG???EFQ3F3M3BFYQF3M0@@:53-(& RQ? @?RQ?EFQ3U152BFQ3U150@@:53-(& {Gz?ZӼ??{Gz?EFQ3U152A012M000@@:53-(& ?Gz???EFQ3U152BFYQU150@@:53-(& {Gz?ZӼ @?{Gz?EF5ACAB1A012M000@@:53-(& {Gz?St$@?{Gz?EF5ACAB1A013M000@@:53-(& 333333?Q??333333?EF5ACAB1B0A71G00@@:53-(& RQ?гY#@?RQ?EF5ACAB1BF5ACA00@@:53-(& 333333?Gz??333333?EF5ACAB1BFY5ACB0@@:53-(& 333333?= ףp=??333333?EF5ACAB1BFW5ACB0@@:53-(& (\?k @?(\?EF5ABAB1A013M000@@:53-(& 333333?T㥛 ??333333?EF5ABAB1B0A71E00@@:53-(& (\? cZ @?(\?EF5ABAB1A012M000@@:53-(& 333333?MbX??333333?EF5ABAB1BFY5ABB0@@:53-(& 333333?Mb??333333?EF5ABAB1BFW5ABB0@@:53-(& RQ?Af @?RQ?EF5ABAB1BF5ABA00@@:53-(& 333333?S㥛??333333?EF5AA6B1BFW5AAB0@@:53-(& RQ?9v@?RQ?EF5AA6B1BF5AA600@@:53-(& 333333?7A`??333333?EF5AA6B1BFY5AAB0@@:53-(& p= ף?䃞ͪO@?p= ף?EF5AA6B1A013M000@@:53-(& p= ף?k @?p= ף?EF5AA6B1A012M000@@:53-(& LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler dePorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALPeric de pas i tapa fixa, de 45x45x50 cm de mides interiors, amb paret de 15 cm de gruix de ma calat de Peric de pas i tapa fixa, de 45x45x50 cm de mides interiors, amb paret de 15 cm de gruix de ma calat de 290x140x100 mm, arrebossada i lliscada per dins amb morter 1:2:10, sobre solera de formig en massa de 10 cm LVALBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0121BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0361BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0481BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada.H o 9 PFT0? ףp= ? ףp= ? ףp= ? ףp= ?r@@0        __BFYQF4M0Pp.elem.munt.p/all.trm.canon.fred.escum.elastoms.,Dext.tub.12mm,G=19,0mm@ UBFYQF4M0ETVEN.3VEN.0? ףp= ? ףp= ? ףp= ? ףp= ?r@@0        __BFYQF4M0Pp.elem.munt.p/all.trm.canon.fred.escum.elastoms.,Dext.tub.12mm,G=19,0mm@ UBFYQF4M0ETVEN.3VEN.31''  0? @ @ @ @r@+(,*-+.-     __BFQ3F4M0Allament escuma elast.p/canon.fredes,Dext.tub=12mm,g=19,0mm,Dint.all.=14mm7@ MBFQ3F4M0ETVEN.3VEN.33)) 0?Q?Q?Q?Q?r@s fredes amb esc elastomriq__BFYQF3M0Pp.elem.munt.p/all.trm.canon.fred.escum.elastoms.,Dext.tub.10mm,G=19,0mm@ UBFYQF3M0ETVEN.3VEN.31''  0?ףp= @ףp= @ףp= @ףp= @r@es d'acer o cour 10 mm de di__BFQ3F3M0Allament escuma elast.p/canon.fredes,Dext.tub=10mm,g=19,0mm,Dint.all.=12mm7@ MBFQ3F3M0ETVEN.3VEN.33)) 0?Q @Q @Q @Q @r@m  p@ p @    __BFQ3U150Allament escuma elastomrica,p/tub d3/8'',g=19mm,dint=18mm,conduct.=0.035W/mC@ MBFQ3U150ETVEN.3VEN.36,,""""" 0?ffffff@ffffff@ffffff@ffffff@@ @@__BFW5ACB0Accessori p/tub Cu frigorfic,DN=1'' 5/8,p/soldar capil.lar.@ UBFW5ACB0ETVEN.3VEN.3#       0? @ @ @ @@__BFY5ACB0Pp.elem.munt.p/tub Cu frigorfic,DN=1'' 5/8,p/soldar capil.lar.@ UBFY5ACB0ETVEN.3VEN.3& 0?Q8#@Q8#@Q8#@Q8#@@__BF5ACA00Tub coure semid.DN=1'' 5/8,g=1,25mm@ MBF5ACA00ETVEN.3VEN.3  0?????@A"__B0A71G00Abraadora metl.,d/int.=42mm6@ UB0A71G00ETVEN.3VEN.3 0?Gz @Gz @Gz @Gz @@__BF5ABA00Tub coure semid.DN=1'' 3/8,g=1,25mm@ MBF5ABA00ETVEN.3VEN.3  0?RQ@RQ@RQ@RQ@@A"__BFW5ABB0Accessori p/tub Cu frigorfic,DN=1'' 3/8,p/soldar capil.lar.@ UBFW5ABB0ETVEN.3VEN.3#       LVALUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total aUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, per a instal.lacions amb fluid frigorfic R410 A, model MMU-AP0071BH de TOSHIBA o equivalent, amb panel decoratiu, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-1000-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-800-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALTub de coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat perTub de coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat sota canal per a fluids i subjectat amb el sistema de grapes de la canal LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 12 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaciLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, installada LVALLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica i 230 V de tensi d'alimentLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCP TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, anoratge OD-3160 (4P), installada LVALLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, ancoratge OD-3160 (4P), installada LVALLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 horLlumenera d'emergncia i senyalitzaci rectangular amb difusor de policarbonat i cos d'ABS, amb lmpada fluorescent de 8 W de potncia i lmpada de senyalitzaci incandescent, flux aproximat de 210 lumens i 1 hora d'autonomia, per a cobrir una superfcie aproximada de 40 m2, amb un grau de protecci IP 423, col.locat enrasat en sostre o paret, marca DAISALUX model Hydra N5S amb caixa Ref. KET Hydra KEP Hydra o equivalent LVALLlumenera estanca amb difusor cubeta de plstic amb 2 fluorescents de 36 W del tipus T26/G13, rectangular, aLlumenera estanca amb difusor cubeta de plstic amb 2 fluorescents de 36 W del tipus T26/G13, rectangular, amb xasss polister, reactncia ferromagntica, factor de potncia AF,IP-55, muntada superficialment al sostreLVAL}  {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Col\'b7locaci\'f3 d'a\'efllament t\'e8rmic de conduccions.\par S'han considerat els materials seg\'fcents:\par - Tubs r\'edgids de llana de vidre aglomerada amb resines termoestables oberts per una generatriu\par - Tubs amb escumes elastom\'e8riques\par - Tubs r\'edgids de poliestir\'e8 expandit formats per dues peces amb els dos extrems longitudinals encadellats\par - Tub flexible de polietil\'e8 expandit i obert per una generatriu\par - Tubs r\'edgids de llana de roca aglomerada amb resines fen\'f2liques, oberts per una generatriu\par S'han considerat els graus de dificultat de muntatge seg\'fcents:\par - Grau baix, que correspon a una xarxa de trams llargs, amb pocs accessoris i situada un llocs f\'e0cilment accessibles (muntants, etc.)\par - Grau mitj\'e0, que correspon a una xarxa equilibrada en trams lineals i amb accessoris (distribucions d'aigua, gas, calefacci\'f3, etc.)\par - Grau alt, que correspon a una xarxa amb predomini d'accessoris sobre trams rectes (sala de calderes, escalfadors, etc.)\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par S'ha de col\'b7locar en contacte continuat amb tota la superf\'edcie del tub, sense cap compressi\'f3 que en redueixi el gruix.\par L\'92a\'efllament ha d'estar col\'b7locat de manera que no interfereixi amb els \'f2rgans de comandament de les v\'e0lvules i d'altres accessoris de la instal\'b7laci\'f3.\par En a\'efllaments amb escumes elastom\'e8riques, en la uni\'f3, les camises ve\'efnes s'han d'enganxar entre ellesLVAL( i han de quedar a pressi\'f3.\par En a\'efllaments amb poliestir\'e8 expandit, les peces s'uneixen entre s\'ed pels extrems longitudinals encadellats. La uni\'f3 per testa amb les peces ve\'efnes s'ha de realitzar a tocar.\par En a\'efllaments amb polietil\'e8 expandit, s'han d'enganxar entre ells els llavis del tall longitudinal, aix\'ed com la uni\'f3 de camises ve\'efnes, que han de quedar a compressi\'f3.\par La temperatura de la superf\'edcie exterior, en funcionament, ha de ser <= 15\'b0C per sobre de la temperatura ambient.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de col\'b7locar la camisa, s'ha de netejar la superf\'edcie del tub de brosses, d'\'f2xids o d'altres elements i s'hi ha d'aplicar una pintura antioxidant si no t\'e9 cap protecci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par\pard\par }LVAL}  {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par A\'efllaments t\'e8rmics amb escumes elastom\'e8riques per a tubs d'aigua freda o calenta.\par CARACTER\'cdSTIQUES GENERALS:\par La superf\'edcie ha de ser llisa i a la secci\'f3 s'han d'apreciar els alveols propis de l'escuma.\par El material de l'a\'efllament no ha de contenir subst\'e0ncies en la que es puguin desenvolupar microorganismes.\par No ha de despendre olors a la temperatura a la que estar\'e0 sotm\'e8s.\par No patir\'e0 deformacions com a conseq\'fc\'e8ncia de la temperatura ni degut a una acumulaci\'f3 accidental del condensat.\par Llarg\'e0ria: 2 m\par Conductivitat t\'e8rmica a 20\'b0C: <= 0,041 W/m K\par Temperatures d'\'fas d'a\'efllaments per a tubs freds: >= 10\'b0C\par Temperatures d'\'fas d'a\'efllaments per a tubs calents: 40\'b0C - 65\'b0C\par Reacci\'f3 contra el foc (UNE 53-127): Autoextingible\par Les caracter\'edstiques anteriors es determinaran segons el RITE "Reglamento de Instalaciones T\'e9rmicas en los Edificios".\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Embalats en paquets.\par Emmagatzematge: Apilats horitzontalment sobre superf\'edcies planes, protegits contra les pluges, les humitats i els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi LVAL \'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par UNE 53127:1966 Inflamabilidad de las espumas y l\'e1minas de pl\'e1stico.\par\pard\par } LVALFont d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - Font d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - 50 hz. sortida de tensi de treball 13,8 vcc. alimentaci 6a. instal.lada i comprovada. marca plana fbrega model fa-1206 o similar equivalent. LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent. LVALAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais oAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent. LVALAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril diAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril din de 10 espais. elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament marca auta model atf-98. LVALPlaca exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors Placa exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors i tarjeter doble. presentacio en alumini extrusionat de 130 mm. dimensions placa 262x130 mm. marca auta decor- f s3 101, d'un polsador. totalment instal.lada i encastada. LVALTelfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'Telfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'obertura lateral que permet accionar l'obreportes sense necessitat de despenjar. s'instal" la amb cable de 4 conductors. instal" lat i comprovat. model: pe202003 LVALCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de pCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266, col.locat sota tub o canal LVALPresa de senyal de veu i dades, de tipus universal, amb connector RJ45 simple, categoria 6 UTP, amb connexi per desplaaPresa de senyal de veu i dades, de tipus universal, amb connector RJ45 simple, categoria 6 UTP, amb connexi per desplaament de l'allament, amb tapa, preu superior, encastadas, marc metall noble alumini-grafit, serie 82 de SIMON o equivalent LVALMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidor LVALTorreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample Torreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 4 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidor LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i apDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i aplec del material per a la seva reutilitzaci i crrega manual de runa sobre cami o contenidor, amb grau de dificultat mitj LVALArrencada d'instal.laci d'aire condicionat amb conductes, per a cada unitat de 100 m2 de superArrencada d'instal.laci d'aire condicionat amb conductes, per a cada unitat de 100 m2 de superfcie servida per la instal.laci, amb mitjans manuals i crrega manual sobre cami o contenidor@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@      QU>:>:HW(QU>:@:[W QUB:88kQ(QUB:88kW(QUB:88k\(QUB:88kx(QUB:O8H[( QUB<O8@i( QUB><8S8( 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TQU8@8L::*)QU8@8L::**QU8@8L::*+QU8@8L::*,QU8Jo6<6mQU8Jo6<6mQU8Jo6<6mQU:868Bi QU:868Bi QU:868Bi QU:868Bi QU:8:D8W*/QU:8:D8W*0QU:8:D8W*1QU:8:D8W*2QU:8:F8W*!QU:8:F8W*"QU:8:F8W*#QU:8:F8W*$QU:::@88*QU:::@88*QU:::@88*QU:::@88*QU::WF88 ]QU::WF88 ]QU::WF88 ]QU:<6<6WQU:<6<6WQU:<6<6WQU:<6<6WQU:J8H6:QU:J8H6:QU:J8H6:\QU:J8H6:\QU:M8<6J*-QU:M8<6J*.QU:M8<6JQU:M8<6JQU:M8<6JQU:OH>6JQU:OH>6JQU:OH>6JQU:OH>6JQU<8U<6B QU<8U<6B QU<8U<6B QU<8W>6B QU<8W>6BQU<8W>6BQU<8W@6BQU<8W@6BQU<8W@6B QU<8[D6B!QU<8[D6B"QU<8[D6B#QU<:H:6BQU<:H:6BQU<:H:6BQU<:H<6BQU<:H<6BQU<:H<6BQU<:H<6B QU6:Q^QU6:mQU6:mQU6:mQU>8@O@Dm"QU>8@O@Dm#QU>8@O@Dm$QU>8@O@Dm%QU>8@O@Mm&QU>8@O@Mm'QU>8@O@Mm(QU>8@O@Mm) LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat dPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabadaH Ё( :  M>=0?@@@@@__B89ZPE00Pintura plstica,p/ext."Pintura plstica per a exteriorskgB89ZPE00ETB89ZPE00Banc GISA Edificaci Obra NovaVEN.3^TT       0?@3@@3@@3@@3@@lcari i sorra derera de pedr__B0312500Sorra pedra granit. 0-3,5 mm4@ tB0312500ETB0312500Banc GISA Edificaci Obra NovaVEN.3?55 0?(\Q@%C3@)\(?<,ԚfH@I&‚Q@@@i i sorra derera__D0391311Sorra-ciment s/addit.,200kg/m3 prtland+fill.calc.,form.165l@ m3D0391311ECD0391311Banc GISA Edificaci Obra NovaVEN.3aWW      "0?Q@Q@Q@Q@@iddenDescriptiormatInputMa__B9E11200Panot gris 20x20x2,5cm,cl.1a,preu alt1@ m2B9E11200ETB9E11200Banc GISA Edificaci Obra NovaVEN.3J@@ 0????@ntats verticalmeoldats sobre__B0A2U160Porta metl.lica, formada per muntants de tub 100.40.1.5 separats 60 mm, muntats verticalment soldat@ uB0A2U160INVEN.3VEN.3KAA77777333333)'0?ףp= W6@ףp= W6@ףp= W6@ףp= W6@ @ula='Element'nt ats sobre pl__A012F000Oficial 1a manyOficial 1a manyhA012F000EMVEN.3VEN.3  0?Q4@Q4@Q4@Q4@ @ @'Element'nt ats sobre pl__A013F000Ajudant manyAjudant manyhA013F000EMVEN.3VEN.3 0?W@W@W@W@@@erticalment ats __B0A2U165Tanca metl.lica h=155 cm, galvanitzat en calent@ mB0A2U165ETVEN.3VEN.3   0?(\?(\?(\?(\?@ categoria I, se norma UNE-E__B0E244F1Bloc morter ciment foradat llis 400x200x150mm,p/revest.,categoria I,UNE-EN 771-3t@7uB0E244F1ETB0E244F1Banc GISA Edificaci Obra NovaVEN.3sii---## 0?$@$@$@@A"__B7AF5UTUBMuntant tubular d'alumini lacat plata natural mate de 60x50 mm@@ mB7AF5UTUBINVEN.3VEN.3'0?L9@L9@L9@@s, preu alt, de m de gruix "__BOG1U001Pedra calcria nacional amb l'acabat del tall natural i de formes irregulars, preu alt, de 20 mm de l@'m2BOG1U001INVEN.3VEN.3MCC99999555555+'Ie'F . + P S [ U]aa!$>F EABTANCAMENTS PRACTICABLES D'ACER EN PERFILS LAMINATS, COL.LOCADESPOConsultori local a Pla de SantQM G B0CJPLANXES D'ALUMINIINReforma CAP 'El Castell' . Cas`$ G E86BREVESTIMENTS AMB PLANXA D'ALUMINIPOReforma CAP 'El Castell' . Casp40 G BQ51TAULELLS DE PEDRA NATURALINPROJECTE CAP SANITAT.TARRAGONAh,( G BQ5TAULELLSINPROJECTE CAP SANITAT.TARRAGONAV G BQMATERIALS PER A EQUIPAMENTS FIXOSINPROJECTE CAP SANITAT.TARRAGONAm1- G EQ51TAULELLS DE PEDRA NATURALPOPROJECTE CAP SANITAT.TARRAGONAh,( G EQ5TAULELLSPOPROJECTE CAP SANITAT.TARRAGONAV G EQEQUIPAMENTSPOPROJECTE CAP SANITAT.TARRAGONAW G EAVPERSIANESPOBanc GISA Edificaci Obra NovaW G EAVTPERSIANES CONTNUES DE TEIXITPOBanc GISA Edificaci Obra Noval0, G BAVPERSIANES I PROTECCIONS SOLARSINBanc GISA Edificaci Obra Noval0, G BAVTPERSIANES CONTNUES DE TEIXITETBanc GISA Edificaci Obra Noval0, G E9BPAVIMENTS DE PEDRA NATURALPOBanc GISA Edificaci Obra Novah,( G E9B3PAVIMENTS DE PEDRA CALCRIAPOBanc GISA Edificaci Obra Novaj.* G K4GESTRUCTURES DE MAONERIAPOBanc_GISA_Rehabilitaci_2008_vf*& G K4G2PARETS DE MAONERIAPOBanc_GISA_Rehabilitaci_2008_vb&" G D6ELEMENTS COMPOSTOS PER A TANCAMENTS I DIVISRIESECBanc_GISA_Rehabilitaci_2008_v|@< G D61PARETS DE MAONERIAECBanc_GISA_Rehabilitaci_2008_va%! G D611PEDRES PER A PARETS DE MAONERIAECBanc_GISA_Rehabilitaci_2008_vo3/ G E9EPAVIMENTS DE PANOT I RAJOLA HIDRULICAPOBanc GISA Edificaci Obra Novat84 G E9E1PAVIMENTS DE PANOTPOBanc GISA Edificaci Obra Novaa%! G D03GRANULATSECBanc GISA Edificaci Obra NovaW G D039SORRES-CIMENTECBanc GISA Edificaci Obra Nova\  G B9EMATERIALS PER A PAVIMENTS DE PANOTS I MOSAICS HIDRULICSETBanc GISA Edificaci Obra NovaJF G B9E1PANOTSETBanc GISA Edificaci Obra NovaU G B0A2TELES METL.LIQUES I PLASTIQUESINMagatzem logstic. Hospital Unn2. G F6A1REIXATSPOMagatzem logstic. Hospital UnV G F6ATANCAMENTS METL.LICSPOMagatzem logstic. Hospital Unc'# G F6TANCAMENTS I DIVISRIESPOMagatzem logstic. Hospital Unc'# G B7AF5FAMLIA 7AF5INVEN.3* G BOG1FAMLIA OG1INVEN.3( G K9B3PAVIMENTS DE PEDRA CALCRIAPOBanc_GISA_Rehabilitaci_2008_vj.* GLVAL"  {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de paviment amb llambordins o peces de pedra natural.\par S'han considerat els materials i les formes de col\'b7locaci\'f3 seg\'fcents:\par - Paviment de llambordins o lloses col\'b7locats amb morter i junts reblerts amb beurada de ciment\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par En paviments de lloses col\'b7locats amb morter:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de la base de morter\par - Humectaci\'f3 i col\'b7locaci\'f3 de les peces\par - Humectaci\'f3 de la superf\'edcie\par - Rebliment dels junts amb beurada de ciment\par - Neteja de l'exc\'e9s de beurada\par - Protecci\'f3 del morter de la base i cura\par CONDICIONS GENERALS:\par El paviment ha de formar una superf\'edcie plana, uniforme i s'ha d'ajustar a les alineacions i a les rasants previstes.\par Les peces han de quedar ben assentades, amb la cara m\'e9s polida o m\'e9s ample a dalt.\par Les peces han d\'92estar disposades formant alineacions rectes, segons l\'92especejament definit en la DT.\par Les peces han de quedar ben adherides al suport.\par Els junts han de quedar plens de material de reblert.\par Excepte en les zones classificades com d\'92\'fas restringit pel CTE no s\'92admetran les discontinu\'eftats seg\'fcents en el propi paviment ni en els encontres d\'92aquest amb altres elements:\par - Imperfeccions o irregularitats que suposin una difer\'e8ncia de nivell de m\'e9s de 6 mm\par - Els desnivells que no superin els 50 mm s\'92han de resoldre amb una pendent qLVAL ue no excedeixi del 25%\par - En les zones interiors de circulaci\'f3 de persones, no presentar\'e0 perforacions o forats pels que es pugui introduir una esfera de 15 mm de di\'e0metre\par Pendent transversal (paviments exteriors): >= 2%, <= 8%\par PAVIMENT DE LLOSES:\par En el paviment no hi ha d'haver peces trencades, escantonades, tacades ni amb d'altres defectes superficials.\par Junts entre les peces:\par - Peces rejuntades amb morter: >= 5 mm\par - Peces rejuntades amb beurada: <= 1,5 mm\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 10 mm\par - Planor: \'b1 4 mm/2 m\par - Celles:\par - Paviments interiors: <= 1 mm\par - Paviments exteriors: <= 2 mm\par - Rectitud dels junts: \'b1 3 mm/2 m\par PAVIMENTS COL\'b7LOCATS AMB MORTER:\par S'han de respectar els junts propis del suport.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par La superf\'edcie del suport ha de ser neta i humida.\par El paviment no s'ha de trepitjar durant les 24 h seg\'fcents a la seva col\'b7locaci\'f3.\par COL\'b7LOCACI\'d3 AMB MORTER I JUNTS REBLERTS AMB BEURADA:\par S'han de suspendre els treballs quan la temperatura sigui < 5\'b0C.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin l'aigua del morter.\par Les lloses s'han de col\'b7locar sobre una base de morter de ciment >= 2,5 cm de gruix.\par Un cop col\'b7locades les peces s'han de regar per aconseguir l'adormiment del morter de base.\par Despr\'e9s s'han de reblir els junts amb la beurada.\par JUNTS REBLERTS AMB MORTER O BEURADA:\par En exteriors, la superf\'edcie ha de mantenir-se humida durant les 72 h seg\'fcents.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie executada d'acord amb les especificacions de la DT, amb deducci\'f3 de la superf\'edcie corresponent a Obertures interiors, d'acord amb els criteris seg\'fcents:\par Paviments exteriors:\par - Obertures d'1,5 m2 , com a m\'e0xim: no es dedueixen\par - Obertures de mes d'1,5 m2: es dedueix LVAL xen al 100%\par Paviments interiors:\par - Obertures d'1,00 m2 , com a m\'e0xim: no es dedueixen\par - Obertures de mes d'1,00 m2: es dedueixen al 100%\par Aquests criteris inclouen l'acabament espec\'edfic dels acords a les vores, sense que comporti l'\'fas de materials diferents d'aquells que normalment conformen la unitat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }H 8 p lJ Ya/?ffffff@ffffff@ffffff@ffffff@`r@ 100 mm de dimei 0,6 mm de __BFWR1141Accessori p/recob.all.canonada,alum.,DN=100mm,g=00?ffffff@ffffff@ffffff@ffffff@`r@ 100 mm de dimei 0,6 mm de __BFWR1141Accessori p/recob.all.canonada,alum.,DN=100mm,g=0,6mmr@ UBFWR1141ETVEN.3VEN.3      0?\(\@\(\@\(\@\(\@`r@etre i 0,6 mm deix" __BFR11410Recobriment allam.canon.,alum.,D=100mm,g=0,6mmc@ MBFR11410ETVEN.3VEN.3   0?Gz"@Gz"@Gz"@Gz"@@2 mm de dimetreerior, de 25__BFQ3NBR0Allament escuma elast.s/halgens,Dext.tub=42mm,g=25mm,Dint.all.=44mm@ MBFQ3NBR0ETVEN.3VEN.3-##   0?????@ens, per a canon de 42 mm de__BFYQNBR0Pp.elem.munt.p/all.trm.s/halgens,Dext.tub=42mm,G=25mm@ UBFYQNBR0ETVEN.3VEN.3      0?)\(@)\(@)\(@)\(@@5 mm de dimetreerior, de 25__BFQ3NAR0Allament escuma elast.s/halgens,Dext.tub=35mm,g=25mm,Dint.all.=37mm@ MBFQ3NAR0ETVEN.3VEN.3-##   0?\(\?\(\?\(\?\(\?@ens, per a canon de 35 mm de__BFYQNAR0Pp.elem.munt.p/all.trm.s/halgens,Dext.tub=35mm,G=25mm@ UBFYQNAR0ETVEN.3VEN.3      0?HzG?HzG?HzG?HzG?r@s fredes amb esc elastomriq__BFYQF9M0Pp.elem.munt.p/all.trm.canon.fred.escum.elastoms.,Dext.tub.28mm,G=21,0mm@ UBFYQF9M0ETVEN.3VEN.31''  0?q= ףp?q= ףp?q= ףp?q= ףp?r@s fredes amb esc elastomriq__BFYQF7M0Pp.elem.munt.p/all.trm.canon.fred.escum.elastoms.,Dext.tub.22mm,G=20,0mm@ UBFYQF7M0ETVEN.3VEN.31''  0?Q@Q@Q@Q@r@es d'acer o cour 22 mm de di__BFQ3F7M0Allament escuma elast.p/canon.fredes,Dext.tub=22mm,g=20,0mm,Dint.all.=24mm7@ MBFQ3F7M0ETVEN.3VEN.33)) 0?(\?(\?(\?(\?r@s fredes amb esc elastomriq__BFYQF5M0Pp.elem.munt.p/all.trm.canon.fred.escum.elastoms.,Dext.tub.15mm,G=19,0mm@ UBFYQF5M0ETVEN.3VEN.31''  0?zG@zG@zG@zG@r@es d'acer o cour 15 mm de di__BFQ3F5M0Allament escuma elast.p/canon.fredes,Dext.tub=15mm,g=19,0mm,Dint.all.=17mm7@ MBFQ3F5M0ETVEN.3VEN.33)) LVALSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilot LVALCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armaduraCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera LVALArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, supoArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, suport de carrils, marc frontal amb targes perforades, sistema d'etiquetat, obturadors i col.lector terra/neutre, amb porta transparent, pany i clau, de dimensions 550x900x175 mm, col.locat LVALInterruptor automtic magnetotrmic de 6 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tall Interruptor automtic magnetotrmic de 6 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tall segons UNE-EN 60898 i de 10 kA de poder de tall segons UNE-EN 60947-2, de 2 mduls DIN de 18 mm d'amplria, muntat en perfil DIN LVALInterruptor automtic magnetotrmic de 20 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tallInterruptor automtic magnetotrmic de 20 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tall segons UNE-EN 60898 i de 10 kA de poder de tall segons UNE-EN 60947-2, de 2 mduls DIN de 18 mm d'amplria, muntat en perfil DIN LVALInterruptor automtic magnetotrmic de 16 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall Interruptor automtic magnetotrmic de 16 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil din 4 t * rC&/$?fffff[@&jjr@0@IZ@@Z@@EEDDU071Unitat interior cassette MMU-AP0071BH de TOSHIBA@=uEEDDU071POProjecte del'ampliaci i reforVEN.3 ysnl >&?ףp= F@Hzg@@)\@@@EEDAD481Unit.int.conductes MMD-AP0481BH TOSHIBA@uEEDAD481POProjecte del'ampliaci i reforVEN.3ysnl >&?Q@Hzg@d@)\[@@@EEDAD361Unit.int.conductes MMD-AP0361BH TOSHIBA@uEEDAD361POProjecte del'ampliaci i reforVEN.3ysnl >&?Gz@Hzg@@)\@@@EEDAD301Unit.int.conductes MMD-AP0301BH TOSHIBA@uEEDAD301POProjecte del'ampliaci i reforVEN.3ysnl >&?(\@Hzg@(@R@@@EEDAD121Unit.int.conductes MMD-AP0121BH TOSHIBA@uEEDAD121POProjecte del'ampliaci i reforVEN.3ysnl >&?Qݏ@Hzg@@R@@@EEDAMD71Unit.int.conductes MMD-AP0071BH TOSHIBA@uEEDAMD71POProjecte del'ampliaci i reforVEN.3ysnl >&?ffffff1@jt0@jt0@k`r@@K21EA0C2Desmuntage i posterior muntatge tub inst.climat col.superf.,mitjans man.,crr.man.@mK21EA0C2POProjecte del'ampliaci i reforVEN.3/%%ysnl >&? ףp= -@Y@sF@H0,@`r@@EFR11412Recob.trm.canonades d'alumini,D=100mm,g=0,6mm,dific.mitj,superf.@ mEFR11412POProjecte del'ampliaci i reforVEN.3ysnl >&?{G1@Y@C%@fc]61@@@EFQ3NBR3Allament escuma elast.s/halgens,Dext.tub=42mm,G=25mm,Dint.all.=44mm,dific.alt,superf.D@MmEFQ3NBR3POProjecte del'ampliaci i reforVEN.35++ysnl >&?HzG.@)\@d`T!@Af-@@@EFQ3NAR3Allament escuma elast.s/halgens,Dext.tub=35mm,G=25mm,Dint.all.=37mm,dific.alt,superf.D@LmEFQ3NAR3POProjecte del'ampliaci i reforVEN.35++ysnl >&?zG(@Q@|a2U@I&&(@r@@EFQ3F9M3Allament escuma elast.p/canon.fredes,Dext.tub=28mm,G=21,0mm,Dint.all.=30mm,dific.alt,superf.k@BmEFQ3F9M3POProjecte del'ampliaci i reforVEN.3;11ysnl >&?Q&@ @QI@N@c%@r@@EFQ3F7M3Allament escuma elast.p/canon.fredes,Dext.tub=22mm,G=20,0mm,Dint.all.=24mm,dific.alt,superf.k@AmEFQ3F7M3POProjecte del'ampliaci i reforVEN.3;11ysnl >0LVAL  eVUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0121BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaPart proporcional d'elements de muntatge per a recobriment d'allaments trmics de canonades, d'alumini, de 100 mm de dimetre i 0,6 mm de gruixAllament trmic d'escuma elastomrica sense halgens, per a canonades de 42 mm de dimetre exterior, de 25 mm de gruix de de mitjana, amb un dimetre interior aproximat de l'allament de 44 mm, amb una conductivitat trmica a 0 C de 0,040 W/mK i no propagador de la flamaPart proporcional d'elements de muntatge per a allament trmic sense halgens, per a canonades de 42 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 44 mmAllament trmic d'escuma elastomrica sense halgens, per a canonades de 35 mm de dimetre exterior, de 25 mm de gruix de mitjana, amb un dimetre interior aproximat de l'allament de 37 mm, amb una conductivitat trmica a 0 C de 0,040 W/mK i no propagador de la flamaPart proporcional d'elements de muntatge per a allament trmic sense halgens, per a canonades de 35 mm de dimetre exterior, de 25 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 37 mmPart proporcional d'elements de muntatge per a allament trmic de canonades fredes amb escumes elastomriques, de 28 mm de dimetre exterior, de 21,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 30 mmAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 28 mm de dimetre exterior, de 21,0 mm de gruix de mitjana, amb un dimetre interior aproximat de l'allament de 30 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al focPart proporcional d'elements de muntatge per a allament trmic de canonades fredes amb escumes elastomriques, de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 24 mmAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix de mitjana, amb un dimetre interior aproximat de l'allament de 24 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc LVALInterruptor automtic magnetotrmic de 50 a dintensitat nominal, tipus pia corba c, tetrapolar (4p), de 6000 a de poder de tallInterruptor automtic magnetotrmic de 50 a dintensitat nominal, tipus pia corba c, tetrapolar (4p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 4 mduls din de 18 mm damplria, muntat en perfil din LVALInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot deInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplria, muntat en perfil DIN LVAL(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per d(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per dispar en pia inclos armari metalic complert tipus prisma o equivalent amb porta i clau, homologat, collocat superficialment, totalment installat LVALParet estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-Paret estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-EN 771-3, col.locat amb morter de ciment prtland amb filler calcari, de dosificaci 1:0,5:4 (10 N/mm2) i amb una resistncia a compressi de la paret de 3 N/mm2 LVALLinia de vida sistema travspring o equivalent formada per conjunt d'ancoratges d'extrem amb anella rpida, absorvidor d'energia tot d'aLinia de vida sistema travspring o equivalent formada per conjunt d'ancoratges d'extrem amb anella rpida, absorvidor d'energia tot d'acer inoxidable, suport intermig d'cuproalumi,i cable fiador d'acer galvanitzat de d.8 mm., ancorat amb fixacions mecniques, col.locada. LVALParet de tancament passant de gruix 14 cm, de ma calat, HD, de 290x140x75 mm, d'una cara vista, categoria I, segons la norma UNEParet de tancament passant de gruix 14 cm, de ma calat, HD, de 290x140x75 mm, d'una cara vista, categoria I, segons la norma UNE-EN 771-1, col.locat amb morter per a ram de paleta industrialitzat M 7,5 (7,5 N/mm2 ) de designaci (G) segons norma UNE-EN 998-2 LVALAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre voAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintar LVALPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2,Paviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CG1 (UNE-EN 13888) LVALPaviment de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685,per a trfic extra intens i un pes no superiotr a 2,9 kg/mPaviment de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685,per a trfic extra intens i un pes no superiotr a 2,9 kg/m2, de Tarkett mod. Eminent o equivalent, classificaci i reacci al foc M2/Bfl s1 , collocat amb adhesiu acrlic de dispersi aquosa i soldat en calent amb cord cel.lular de dimetre 4 mm. LVALFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire seVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5,mecanismes i ferratges ( joc de tiradors d'acer inox Pba programa 200 d.20mm, pany i clau ). LVALVidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3Vidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb quatre fulles batents i set fixos, per a un buit d'obra de 1035x225cm. amb reforos verticals, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 4+4/8/5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges LVALVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaciVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificacVidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 deBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat aBalconera AL.3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges i barra antipnic tipus push. LVALBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler dePorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de Porta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus B. LVALBunera sifnica amb cos de poliamida reforada amb fibra de vidre i roseta perforada d'acer inoxidable AISI 304, de 100x100 mm i de descBunera sifnica amb cos de poliamida reforada amb fibra de vidre i roseta perforada d'acer inoxidable AISI 304, de 100x100 mm i de descrrega vertical de 40 mm de dimetre, col.locada amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, i connectada al ramal LVALBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0121BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada0UЬX\ ` d  ˼˼˼˼˼˼˼˼˼˼˼˼˼˼h  l  p  t x$|(,048<@EEDAD301A013G000@@:53-(& ?ˡE(@??EE52Q15AA012G000@@:53-(& 333333?333333??333333?EE52Q15ABEW52000@@:53-(& ?(\%@??EE52Q15ABE52Q150@@:53-(& ?33333s%@??EE52Q15AA013G000@@:53-(& 333333?Gz??333333?EE618042B0911000@@:53-(& ?GzFK@??EE618042B7CJ1040@@:53-(& ?ؙBG-@??EE618042A012G000@@:53-(& ?7 )@??EE618042A013G000@@:53-(& {Gz?ZӼ??{Gz?EEV41210A012M000@@:53-(& {Gz?St$??{Gz?EEV41210A013M000@@:53-(& ?+@??EEV41210BEV41210@@:53-(& ?333333@??EEK91407A013G000@@:53-(& ?Gz1@??EEK91407BEK91400@@:53-(& @U@?@EEDAD481A013G000@@:53-(& @(\Y@?@EEDAD481A012G000@@:53-(& ?@??EEDAD481BEDAD481@@:53-(& @(\Y@?@EEDAD361A012G000@@:53-(& ?d@??EEDAD361BEDAD361@@:53-(& @U@?@EEDAD301A013G000@@:53-(& @(\Y@?@EEDAD301A012G000@@:53-(& ?@??EEDAD301BEDAD301@@:53-(& ?(@??EEDAD121BEDAD121@@:53-(& @(\Y@?@EEDAD121A012G000@@:53-(& @U@?@EEDAD121A013G000@@:53-(& @U@?@EEDAMD71A013G000@@:53-(& @(\Y@?@EEDAMD71A012G000@@:53-(& ?@??EEDAMD71BEDAMD71@@:53-(& ?V-@??EEV3T32EA012M000@@:53-(& ?sh|?@??EEV3T32EA013M000@@:53-(& ?@U@??EEV3T32EBEV3T32E@@:53-(& @H`sc@?@EEDDU071A012G000@@:53-(& @s`@?@EEDDU071A013G000@@:53-(& ?0@??EEDDU071BEDDU071@@:53-(& ????EFQ3NBR3BFYQNBR0@@:53-(& RQ?Ǻ #@?RQ?EFQ3NBR3BFQ3NBR0@@:53-(& 333333?$C @?333333?EFR11412A012M000@@:53-(& 333333?V-o@?333333?EFR11412A013M000@@:53-(& RQ?Dio@?RQ?EFR11412BFR11410@@:53-(& 333333?zG??333333?EFR11412BFWR1141@@:53-(& ?)\(???EFR11412BFYR1141@@:53-(& ?V-@??K21EA0C2A012M000@@:53-(& ?sh|????K21EA0C2A013M000@@:53-(& 333333?$C@?333333?K21EA0C2A012G000@@:53-(& 333333?ffffff@?333333?K21EA0C2A013G000@@:53-(& {Gz?St$??{Gz?EFQ3U152A013M000@@:53-(& ? rh???EF5A66B1B0A71600@@:53-(& LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0361BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0481BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total aUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de refrigerant, amb 4 vies de sortida d'aire, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 33 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, per a instal.lacions amb fluid frigorfic R410 A, model MMU-AP0071BH de TOSHIBA o equivalent, amb panel decoratiu, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-1000-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-800-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada (LVALV 8{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Recobriments d'a\'efllaments t\'e8rmics de canonades amb planxa d'alumini.\par S'han considerat els graus de dificultat de muntatge seg\'fcents:\par - Grau baix, que correspon a una xarxa de trams llargs, amb pocs accessoris i situada un llocs f\'e0cilment accessibles (muntants, etc.)\par - Grau mitj\'e0, que correspon a una xarxa equilibrada en trams lineals i amb accessoris (distribucions d'aigua, gas, calefacci\'f3, etc.)\par - Grau alt, que correspon a una xarxa amb predomini d'accessoris sobre trams rectes (sala de calderes, escalfadors, etc.)\par CONDICIONS GENERALS:\par El recobriment ser\'e0 continu a tot el llarg de la canonada no deixant en cap punt al descobert l'a\'efllament t\'e8rmic.\par Per al recobriment dels accessoris de la canonada, com ara colzes, brides o v\'e0lvules, s'utilitzaran \'fanicament les peces especials adequades, colzes de planxa d'alumini i cobertes de v\'e0lvules o brides.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Es recobriran primer els trams de canonades i posteriorment es col\'b7locaran les cobertes de brides i v\'e0lvules que abra\'e7aran els extrems dels recobriments adjacents.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Recobriment de l'a\'efllament t\'e8rmic de canonades mitjan\'e7ant planxa d'alumini.\par CARACTER\'cdSTIQUES GENERALS:\par La planxa ha de tenir les arestes rectes, les cares llises i no ha de tenir cops, deformacions ni altres defectes.\par Tipus d'alumini (UNE-EN 485-2): EN AW-1200(Al 99,9)\pa{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Recobriment de l'a\'efllament t\'e8rmic de canonades mitjan\'e7ant planxa d'alumini.\par CARACTER\'cdSTIQUES GENERALS:\par La planxa ha de tenir les arestes rectes, les cares llises i no ha de tenir cops, deformacions ni altres defectes.\par Tipus d'alumini (UNE-EN 485-2): EN AW-1200(Al 99,9)\par Les caracter\'edstiques de l'alumini han de correspondre a les especificacions de la norma UNE-EN 485-2\par Toler\'e0ncies:\par - Gruix: \'b1 0,1 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En planxes de 2 m de llarg\'e0ria o en bobines de 70 a 100 m de llarg\'e0ria.\par Emmagatzematge: Les planxes, apilades sobre superf\'edcies planes i protegides contra els impactes, i les bobines col\'b7locades horitzontalment sobre superf\'edcies planes i protegides contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }H  H hb0?@U@@U@@U@@U@@__BEV3T32EControl remot individual per a regulaci i control d'instal.lacions de clima, model RBCAMT32E de Tosv@o uBEV3T32EETVEN.3VEN.3KAA77777333333)' 0?I@I@I@I@@Z@W/mC, de 19 mm ruix"  __B7CJ1040Planxa escuma elastomrica,0,035 W/mC,G=19mme@o M2B7CJ1040ETVEN.3VEN.3   0?ffffff@ffffff@ffffff@ffffff@@Z@__B0911000Adh.apl.2cares,cautx5@o KGB0911000ETVEN.3VEN.3 0?(\%@(\%@(\%@(\%@`r@ gruix, amb unioneta"__BE52Q150Conducte ac.galv.,g=1,2mm,uni baionetaf@ M2BE52Q150ETVEN.3VEN.3 0?@@@@@Z@  &((/!!V  __BEW52000Suport estndard p/conducte rect.metl.lic,preu altA@ UBEW52000ETVEN.3VEN.3 0?0@0@0@0@@sistemes de cabariable de re__BEDDU071Unitat int cassette MMU-AP0071BH@o UBEDDU071ETVEN.3VEN.3 0?@@@@@@de cabal vare de refrige__BEDAD481Unitat int cond MMD-AP0481BH@o UBEDAD481ETVEN.3VEN.3 0?d@d@d@d@@@de cabal vare de refrige__BEDAD361Unitat int cond MMD-AP0361BH@o UBEDAD361ETVEN.3VEN.3 0?@@@@@@de cabal vare de refrige__BEDAD301Unitat int.cond MMD-AP0301BH Toshiba@ UBEDAD301ETVEN.3VEN.3  0?(@(@(@(@@@)*+, - . 123456__BEDAD121Unitat int conductes MMD-AP121BH@ uBEDAD121ETVEN.3VEN.3 0?@@@@@@de cabal vare de refrige__BEDAMD71Unitat int conductes MMD-AP0071@ UBEDAMD71ETVEN.3VEN.3 0?)\(?)\(?)\(?)\(?`r@mics de canonade'alumini, de__BFYR1141Pp.p/recob.all.canonada,alum.,D=100mm,g=0,6mm@ UBFYR1141ETVEN.3VEN.3   H@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@LSv@JJL6 LSv@JLL6 LSv@JML6 LSvM8<:6 LSvM8@:6LSvhS<`6 LSvhS>`6 LSvhS@`6 LSvhSD`6 LSvhSH`6 LSvhbJi6 LSvhbLi6 LSvho8@6 LSvi88>8 DLU8@8@::I LU8@8F8: LU8@8L::LU8Jo6<6LU:868Bi LU:8:D86ILU:8:F86I LU:::@86ILU::WF86 LU:<6<66 LU:J8H66 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O6B8O6D68B>8O6D68F:8O6D68H88)O6D6J>O8O6D6JFL8 O6DD8688O6DJJ666O6D[8866lO6L:J866O6L<>88M>O6L<>8MB5OB888688 OB888688  LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 12 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 12 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 12 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 14 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 24 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaciLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, installada LVALLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica i 230 V de tensi d'alimentLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCP TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, anoratge OD-3160 (4P), installada LVALLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, ancoratge OD-3160 (4P), installada LVALLlumenera de encastament individual amb difusor opal per 1 fluorescents tipus T-5 de 49W/840, reactncia electrnica i 230 V de tensi d'alimeLlumenera de encastament individual amb difusor opal per 1 fluorescents tipus T-5 de 49W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector termoesmaltat en blanc, model OD-2981 2X35/49/80W de Lled, incls tub fluorescent 49W/840 tipus T-5 de 16mm, installat LVALLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensiLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de Lledo, incloses 2 lmpades TC-DEL 26W, equip electrnic o equivalent i col.locada encastada LVALFont d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - Font d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - 50 hz. sortida de tensi de treball 13,8 vcc. alimentaci 6a. instal.lada i comprovada. marca plana fbrega model fa-1206 o similar equivalent. LVALBateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x Bateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x 65 mm. (alt x llarg x ample). pes: 2,58 kg. model: dm 12-7. marca: diamec. referncia plana fbrega: ala 006001 o similar equivalent. LVALCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reaCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 285 x 285 x 89mm model: CR-80, marca: caddx. referncia plana fbrega: SORSSSAUA1o equivalent. LVALAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais oAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent. LVALTelfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'Telfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'obertura lateral que permet accionar l'obreportes sense necessitat de despenjar. s'instal" la amb cable de 4 conductors. instal" lat i comprovat. model: pe202003 LVALExcavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39Excavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39 cm d'amplria de treball i escampada de les terres sobrants mecnicament al costat del forat de plantaci, en un pendent inferior al 25 % LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat dPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de foPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els 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k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y]' t='i' c='YZ'><P n='waR ' t='q'>Y^</P><P n='k0 S   XX' t='{'>n  V| SV</P><P n='k0 S   XY' t='{'LVAL\ >p  V| SV</P><P n='n  R' t='{'>n  | S0  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y^' t='i' c='YZ'><P n='waR ' t='q'>Y_</P><P n='k0 S   XX' t='{'>n  Vt V</P><P n='k0 S   XY' t='{'>p  Vt V</P><P n='n  R' t='{'>n  t  a</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y_' t='i' c='YZ'><P n='waR ' t='q'>Y`</P><P n='k0 S   XX' t='{'>waRa</P><P n='k0 S   XY' t='{'>waR </P><P n='n  R' t='{'>v" waRa</P><P 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c='YZ'><P n='waR ' t='q'>Z</P><P n='k0 S   XX' t='{'>l: 9 a 9  &#27;</P><P n='k0 S   XY' t='{'>l: 9 a 9  &#27; </P><P n='n  R' t='{'>l: 9 a 9   </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>LVAL] X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  Z' t='i' c='YZ'><P n='waR ' t='q'>[</P><P n='k0 S   XX' t='{'>laV</P><P n='k0 S   XY' t='{'>laV</P><P n='n  R' t='{'>la0 R0 </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  [' t='i' c='YZ'><P n='waR ' t='q'>\</P><P n='k0 S   XX' t='{'>k0  V</P><P n='k0 S   XY' t='{'>k0  V</P><P n='n  R' t='{'>qRk0  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>Y</P></P><P n='k  \' t='i' c='YZ'><P n='waR ' t='q'>]</P><P n='k0 S   XX' t='{'>z: SVqV</P><P n='k0 S   XY' t='{'>z: SVqV</P><P n='n  R' t='{'>{Sz: Sa 9 9   q  9  </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>_]</P><P n='}:  ' t='q'>Y</P></P><P n='k  ]' t='i' c='YZ'><P n='waR ' t='q'>^</P><P n='k0 S   XX' t='{'>z: SVnV</P><P n='k0 S   XY' t='{'>z: SVnV</P><P n='n  R' t='{'>{Sz: Sa 9 9   n  0  </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>_]</P><P n='}:  ' t='q'>Y</P></P><P n='k  ^' t='i' c='YZ'><P n='waR ' t='q'>_</P><P n='k0 S   XX' t='{'>v S: </P><P n='k0 S   XY' t='{'>v S0 : </P><P n='n  R' t='{'>v S: </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  _' t='i' c='YZ'><P n='waR ' t='q'>`</P><P n='LVAL^ k0 S   XX' t='{'>k : S</P><P n='k0 S   XY' t='{'>k : S</P><P n='n  R' t='{'>k : S</P><P n='|  ' t='q'>_</P><P n='n a" 0 S ' t='{'>KTKKKTKKXVXX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  `' t='i' c='YZ'><P n='waR ' t='q'>a</P><P n='k0 S   XX' t='{'>xlq</P><P n='k0 S   XY' t='{'>xnq</P><P n='n  R' t='{'>xa " aq  9  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  a' t='i' c='YZ'><P n='waR ' t='q'>YX</P><P n='k0 S   XX' t='{'>}lq</P><P n='k0 S   XY' t='{'>}nq</P><P n='n  R' t='{'>} S " q  9  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  YX' t='i' c='YZ'><P n='waR ' t='q'>YY</P><P n='k0 S   XX' t='{'>xln</P><P n='k0 S   XY' t='{'>xnn</P><P n='n  R' t='{'>xa " an  0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  YY' t='i' c='YZ'><P n='waR ' t='q'>YZ</P><P n='k0 S   XX' t='{'>}ln</P><P n='k0 S   XY' t='{'>}nn</P><P n='n  R' t='{'>} S " n  0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  YZ' t='i' c='YZ'><P n='waR ' t='q'>Y[</P><P n='k0 S   XX' t='{'>n  VqV</P><P n='k0 S   XY' t='{'>p  VqV</P><P n='n  R' t='{'>n  q  9  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='LVAL_ j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y[' t='i' c='YZ'><P n='waR ' t='q'>Y\</P><P n='k0 S   XX' t='{'>n  VnV</P><P n='k0 S   XY' t='{'>p  VnV</P><P n='n  R' t='{'>n  n  0  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y\' t='i' c='YZ'><P n='waR ' t='q'>Y]</P><P n='k0 S   XX' t='{'>n  Vq SV</P><P n='k0 S   XY' t='{'>p  Vq SV</P><P n='n  R' t='{'>n  q Sa 0 </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y]' t='i' c='YZ'><P n='waR ' t='q'>Y^</P><P n='k0 S   XX' t='{'>n  V| SV</P><P n='k0 S   XY' t='{'>p  V| SV</P><P n='n  R' t='{'>n  | S0  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y^' t='i' c='YZ'><P n='waR ' t='q'>Y_</P><P n='k0 S   XX' t='{'>n  Vt V</P><P n='k0 S   XY' t='{'>p  Vt V</P><P n='n  R' t='{'>n  t  a</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y_' t='i' c='YZ'><P n='waR ' t='q'>Y`</P><P n='k0 S   XX' t='{'>waRa</P><P n='k0 S   XY' t='{'>waR </P><P n='n  R' t='{'>v" waRa</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>[LVAL` ]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>[</P><P n='~aSt  : ' t='q'>Z</P><P n='n  a0 : ' t='q'>Y</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>X</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n='k   ak0  ' t='q'>Y^___ZY]</P></P><P n='k  Z' t='i' c='YX'><P n='k  "  0 : ' t=' ' c='Za'><P n='k  S' t='q'>Z`</P><P n='k  X' t='i' c='YZ'><P n='waR ' t='q'>Y</P><P n='k0 S   XX' t='{'>k R </P><P n='k0 S   XY' t='{'>k&#27;R  </P><P n='n  R' t='{'>k R </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y' t='i' c='YZ'><P n='waR ' t='q'>Z</P><P n='k0 S   XX' t='{'>l: 9 a 9  &#27;</P><P n='k0 S   XY' t='{'>l: 9 a 9  &#27; </P><P n='n  R' t='{'>l: 9 a 9   </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  Z' t='i' c='YZ'><P n='waR ' t='q'>[</P><P n='k0 S   XX' t='{'>lVz " </P><P n='k0 S   XY' t='{'>lVz" </P><P n='n  R' t='{'>z" 0   S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>Y</P></P><P n='k  [' t='i' c='YZ'><P n='waR ' t='q'>\</P><P n='k0 S   XX' t='{'>k0  V</P><P n='k0 S   XY' t='{'>k0  V</P><P n='n  R' t='{'>qRk0  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>Y</P></P><P n='k  \' t='i' c='YZ'><P n='waR ' t='q'>]</P><P n='k0 S   XX' t='{'>v S: </P><P n='k0 S   XY' t='{'>v S0 : </P><P n='n  R' t='{'>v S: </P><LVAL P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  ]' t='i' c='YZ'><P n='waR ' t='q'>^</P><P n='k0 S   XX' t='{'>lqz</P><P n='k0 S   XY' t='{'>nqz</P><P n='n  R' t='{'>q  9  z0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR 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S</P><P n='n  R' t='{'>k : S</P><P n='|  ' t='q'>_</P><P n='n a" 0 S ' t='{'>KTKKKTKKXVXX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  a' t='i' c='YZ'><P n='waR ' t='q'>YX</P><P n='k0 S   XX' t='{'>qVkaSV</P><P n='k0 S   XY' t='{'>qVkaSV</P><P n='n  R' t='{'>q"  aSkaS } 9 0 S</P><P n='|  ' t='q'>_</P><P n='n a" 0 S ' t='{'>KTKKKTKKXVXX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>7': M  P  & T 9bLm I 9XJ3J05Control centralitzatXBB>/05Acabats exteriorsUBB>/=8=05Sistema de condicionaments i instal.lacionsoBB>/I3I@04Ventilaci i extracciZBB>/A0A04Ajudes a paleteriaVBB>/04Fusteria i serralleria exteriorcBB>/^2^04Instal.laci elctrica, conductors i tubsmBB>/<8<04Sistema d'acabatsUBB>/d8d8v@03Sistema de tancamentsYBB>/H3H03Unitats terminals 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n='k  Y]' t='i' c='YZ'><P n='waR ' t='q'>Y^</P><P n='k0 S   XX' t='{'>}lni<LVALR Part reformada perimetral de faana zona de treball 1 .45 2.95 1.3275 C#*D#*E#*F# 1 16.55 2.95 48.8225 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 5.4 2.95 15.93 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 .5 2.95 1.475 C#*D#*E#*F# 1 9.1 2.95 26.845 C#*D#*E#*F# -4 .5 1.9 2.25 -8.55 C#*D#*E#*F# 1 6.4 2.95 18.88 C#*D#*E#*F# aula de formaci 1 1.35 2.95 3.9825 C#*D#*E#*F# 1 3.3 2.95 9.735 C#*D#*E#*F# -1 .5 1.6 2.25 -1.8 C#*D#*E#*F# 1 2.85 2.95 8.4075 C#*D#*E#*F# 1 2.75 2.95 8.1125 C#*D#*E#*F# 1 4.9 2.95 14.455 C#*D#*E#*F# espai silenci 1 2 2.95 5.9 C#*D#*E#*F# 1 5 2.95 14.75 C#*D#*E#*F# -3 .5 1.45 2.25 -4.89375 C#*D#*E#*F# 1 5.7 2.95 16.815 C#*D#*E#*F# -3 .5 1.45 2.95 -6.41625 C#*D#*E#*F# 1 1.9 2.95 5.605 C#*D#*E#*F# 1 3.4 2.95 10.03 C#*D#*E#*F# -2 .5 1.45 2.25 -3.2625 C#*D#*E#*F# 1 6.7 2.95 19.765 C#*D#*E#*F# -3 .5 1.45 2.25 -4.89375 C#*D#*E#*F# per divisries zona treball 1 1.95 2.95 5.7525 C#*D#*E#*F# pas 1 1.05 2.95 3.0975 C#*D#*E#*F# magatzem 2 1.85 2.95 10.915 C#*D#*E#*F# 1 .95 2.95 2.8025 C#*D#*E#*F# rack 1 1.85 2.95 5.4575 C#*D#*E#*F# Part ampliaci perimetral faanes zona informtica 1 15 3 45 C#*D#*E#*F# 3 .6 3 5.4 C#*D#*E#*F# 1 1 3 3 C#*D#*E#*F# 1 .3 3 .9 C#*D#*E#*F# zona treball 1 1 2.95 3 8.85 C#*D#*E#*F# 1 3.6 3 10.8 C#*D#*E#*F# -1 .5 1.35 2.25 -1.51875 C#*D#*E#*F# zona treball 2 1 2.95 3 8.85 C#*D#*E#*F# 1 3.6 3 10.8 C#*D#*E#*F# -1 .5 1.35 2.25 -1.51875 C#*D#*E#*F# per divisries zona informtica 1 7.25 3 21.75 C#*D#*E#*F# -2 .5 1.4 2.25 -3.15 C#*D#*E#*F# zona de treball 1 1 3.1 3 9.3 C#*D#*E#*F# 1 3.6 3 10.8 C#*D#*E#*F# -1 .5 1.4 2.25 -1.575 C#*D#*E#*F# zona de treball 2 1 3.1 3 9.3 C#*D#*E#*F# 1 3.6 3 10.8 C#*D#*E#*F# -1 .5 1.4 2.25 -1.575 C#*D#*E#*F# R 1 50 1 50 LVALC#*D#*E#*F# LVALJR Part reformada perimetral de faana zona de treball 1 .45 2.95 1.3275 C#*D#*E#*F# 1 16.55 2.95 48.8225 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 5.4 2.95 15.93 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 .5 2.95 1.475 C#*D#*E#*F# 1 9.1 2.95 26.845 C#*D#*E#*F# -4 .5 1.9 2.25 -8.55 C#*D#*E#*F# 1 6.4 2.95 18.88 C#*D#*E#*F# aula de formaci 1 1.35 2.95 3.9825 C#*D#*E#*F# 1 3.3 2.95 9.735 C#*D#*E#*F# -1 .5 1.6 2.25 -1.8 C#*D#*E#*F# 2 2.85 2.95 16.815 C#*D#*E#*F# 2 2.75 2.95 16.225 C#*D#*E#*F# 1 4.9 2.95 14.455 C#*D#*E#*F# espai silenci 1 2 2.95 5.9 C#*D#*E#*F# 1 5 2.95 14.75 C#*D#*E#*F# -3 .5 1.45 2.25 -4.89375 C#*D#*E#*F# 1 5.7 2.95 16.815 C#*D#*E#*F# -3 .5 1.45 2.95 -6.41625 C#*D#*E#*F# 1 1.9 2.95 5.605 C#*D#*E#*F# 1 3.4 2.95 10.03 C#*D#*E#*F# -2 .5 1.45 2.25 -3.2625 C#*D#*E#*F# 1 6.7 2.95 19.765 C#*D#*E#*F# -3 .5 1.45 2.25 -4.89375 C#*D#*E#*F# per divisries magatzem 1 1.95 2.95 5.7525 C#*D#*E#*F# 1 1.1 2.95 3.245 C#*D#*E#*F# 1 1.9 2.95 5.605 C#*D#*E#*F# laterals armari quadres elctrics 2 .4 2.25 1.8 C#*D#*E#*F# Part ampliaci perimetral faanes zona informtica 1 15 3 45 C#*D#*E#*F# 3 .6 3 5.4 C#*D#*E#*F# 1 1 3 3 C#*D#*E#*F# 1 .3 3 .9 C#*D#*E#*F# zona treball 1 1 2.95 3 8.85 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\deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Conducte per a transport d\'92aire en instal\'b7lacions de climatitzaci\'f3 de planxa d'acer galvanitzat, fibra mineral o poliisocianurat, muntat.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Conductes met\'e0l\'b7lics penjats del sostre\par - Conductes met\'e0l\'b7lics penjats de la paret\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Conductes met\'e0l\'b7lics:\par - Col\'b7locaci\'f3 dels suports pels conductes\par - Col\'b7locaci\'f3 dels conductes unint-los amb tires\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Ha de quedar fixat s\'f2lidament al sistema de suport, amb el m\'e8tode de subjecci\'f3 disposat pel fabricant. El conducte col\'b7locat ha de resistir els esfor\'e7os deguts al seu propi pes, al moviment de l\'92aire i a les vibracions que es puguin produir durant el funcionament.\par Les parts del conducte que s\'92hagin de manipular, han de ser accessibles.\par Tots els components que conformen el conducte han de ser compatibles entre si. Per aquest motiu, es faran servir els accessoris subministrats pel mateix fabricant, o b\'e9 els expressament aprovats per aquest.\par No s\'92han de transmetre esfor\'e7os entre els conductes o accessoris i el sistema de suport.\par El sistema de suport no ha de debilitar l\'92estructura de l\'92edifici i la relaci\'f3 entre la c\'e0rrega que grava sobre l\'92element d\'92ancoratge i la c\'e0rrega que determina l\'92arrencament del mateix no ha de ser mai LVAL inferior a 1:4.\par Si els conductes estan penjats del sostre, el tirant vertical ha de tenir una desviaci\'f3 <= 10\'b0 respecte a la vertical. Els suports s'han de col\'b7locar a prop de les unions entre els trams.\par Els conductes per al transport d'aire no poden allotjar conduccions d'altres instal\'b7lacions mec\'e0niques o el\'e8ctriques, ni ser travessats per aquestes.\par El conjunt acabat ha de ser estanc a la pressi\'f3 de treball.\par CONDUCTES MET\'c0L\'b7LICS:\par Les unions entre conductes es fan per mitj\'e0 de les corresponents tires d'uni\'f3 transversal subministrades amb el conducte i que s'encaixen, fent-hi un doblec, a cada conducte.\par Si la pressi\'f3 de treball del conducte \'e9s menor o igual a 50 mca, el suport s'ha d'unir a les parets del conducte amb cargols autoroscants, o amb reblons.\par Si la pressi\'f3 \'e9s superior a 50 mca, en conductes penjats del sostre s'han d'unir els bra\'e7os del suport per sota del conducte per mitj\'e0 d'un perfil angular sobre el qual queda recolzat. La dist\'e0ncia entre suports ha de ser menor o igual a 3 m. En conductes penjats de la paret, la uni\'f3 s\'92ha de fer per punts de soldadura.\par El suport del conducte ha de quedar encastat en la paret o en el sostre, segons quina sigui la seva situaci\'f3.\par Dist\'e0ncia m\'e0xima entre suports horitzontals (UNE-EN 12236). Ha de complir\par Dist\'e0ncia m\'e0xima permesa entre suports verticals:\par - Per a conductes de fins a 2 m de per\'edmetre: =< 8 m\par - Per a conductes de per\'edmetre superior a 2 m: =< 4 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par El muntatge i les unions del conducte s\'92han de fer seguint les instruccions del fabricant.\par S\'92ha de comprovar que les caracter\'edstiques t\'e8cniques del producte corresponen a les especificades al projecte.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'LVALedstiques dels elements.\par Els conductes s\'92han d\'92inspeccionar i netejar abans de la seva col\'b7locaci\'f3. Es tindr\'e0 cura de no embrutar els conductes durant les operacions de muntatge.\par Un cop instal\'b7lat l'equip, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants com ara embalatges, retalls de tubs, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie instal\'b7lada segons les especificacions de la DT, amidada entre els eixos dels elements o dels punts a connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par *UNE 100101:1984 Conductos para transporte de aire. Dimensiones y tolerancias.\par CONDUCTES MET\'c0L\'b7LICS:\par *UNE 100102:1988 Conductos de chapa met\'e1lica. Espesores. Uniones. Refuerzos.\par *UNE 100103:1984 Conductos de chapa met\'e1lica. Soportes.\par *UNE 100104:1988 Climatizaci\'f3n. Conductos de chapa met\'e1lica. Pruebas de recepci\'f3n.\par\pard\par }  [  X FZ*&?G@\(E@̠@= ףp @@Z@@EEDDV100Recuperador energia VN-1000SE de TOSHIBA}@uEEDDV100POProjecte del'ampliaci i ref&?G@\(E@̠@= ףp @@Z@@EEDDV100Recuperador energia VN-1000SE de TOSHIBA}@uEEDDV100POProjecte del'ampliaci i reforVEN.3ysnl >&?ףp= ˝@\(E@D@{G@@Z@@EEDDVN80Recuperador energia VN-800SE de TOSHIBA{@uEEDDVN80POProjecte del'ampliaci i reforVEN.3ysnl >&?Gz@\(E@@@{G@@Z@@EEDDVN50Recuperador energia VN-500SE de TOSHIBA{@uEEDDVN50POProjecte del'ampliaci i reforVEN.3ysnl >&?(\/G@\(5@)\7@(\F@r@@EEK21K77Reixeta impuls/retorn orientables,600x200mm,20mm recta,fixada bastiment@uEEK21K77POProjecte del'ampliaci i reforVEN.3$ysnl >&?Qx<@S0@%@S;@r@@EEKCA3FFRegulador flux circular acer lacat D=10,munt.sobre difusor circular@uEEKCA3FFPOProjecte del'ampliaci i reforVEN.3"ysnl >&?)\=@S0@R'@?5^I<@r@@EEKCA4FFRegulador flux circular acer lacat D=12,munt.sobre difusor circular@uEEKCA4FFPOProjecte del'ampliaci i reforVEN.3"ysnl >&?Hzg@@S0@q= ף-@S?@r@@EEK91307Difusor circular,alum.anod.plat.,D=250mm,fixatb@uEEK91307POProjecte del'ampliaci i reforVEN.3 ysnl >&?GzA@S0@Gz1@bX9HA@r@@EEK91407Difusor circular,alum.anod.plat.,D=300mm,fixatb@uEEK91407POProjecte del'ampliaci i reforVEN.3 ysnl >&?333333@ ףp= ?+@ r@`r@@EEV41210Cable de comunicacions p/BUS de dades, 2x1 mm2 trenat i apantallatT@mEEV41210POProjecte del'ampliaci i reforVEN.3ysnl >&?X@fffff @@U@\W@d@@EEV3T32EControl remot RBCAMT32E TOSHIBAv@uEEV3T32EPOProjecte del'ampliaci i reforVEN.3ysnl >&E?Gz^U@y#4;@QK@ʾT@@Z@@EE618042Allament conductes ecuma elastomrica,19 mm,exterior,adh.@ m2EE618042POProjecte del'ampliaci i reforVEN.3ysnl >&?q= ףA@jt87@(\B&@rh,A@`r@@EE52Q15AConducte ac.galv.,g=1,2mm,baioneta,munt./suports@m2EE52Q15APOProjecte del'ampliaci i reforVEN.3ysnl >}eLJ B > e E <?B EE4XEMENEIES I CONDUCTES CIRCULARSPOProjecte del'ampliaci i reform1- G BEM3VENTILADORS-EXTRACTORSETProjecte del'ampliaci i refore)% G BEMVENTILADORS I CAIXES DE VENTILACIETProjecte del'ampliaci i reforp40 G EEM3VENTILADORS-EXTRACTORSPOProjecte del'ampliaci i refore)% G EEMVENTILADORS I CAIXES DE VENTILACIPOProjecte del'ampliaci i reforp40 G BEK2REIXETES D'IMPULSI O RETORN D'UNA FILERA D'ALETES ORIENTABLES HORITZONTALSETProjecte del'ampliaci i refor^Z G EEK2REIXETES D'IMPULSI O RETORN D'UNA FILERA D'ALETES ORIENTABLES HORITZONTALSPOProjecte del'ampliaci i refor^Z G BEKCREGULADORS DE FLUX CIRCULARSETProjecte del'ampliaci i refork/+ G EEKCREGULADORS DE FLUX CIRCULARSPOProjecte del'ampliaci i refork/+ G BEK9DIFUSORS CIRCULARSETProjecte del'ampliaci i refora%! 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Material\par - Tipus\par - Dimensions en cm\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL2" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conductes rectangulars de planxa d'acer galvanitzat en m\'f2duls de 2 m.\par CARACTER\'cdSTIQUES GENERALS:\par Les seves unions longitudinals han de ser encadellades, i els extrems han d'anar amb plecs de 180\'b0.\par Les quatre cares han d'anar refor\'e7ades amb plec del tipus "punta de diamant".\par Els conductes han de suportar els esfor\'e7os deguts al seu propi pes, al moviment de l'aire, als propis de la seva manipulaci\'f3, aix\'ed com a les vibracions que es puguin produir com a conseq\'fc\'e8ncia del r\'e8gim normal de funcionament.\par No poden tenir peces interiors soltes.\par Les superf\'edcies internes han de ser llises.\par No han de contaminar l'aire que circula pel seu interior.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'engr\'f2s i amb les corresponents tires d'uni\'f3 transversal.\par Emmagatzematge: En llocs protegits contra els impactes i de la pluja.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias Iz LVAL TE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par *UNE 100101:1984 Conductos para transporte de aire. Dimensiones y tolerancias.\par *UNE 100102:1988 Conductos de chapa met\'e1lica. Espesores. Uniones. Refuerzos.\par *UNE 100104:1988 Climatizaci\'f3n. Conductos de chapa met\'e1lica. Pruebas de recepci\'f3n.\par\pard\par }q LVAL Part reformada perimetral de faana zona de treball 1 .45 2.95 1.3275 C#*D#*E#*F# 1 16.55 2.95 48.8225 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 5.4 2.95 15.93 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 .5 2.95 1.475 C#*D#*E#*F# 1 9.1 2.95 26.845 C#*D#*E#*F# -3 .5 1.6 2.25 -5.4 C#*D#*E#*F# aula de formaci 1 1.35 2.95 3.9825 C#*D#*E#*F# 1 3.3 2.95 9.735 C#*D#*E#*F# -1 .5 1.6 2.25 -1.8 C#*D#*E#*F# 2 2.85 2.95 16.815 C#*D#*E#*F# 2 2.75 2.95 16.225 C#*D#*E#*F# 1 4.9 2.95 14.455 C#*D#*E#*F# espai silenci 1 2 2.95 5.9 C#*D#*E#*F# 1 5 2.95 14.75 C#*D#*E#*F# -3 .5 1.45 2.25 -4.89375 Part reformada perimetral de faana zona de treball 1 .45 2.95 1.3275 C#*D#*E#*F# 1 16.55 2.95 48.8225 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 5.4 2.95 15.93 C#*D#*E#*F# -4 .5 1.6 2.25 -7.2 C#*D#*E#*F# 1 .5 2.95 1.475 C#*D#*E#*F# 1 9.1 2.95 26.845 C#*D#*E#*F# -3 .5 1.6 2.25 -5.4 C#*D#*E#*F# aula de formaci 1 1.35 2.95 3.9825 C#*D#*E#*F# 1 3.3 2.95 9.735 C#*D#*E#*F# -1 .5 1.6 2.25 -1.8 C#*D#*E#*F# 2 2.85 2.95 16.815 C#*D#*E#*F# 2 2.75 2.95 16.225 C#*D#*E#*F# 1 4.9 2.95 14.455 C#*D#*E#*F# espai silenci 1 2 2.95 5.9 C#*D#*E#*F# 1 5 2.95 14.75 C#*D#*E#*F# -3 .5 1.45 2.25 -4.89375 C#*D#*E#*F# 1 5.7 2.95 16.815 C#*D#*E#*F# -3 .5 1.45 2.95 -6.41625 C#*D#*E#*F# 1 1.9 2.95 5.605 C#*D#*E#*F# 1 3.4 2.95 0 0 C#*D#*E#*F# -2 .5 1.45 2.25 -3.2625 C#*D#*E#*F# 1 6.7 2.95 19.765 C#*D#*E#*F# -3 .5 1.45 2.25 -4.89375 C#*D#*E#*F# per divisries magatzem 1 1.95 2.95 5.7525 C#*D#*E#*F# 1 1.1 2.95 3.245 C#*D#*E#*F# 1 1.9 2.95 5.605 C#*D#*E#*F# Part ampliaci perimetral faanes zona informtica 3 .6 3 5.4 C#*D#*E#*F# per divisries zona informtica 1 7.25 3 21.75 C#*D#*E#*F# -2 .5 1.4 2.25 -3.15 C#*D#*E#*F# zona de treball 1 3.1 3 9.3 C#*D#*E#*F# R 1 50 1 50 C#*D#*E#*F# LVAL /P><P n='k0 S   XY' t='{'>}nni</P><P n='n  R' t='{'>xa } S " n  0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y^' t='i' c='YZ'><P n='waR ' t='q'>Y_</P><P n='k0 S   XX' t='{'>n  VqV</P><P n='k0 S   XY' t='{'>p  VqV</P><P n='n  R' t='{'>n  q  9  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y_' t='i' c='YZ'><P n='waR ' t='q'>Y`</P><P n='k0 S   XX' t='{'>n  VnV</P><P n='k0 S   XY' t='{'>p  VnV</P><P n='n  R' t='{'>n  n  0  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y`' t='i' c='YZ'><P n='waR ' t='q'>Ya</P><P n='k0 S   XX' t='{'>lVxa~</P><P n='k0 S   XY' t='{'>lVxa~</P><P n='n  R' t='{'>la0 R0 xa~ : S0 </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Ya' t='i' c='YZ'><P n='waR ' t='q'>ZX</P><P n='k0 S   XX' t='{'>lV| S</P><P n='k0 S   XY' t='{'>lV| S</P><P n='n  R' t='{'>la0 R0 | S0  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>Y</P></P><P n='k  ZX' t='i' c='YZ'><P n='waR ' t='q'>ZY</P><P n='k0 S   XX' t='{'>n  Vq SV</P><P n='k0 S   XY' t='{'>p  Vq SV</P><P n='n  R' t='{'>n  q Sa 0 </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</LVAL P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  ZY' t='i' c='YZ'><P n='waR ' t='q'>ZZ</P><P n='k0 S   XX' t='{'>n  V| SV</P><P n='k0 S   XY' t='{'>p  V| SV</P><P n='n  R' t='{'>n  | S0  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  ZZ' t='i' c='YZ'><P n='waR ' t='q'>Z[</P><P n='k0 S   XX' t='{'>n  Vt V</P><P n='k0 S   XY' t='{'>p  Vt V</P><P n='n  R' t='{'>n  t  a</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Z[' t='i' c='YZ'><P n='waR ' t='q'>Z\</P><P n='k0 S   XX' t='{'>xlq</P><P n='k0 S   XY' t='{'>xnq</P><P n='n  R' t='{'>xa " aq  9  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Z\' t='i' c='YZ'><P n='waR ' t='q'>Z]</P><P n='k0 S   XX' t='{'>}lq</P><P n='k0 S   XY' t='{'>}nq</P><P n='n  R' t='{'>} S " q  9  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Z]' t='i' c='YZ'><P n='waR ' t='q'>Z^</P><P n='k0 S   XX' t='{'>xln</P><P n='k0 S   XY' t='{'>xnn</P><P n='n  R' t='{'>xa " an  0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]<LVAL /P><P n='}:  ' t='q'>[</P></P><P n='k  Z^' t='i' c='YZ'><P n='waR ' t='q'>Z_</P><P n='k0 S   XX' t='{'>}ln</P><P n='k0 S   XY' t='{'>}nn</P><P n='n  R' t='{'>} S " n  0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Z_' t='i' c='YZ'><P n='waR ' t='q'>Z`</P><P n='k0 S   XX' t='{'>waRa</P><P n='k0 S   XY' t='{'>waR </P><P n='n  R' t='{'>v" waRa</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>[]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>Y</P><P n='~aSt  : ' t='q'>Z</P><P n='n  a0 : ' t='q'>Y</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>Z</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n='k   ak0  ' t='q'>Y^___ZY]</P></P><P n='k  [' t='i' c='YX'><P n='k  "  0 : ' t=' ' c='Za'><P n='k  S' t='q'>Z`</P><P n='k  X' t='i' c='YZ'><P n='waR ' t='q'>Y</P><P n='k0 S   XX' t='{'>k R </P><P n='k0 S   XY' t='{'>k&#27;R  </P><P n='n  R' t='{'>k R </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y' t='i' c='YZ'><P n='waR ' t='q'>Z</P><P n='k0 S   XX' t='{'>l: 9 a 9  &#27;</P><P n='k0 S   XY' t='{'>l: 9 a 9  &#27; </P><P n='n  R' t='{'>l: 9 a 9   </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  Z' t='i' c='YZ'><P n='waR ' t='q'>[</P><P n='k0 S   XX' t='{'>lVz " </P><P n='k0 S   XY' t='{'>lVz" </P><P n='n  R' t='{'>z" 0  LVAL  S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>Y</P></P><P n='k  [' t='i' c='YZ'><P n='waR ' t='q'>\</P><P n='k0 S   XX' t='{'>k0  V</P><P n='k0 S   XY' t='{'>k0  V</P><P n='n  R' t='{'>qRk0  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>Y</P></P><P n='k  \' t='i' c='YZ'><P n='waR ' t='q'>]</P><P n='k0 S   XX' t='{'>v S: </P><P n='k0 S   XY' t='{'>v S0 : </P><P n='n  R' t='{'>v S: </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  ]' t='i' c='YZ'><P n='waR ' t='q'>^</P><P n='k0 S   XX' t='{'>lqz</P><P n='k0 S   XY' t='{'>nqz</P><P n='n  R' t='{'>q  9  z0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>Y</P></P><P n='k  ^' t='i' c='YZ'><P n='waR ' t='q'>_</P><P n='k0 S   XX' t='{'>lnz</P><P n='k0 S   XY' t='{'>nnz</P><P n='n  R' t='{'>n  0  z0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>Y</P></P><P n='k  _' t='i' c='YZ'><P n='waR ' t='q'>`</P><P n='k0 S   XX' t='{'>Mi~</P><P n='k0 S   XY' t='{'>Mi~</P><P n='n  R' t='{'>xa a: </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 LVAL a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  `' t='i' c='YZ'><P n='waR ' t='q'>a</P><P n='k0 S   XX' t='{'>k : S</P><P n='k0 S   XY' t='{'>k : S</P><P n='n  R' t='{'>k : S</P><P n='|  ' t='q'>_</P><P n='n a" 0 S ' t='{'>KTKKKTKKXVXX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  a' t='i' c='YZ'><P n='waR ' t='q'>YX</P><P n='k0 S   XX' t='{'>qVkaSV</P><P n='k0 S   XY' t='{'>qVkaSV</P><P n='n  R' t='{'>q"  aSkaS } 9 0 S</P><P n='|  ' t='q'>_</P><P n='n a" 0 S ' t='{'>KTKKKTKKXVXX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  YX' t='i' c='YZ'><P n='waR ' t='q'>YY</P><P n='k0 S   XX' t='{'>z: SVqV</P><P n='k0 S   XY' t='{'>z: SVqV</P><P n='n  R' t='{'>{Sz: Sa 9 9   q  9  </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>_]</P><P n='}:  ' t='q'>Y</P></P><P n='k  YY' t='i' c='YZ'><P n='waR ' t='q'>YZ</P><P n='k0 S   XX' t='{'>z: SVnV</P><P n='k0 S   XY' t='{'>z: SVnV</P><P n='n  R' t='{'>{Sz: Sa 9 9   n  0  </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>_]</P><P n='}:  ' t='q'>Y</P></P><P n='k  YZ' t='i' c='YZ'><P n='waR ' t='q'>Y[</P><P n='k0 S   XX' t='{'>xlqi</P><P n='k0 S   XY' t='{'>xnqi</P><P n='n  R' t='{'>xa xa " aq  9  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y[' t='i' c='YZ'><P n='waR ' t='q'>Y\</P><P n='k0 S   XX' t='{'>}lqi</P><P n='kLVAL 0 S   XY' t='{'>}nqi</P><P n='n  R' t='{'>xa } S " q  9  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y\' t='i' c='YZ'><P n='waR ' t='q'>Y]</P><P n='k0 S   XX' t='{'>xlni</P><P n='k0 S   XY' t='{'>xnni</P><P n='n  R' t='{'>xa xa " an  0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y]' t='i' c='YZ'><P n='waR ' t='q'>Y^</P><P n='k0 S   XX' t='{'>}lni</P><P n='k0 S   XY' t='{'>}nni</P><P n='n  R' t='{'>xa } S " n  0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y^' t='i' c='YZ'><P n='waR ' t='q'>Y_</P><P n='k0 S   XX' t='{'>n  VqV</P><P n='k0 S   XY' t='{'>p  VqV</P><P n='n  R' t='{'>n  q  9  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  Y_' t='i' c='YZ'><P n='waR ' t='q'>Y`</P><P n='k0 S   XX' t='{'>n  VnV</P><P n='k0 S   XY' t='{'>p  VnV</P><P n='n  R' t='{'>n  n  0  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>Y</P></P><P n='k  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t='{'>xlq</P><P n='k0 S   XY' t='{'>xnq</P><P n='n  R' t='{'>xa " aq  9  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]<LVAL /P><P n='}:  ' t='q'>[</P></P><P n='k  Z\' t='i' c='YZ'><P n='waR ' t='q'>Z]</P><P n='k0 S   XX' t='{'>}lq</P><P n='k0 S   XY' t='{'>}nq</P><P n='n  R' t='{'>} S " q  9  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Z]' t='i' c='YZ'><P n='waR ' t='q'>Z^</P><P n='k0 S   XX' t='{'>xln</P><P n='k0 S   XY' t='{'>xnn</P><P n='n  R' t='{'>xa " an  0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Z^' t='i' c='YZ'><P n='waR ' t='q'>Z_</P><P n='k0 S   XX' t='{'>}ln</P><P n='k0 S   XY' t='{'>}nn</P><P n='n  R' t='{'>} S " n  0  </P><P n='|  ' t='q'>`</P><P n='n a" 0 S ' t='{'>RRW" " W</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Z_' t='i' c='YZ'><P n='waR ' t='q'>Z`</P><P n='k0 S   XX' t='{'>waRa</P><P n='k0 S   XY' t='{'>waR </P><P n='n  R' t='{'>v" waRa</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>[]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>[</P><P n='~aSt  : ' t='q'>Z</P><P n='n  a0 : ' t='q'>Y</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>X</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n='k   ak0  ' t='q'>Y^___ZY]</P></P><P n='k  \' t='i' c='YX'><P n='k  "  0 : ' t=' ' c='^'><P n='k  S' t='q'>]</P><P n='k  X' t='i' c='YZ'><P n='waR ' t='q'>Y</P><P n='k0 S   XX' t='{'>k R </P><P n='k0 S   XY' t='{'>k&#27;R  </P><P n='n  R' t='{'>k R </P><P LVALl6" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par A\'efllament t\'e8rmic per a conductes.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Muntat interiorment\par - Muntat exteriorment\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Neteja de superf\'edcies a recobrir\par - Fixaci\'f3 de l'a\'efllament als conductes\par CONDICIONS GENERALS:\par La zona per recobrir ha de ser la reflectida en la DT o la indicada per la DF.\par En cap cas l'a\'efllament ha d'interferir amb parts m\'f2bils dels components a\'efllats.\par A\'cfLLAMENT MUNTAT INTERIORMENT:\par L'a\'efllament s'ha d'aplicar a l'interior del conducte, adherit a les parets per la cara que no t\'e9 recobriment, per mitj\'e0 d'adhesiu.\par Els junts entre les diverses peces de l'a\'efllament han de quedar lleugerament comprimits i s'han de segellar amb adhesiu.\par A\'cfLLAMENT MUNTAT EXTERIORMENT:\par L'a\'efllament s'ha d'aplicar a l'exterior del conducte, en contacte amb les parets per la cara sense recobriment.\par Els junts entre les diverses peces de l'a\'efllament han de quedar lleugerament comprimits i s'han de segellar amb cinta autoadhesiva UNE 100-106.\par Els suports del conducte han de quedar a l'exterior de l'a\'efllament per a evitar el pont t\'e8rmic. L'a\'efllament per utilitzar a la zona de contacte amb el suport ha de ser de tipus dur.\par Cal fer un assentament continuat i segur sobre la superf\'edcie que s'ha d'a\'efllar tot procurant, per\'f2, mantenir-ne el gruix sense cap pressi\'f3 que el faci disminuir.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3LVAL,\par\par Abans de col\'b7locar l'a\'efllament, s'ha de netejar la superf\'edcie del conducte de brosses, \'f2xids, etc., i s'ha d'aplicar una pintura antioxidant si no t\'e9 cap protecci\'f3.\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par S'ha de comprovar que les caracter\'edstiques del producte corresponen a les especificades al projecte.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par UNE 100171:1989 IN Climatizaci\'f3n. Aislamiento t\'e9rmico. Materiales y colocaci\'f3n.\par UNE 100171:1992 ERR Climatizaci\'f3n. Aislamiento t\'e9rmico. Materiales y colocaci\'f3n.\par UNE 100172:1989 Climatizaci\'f3n. Revestimiento termoac\'fastico interior de conductos.\par\pard\par }LVAL{6" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Adhesius que requereixen escampar-se a les dues superf\'edcies que s'han d'unir.\par S'han considerat els seg\'fcents tipus:\par - De cautx\'fa sint\'e8tic en dissoluci\'f3, compatible o no amb el poliestir\'e8, o amb el PVC.\par - De cloropr\'e9\par - De resines epoxi bicomponent\par ADHESIU DE CAUTX\'da SINT\'c8TIC:\par Ha de ser f\'e0cil d'aplicar, ha de tenir bona estabilitat dimensional enfront dels canvis de temperatura i una gran for\'e7a adhesiva inicial.\par Si \'e9s compatible amb el poliestir\'e8, no ha de portar diluents i components que reaccionin qu\'edmicament amb aquest.\par Si \'e9s per a PVC, ha de ser resistent als \'e0cids, als \'e0lcalis, a l'aigua i als olis.\par Temps de pre-assecatge en condicions normals: 10 - 20 min\par Temps \'fatil de treball: 15 - 30 min\par Densitat a 20\'b0C (D): 0,8 <= D <= 0,9 g/cm3\par Rendiment: Aprox. 300 g/m2\par ADHESIU DE CLOROPR\'c9:\par Adhesiu de contacte amb base de policloropr\'e9 amb dissoluci\'f3 d'hidrocarburs i dissolvents polars.\par Ha de ser f\'e0cil d'aplicar, ha de tenir bona estabilitat dimensional enfront dels canvis de temperatura i una gran for\'e7a adhesiva inicial.\par Contingut de s\'f2lids: 26%\par Densitat : 0,83\par Resist\'e8ncia a la calor: 160\'b0C\par ADHESIUS DE RESINES EPOXI BICOMPONENT\par Adhesiu a base d'un aglomerant de resines epoxi que es catalitzen en ser mesclades amb un activador.\par La mescla preparada despr\'e9s d'agitar-la 3 minuts no pot tenir co\'e0guls, pellofes ni dip\'f2sits durs.\par Caracter\'edstiques de la pel\'b7l\'edcula l\'edquida:\pLVAL,ar - Temperatura d'inflamaci\'f3: > 20\'b0C\par - Rendiment: > 1 kg/m2\par - Temperatura m\'ednima d'enduriment: 15\'b0C\par - Vida \'fatil de la mescla a 20\'b0C: > 3 h\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En envasos herm\'e8ticament tancats.\par A cada env\'e0s hi ha de figurar les dades seg\'fcents:\par - Identificaci\'f3 del fabricant\par - Nom comercial del producte\par - Identificaci\'f3 del producte\par - Data de caducitat\par - Pes net o volum del producte\par - Instruccions d'\'fas\par - Limitacions d'\'fas (temperatura, materials, etc.)\par - Toxicitat i inflamabilitat\par - Temps d\'92assecat\par - Rendiment \par Per adhesius de dos components:\par - Proporci\'f3 de la mescla\par - Temps d'inducci\'f3 de la mescla\par - Vida de la mescla\par Emmagatzematge: En el seu env\'e0s, en locals ventilats, sense contacte amb el terreny.\par Temperatura d'emmagatzematge:\par - De cautx\'fa: 5\'b0C - 30\'b0C\par - De cloropr\'e9: 10\'b0C - 25\'b0C\par Temps m\'e0xim d'emmagatzematge:\par - De cautx\'fa: <= 6 mesos a partir de la data de fabricaci\'f3\par - De cloropr\'e9: 1 any\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }L'^  @ @ @ @ @ @ QQOOo6D8LQOOo6D8 :'QQOOq866J68:U666 CQQOOq866J68<U666 BQQOOq866LQOOq866 AQQOOqb@6J68:U666 =QQOOqb@6J68<U666 QQ\:8OJDJ68:U666 LQQ\:8OJDJ68<U666 MQQ\:8OJDLQ\:8OJD NQQ\:8\DDJ68:U666 QQ\:8\DDJ68<U666 QQ\:8\DDLQ\:8\DD QQ\:8\JDJ68:U666 QQ\:8\JDJ68<U666 QQ\:8\JDLQ\:8\JD QQ\H8<6DJ68:U666 QQ\H8<6DJ68<U666 QQ\H8<6DLQ\H8<66 QQ\H8>6DJ68:U666 QQ\H8>6DJ68<U666 :IQQ\H8>6DLQ\H8>66 :HQQ\H:>6DJ68:U666 6QQ\H:>6DJ68<U666 7QQ\H:>6DLQ\H:>66 5QQ\H<>6DJ68:U666 /QQ\H<>6DJ68<U666 .QQ\H<>6DLQ\H<>68 -QQ\MJSSJ68:U666 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QS@JLm8>J68<`666 LVAL n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y' t='i' c='YZ'><P n='waR ' t='q'>Z</P><P n='k0 S   XX' t='{'>l: 9 a 9  &#27;</P><P n='k0 S   XY' t='{'>l: 9 a 9  &#27; </P><P n='n  R' t='{'>l: 9 a 9   </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  Z' t='i' c='YZ'><P n='waR ' t='q'>[</P><P n='k0 S   XX' t='{'>laV</P><P n='k0 S   XY' t='{'>laV</P><P n='n  R' t='{'>la0 R0 </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  [' t='i' c='YZ'><P n='waR ' t='q'>\</P><P n='k0 S   XX' t='{'>z: SVqV</P><P n='k0 S   XY' t='{'>z: SVqV</P><P n='n  R' t='{'>{Sz: Sa 9 9   q  9  </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>_]</P><P n='}:  ' t='q'>Y</P></P><P n='k  \' t='i' c='YZ'><P n='waR ' t='q'>]</P><P n='k0 S   XX' t='{'>z: SVnV</P><P n='k0 S   XY' t='{'>z: SVnV</P><P n='n  R' t='{'>{Sz: Sa 9 9   n  0  </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>_]</P><P n='}:  ' t='q'>Y</P></P></P><P n='t  0 " : ' t='q'>X</P><P n='~aSt  : ' t='q'>X</P><P n='n  a0 : ' t='q'>X</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>X</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n='k   ak0  ' t='q'>Y^___ZY]</P></P><P n='k  ]' t=LVAL 'i' c='YX'><P n='k  "  0 : ' t=' ' c='`'><P n='k  S' t='q'>_</P><P n='k  X' t='i' c='YZ'><P n='waR ' t='q'>Y</P><P n='k0 S   XX' t='{'>k R H    0 </P><P n='k0 S   XY' t='{'>k&#27;R  H   0 </P><P n='n  R' t='{'>k R t   0 </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y' t='i' c='YZ'><P n='waR ' t='q'>Z</P><P n='k0 S   XX' t='{'>k R HS0 : 9 0 </P><P n='k0 S   XY' t='{'>k&#27;R  HS0 a0 </P><P n='n  R' t='{'>k R |0 : 9 0 </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Z' t='i' c='YZ'><P n='waR ' t='q'>[</P><P n='k0 S   XX' t='{'>l: 9 a 9  &#27;HS0 : 9 0 </P><P n='k0 S   XY' t='{'>l: 9 a 9  &#27; HS0 a0 </P><P n='n  R' t='{'>l: 9 a 9   |0 : 9 0 </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  [' t='i' c='YZ'><P n='waR ' t='q'>\</P><P n='k0 S   XX' t='{'>m: S0 SHS0 : 9 0 </P><P n='k0 S   XY' t='{'>m: S0 R HS0 a0 </P><P n='n  R' t='{'>m: S0 S|0 : 9 0 </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  \' t='i' c='YZ'><P n='waR ' t='q'>]</P><P n='k0 S   XX' t='{'>Mi: :   0 S</P><P n='k0 S   XY' t='{'>Mi:   0 R </P><P n='n  R' t='{'>xa9 i: :   0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ]' t='i' c='YZ'><P n='waRLVAL  ' t='q'>^</P><P n='k0 S   XX' t='{'>Mkk</P><P n='k0 S   XY' t='{'>Mkk</P><P n='n  R' t='{'>kk</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ^' t='i' c='YZ'><P n='waR ' t='q'>_</P><P n='k0 S   XX' t='{'>Mkz</P><P n='k0 S   XY' t='{'>Mkz</P><P n='n  R' t='{'>kz</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>X</P><P n='~aSt  : ' t='q'>X</P><P 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n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  Z' t='i' c='YZ'><P n='waR ' t='q'>[</P><P n='k0 S   XX' t='{'>i"  RHxa: : </P><P n='k0 S   XY' t='{'>uRHxa: </P><P n='n  R' t='{'>i"  Rxa: : </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n=LVAL 'mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  [' t='i' c='YZ'><P n='waR ' t='q'>\</P><P n='k0 S   XX' t='{'>i"  RHkaSHwa  </P><P n='k0 S   XY' t='{'>uRHkaSHwa  </P><P n='n  R' t='{'>i"  RkaSwa  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  \' t='i' c='YZ'><P n='waR ' t='q'>]</P><P n='k0 S   XX' t='{'>i"  RHkaSHxa&#21; R</P><P n='k0 S   XY' 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t='{'>q"  aSHkaSHxa&#21; R</P><P n='k0 S   XY' t='{'>q"  aSHkaSHxa  R </P><P n='n  R' t='{'>q"  aSkaSxa  R </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  YX' t='i' c='YZ'><P n='waR ' t='q'>YY</P><P n='k0 S   XX' t='{'>q"  aSHn  0  Hm: S " 0 S</P><P n='k0 S   XY' t='{'>q"  aSHn  0  Hm: S " 0 R </P><P n='n  R' t='{'>q"  aSn  0  m: S " 0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  YY' t='i' c='YZ'><P n='waR ' t='q'>YZ</P><P n='k0 S   XX' t='{'>q"  aSHz " 0   S</P><P n='k0 S   XY' t='{'>q"  aSHz" 0   S</P><P n='n  R' t='{'>q"  aSz " 0   S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>X</P><P n='~aSt  : ' t='q'>X</P><P n='n  a0 : ' t='q'>X</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>X</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n=LVAL 'k   ak0  ' t='q'>Y^___ZY]</P></P><P n='k  _' t='i' c='YX'><P n='k  "  0 : ' t=' ' c='`'><P n='k  S' t='q'>_</P><P n='k  X' t='i' c='YZ'><P n='waR ' t='q'>Y</P><P n='k0 S   XX' t='{'>i"  RHkaSHwa  </P><P n='k0 S   XY' t='{'>uRHkaSHwa  </P><P n='n  R' t='{'>i"  RkaSwa  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y' t='i' 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n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ^' t='i' c='YZ'><P n='waR ' t='q'>_</P><P n='k0 S   XX' t='{'>MHi: :   0 S</P><P n='k0 S   XY' t='{'>MHi:   0 R </P><P n='n  R' t='{'>|9 i: :   0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>X</P><P n='~aSt  : ' t='q'>X</P><P n='n  a0 : ' t='q'>X</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>X</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n='k   ak0  ' t='q'>Y^___ZY]</P></P></P><P n='z9  RiS " 0 S 9 0 ' t='j'>X</P><P n='k R q  9  0  ' t='{'></P><P n='q 9 a"  S' t='q'>X</P><P n='k  0 ai" `t  0 " : ' t='j'>X</P><P n='k  0 : i:  9 m9  ' t='j'>X</P><P n='m 0  0 i" `t  0 " : ' t='j'>X</P><P n='m 0  0 i" `i:  9 m9  ' t='j'>X</P><P n='m 0  0 xa S0  R ' t='j'>X</P><P n='za:  S0 a|0 :  0 : ~ aS0  : ' t='j'>Y</P><P n='l ` t  a' t='j'>X</P></P></PARAMS></XMLFUNCTIONCALL>qQb< EM5I'qQb: LVALPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitacPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.Partida alada a justificar per l'estimaci econmica de la gesti de residus de la construcci, en base a l'estudi de Gesti de Residus de Construcci i demolici Reparaci puntual de terrat a la catalana, amb substituci de peces trencades i soltes, fins un mxim del 25 % i rejuntat amb morter asfltic, crrega manual de runa sobre Partida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de ConstruccPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i DemoliciPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de ConstruPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.Partida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.Partida alada a jPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus Partida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.Partida alada a justifiPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.Partida alada a justificar per l'estimaci econmica de la gesti de residusPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Partida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.Partida alada a justificar per l'estimaci econmica de la gesti de residus de la construcci, en base a l'estudi de Gesti de Residus de Construcci i demolici Reparaci puntual de terratPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de ConPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.Partida alada a justificar per l'estimaciPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i DemolicPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de ConstruccPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de ConstPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.Partida alada a justificar per l'estimaci econPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.Partida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.LVALD:" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Elements per a la regulaci\'f3, control, supervisi\'f3 i gesti\'f3 d\'92instal\'b7lacions, muntats i connectats.\par S\'92han de considerar els seg\'fcents tipus d\'92elements:\par - Controladors locals\par - Pantalles LCD de presa de dades local\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Replanteig de la unitat d\'92obra\par - Col\'b7locaci\'f3 dels controladors i dels seus accessoris en el seu empla\'e7ament\par - Connexi\'f3 a la xarxa el\'e8ctrica\par - Connexi\'f3 al circuit de control\par - Prova de servei\par - Retirada de l\'92obra d\'92embalatges, retalls de cables, etc.\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Els controls nom\'e9s han de ser accessibles al personal t\'e8cnic.\par Els equips han de quedar instal\'b7lats i en condicions de funcionament.\par Ha d\'92estar feta la prova de servei.\par Ha de quedar fixat s\'f2lidament al suport pels punts previstos a les instruccions d\'92instal\'b7laci\'f3 del fabricant.\par Les connexions s\'92han de fer per mitj\'e0 de connectors normalitzats.\par Han d\'92estar fetes totes les connexions, tant les dels circuits de control i presa de dades, com les del circuit d\'92alimentaci\'f3. Es faran servir els connectors adequats en cada cas.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par El muntatge s\'92hLVALa de fer seguint les instruccions de la documentaci\'f3 t\'e8cnica del fabricant. S\'92ha de seguir la seq\'fc\'e8ncia de muntatge proposada pel fabricant.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par S'ha de comprovar que les caracter\'edstiques t\'e8cniques de l'aparell corresponen a les especificades al projecte.\par S\'92ha de comprovar la idone\'eftat de la tensi\'f3 disponible amb la dels aparells.\par Les connexions a les diferents xarxes de servei es faran un cop tallats els corresponents subministraments.\par Les proves i ajustos sobre els equips han de ser fetes per personal especialitzat.\par Un cop instal\'b7lat l'equip, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants com ara embalatges, retalls de tubs, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat realment instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }LVALc:" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elements per a la regulaci\'f3, control, supervisi\'f3 i gesti\'f3 d\'92instal\'b7lacions.\par S\'92han considerat els seg\'fcents tipus d\'92elements:\par - Controladors locals\par - Pantalles LCD de presa de dades local\par CARACTER\'cdSTIQUES GENERALS:\par Les especificacions, rangs de valors, complements i altres caracter\'edstiques espec\'edfiques de l\'92element han de coincidir amb les indicades a la DT i cal que la DF aprovi la marca i el model.\par El fabricant ha de garantir que les caracter\'edstiques de l\'92element compleixen amb les especificacions de la DT, de la pr\'f2pia documentaci\'f3 t\'e8cnica del fabricant i que els elements s\'f3n compatibles amb la resta del seu sistema o amb el sistema en el cas que s\'92integrin.\par Han de tenir un aspecte exterior uniforme i sense defectes.\par No ha de tenir cantells afilats o arestes vives que puguin, durant la instal\'b7laci\'f3, \'fas normal o manteniment, suposar uns risc per als usuaris o pels elements de la instal\'b7laci\'f3 que l\'92envolten.\par Ha de tenir la resist\'e8ncia mec\'e0nica suficient i ha d\'92estar constru\'eft de manera que pugui suportar, sense precaucions especials, les condicions d\'92\'fas, muntatge i manteniment.\par El fabricant es el responsable de que els elements ofereixin les garanties degudes pel que fa a la qualitat, seguretat i funcionament, segons el previst en les condicions de la DT.\par Tots els elements que constitueixen l'element han de ser compatibles entre s\'ed.\par En cas de fallada, cap component ha d'emetre ni flames, ni gasos. Tots els maLVAL terials a\'efllants protectors contra xocs el\'e8ctrics han de ser autoextingibles, amb baixa emissivitat de fums i lliures d'halogenurs.\par Grau de protecci\'f3 m\'ednim: IP30\par Temperatura de funcionament: 0\'baC-45\'baC\par Humitat de funcionament: 5%-90%\par CONTROLADORS LOCALS:\par Ha de poder connectar-se a les entrades i sortides, al bus de dades i a la alimentaci\'f3, sense que es produeixen interfer\'e8ncies el\'e8ctriques als circuit el\'e8ctric o de dades.\par Els borns d'entrada, sortida, bus de dades i alimentaci\'f3 has d'estar identificats en el xass\'eds de manera permanent.\par Ha de tenir incorporat internament o externament el sistema d'alimentaci\'f3 per a una tensi\'f3 de 230V c.a. i 50Hz\par El nombre d'entrades i sortides ha de coincidir amb el indicat a la DT \par La programaci\'f3 especifica del controlador ha d'estar introdu\'efda al sistema de mem\'f2ria interna i provat el seu funcionament, segons les especificacions de la DT i aprovada per la DF .\par El sistema de mem\'f2ria interna ha de ser capa\'e7 de mantenir intactes les dades durant un terminin m\'ednim de 15 hores en cas de fallada de tensi\'f3 d'alimentaci\'f3.\par PANTALLES LCD DE PRESSA DE DADES LOCAL:\par Ha de ser compatible amb el controlador sobre el que s'ha d\'92instal\'b7lar.\par Els seus car\'e0cters han de ser llegibles amb una il\'b7luminaci\'f3 de 0 lux a 30 cm.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par El fabricant ha de subministrar la documentaci\'f3 t\'e8cnica, instruccions, esquemes i plantilles necessaris per al muntatge, connexi\'f3 de l\'92element i el manteniment.\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats, raigs de sol i dins l\'92embalatge original.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el RegJ LVALZ lamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par } LVALFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prefabricada de cermica armada de 14cm d'amplria i 3.1 m de llargria, per a revestir, col.locada amb el mateix morter de la paretParet estructural per a revestir, de 20 cm de gruixFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prefabricada de cermica armada de 14cm d'amplria i 3.1 m de llargria, per a revestir, col.locada amb el mateix morter de la paretParetFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de Formaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 16Formaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prefFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prefabricada de cermica armada de 14cm d'amplria i 3.1 m de llargria, per a rFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prefabricada de cermica armada de 14cm d'amplria i 3.1 m de llargria, per a revestiFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prefabricada de cermica armada de 14cm d'amplria i 3.1 m de llargria, per a revesFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prefabricada dFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prefabricada de cermica armada de 14cm d'amplria i 3.1 m de llargria, per aFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prefabricada deFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lLlinda prefabricada de cermica armada de 14cm d'amplria i 3.1 m de llargria, per a revestir, col.locada amb el mateix morter de la paretParet estructural per a revestir, dFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 1Formaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques deAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm,Aplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60Aplacat horitzontal amAplacat deAplacat de parament veRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres deRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, deRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintarAplacat horitzontal amb placa Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintarAplacat horitzontal Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm deRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat aRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre bRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibreRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintar LVALPartida Coronament de paret de 28 aPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2,Paviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CG1 (UNE-EN 13888)Paviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CG1 (UNE-EN 13888)Llosa de 6 cm de gruix amb formig HA-25/B/20/IIa de consistncia plstica i grandria mxima del granulat 20 mm, amb acabat remolinat mecnicRecrescuda del suportPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1Paviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CG1 (UNE-EN 13Paviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntatPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 120Paviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta aPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiuPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rePaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CG1 (UNE-EN 13888)Llosa de 6 cm de gruix amPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de macPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beuradaPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb mortePaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CG1 (UNE-EN 13888)  QWL8 @8:8UBm8UBm8UBm G8UBm 2 Q:8iQ::8Q::8<Q:::Q::: h Q::>Q::>Q::@Q::@Q:>: Q:iJ Q<8@Q<8LQ<:@Q<:LQ>8Q>>:Q>>:<Q>>:Q>>: Q>@8Q>@<Q>@H Q>@M Q>@xQ>L8Q>L<Q>LHQ>LH Q>LMQ>O8Q>O< Q>O< Q>OFQ>OMQ>Q:Q>Q: Q>SDQ>^S Q@88Q@8x Q@x8Q@xO Q@xO Q@xSQ@xWQ@xxQB8: QB8>QB8>QB@J`QBx8QD88QD:8 QDF@<QDJ8 QDL8QDL:aQDM8<QDM: 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unitat d\'92obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Replanteig dels elements que composen la unitat d\'92obra\par - Estesa de cables i tubs\par - Execuci\'f3 de les connexions\par - Retirada de l\'92obra del embalatges, retalls de cables, etc.\par - Prova de servei\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida al projecte o, en el seu defecte, la indicada per la DF.\par Els elements han de quedar instal\'b7lats i en condicions de funcionament.\par Ha d\'92estar feta la prova de servei, que cal que aprovi la DF.\par CABLES DE DADES:\par El recorregut ha de ser l'indicat a la DT.\par El cable ha de portar una identificaci\'f3 del circuit al qual pertany.\par S\'92han de dur a terme amb l\'92utillatge adequat i respectant les recomanacions del fabricant del cable.\par Tots els cables de dades s'han de muntar protegits dins de conductes (tubs, canals o safates) exclusius per a contenir els conductors d'aquesta instal\'b7laci\'f3 i separats f\'edsicament del cables de la instal\'b7laci\'f3 el\'e8ctrica. No s'admet cap altre cable conductor ali\'e8 a la instal\'b7laci\'f3.\par La secci\'f3 interior del tub protector ha de ser >= 1,3 vegades la seBLVALRcci\'f3 del cercle circumscrit al feix dels conductors.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par Les connexions a les diferents xarxes de servei es faran un cop tallats els corresponents subministraments.\par Un cop instal\'b7lats els elements, es procedir\'e0 a la retirada de l\'92obra de tots els materials sobrants com ara embalatges, retalls de cables, tubs, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par MATERIAL PER A LA INSTAL\'b7LACI\'d3 EL\'c8CTRICA DE PUNTS DE CONTROL:\par Unitat de quantitat realment instal\'b7lada, amidada segons les especificacions de la DT.\par CABLES DE DADES:\par m de llarg\'e0ria realment col\'b7locat, amidat segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }7|@@@@@@@@@@@@@@ @ @@@@@@@@@@@@@ QJxJ++++ =QLH:++++ ;QM8@++++ @QM8U++++VQM8\++++ QMx<++++QO88++++QO8@++++:QO<@++++=QO@8++++3QODS++++.QQ>:++++ 'QQ@:++++0QQB8++++3QQO++++&QQ\:++++=QQ\H++++9QQ\M++++;QQ\b++++ '9QQ`<++++?QQq<++++5QQq>++++7QQxU++++'QS@++++)QSM++++V*QSM8++++V+QSh++++,QSi8++++.QU8@++++ QU8J++++VCQU:8++++ QU::++++QU:<++++QU:J++++ jQU:M++++QU:O++++QU<8++++QU<:++++QU8++++QU>:++++V@QUB++++QUO8++++V++++Q[:++++Q[<++++ Q[>++++Q`<++++ 'Q`<8++++ 'Q`O8++++ 'Q`O<++++ 'Q`O>++++ 'Q`OB++++ ' Q`OL++++ 'Qb<>++++V2Qf:8++++ ' Qf::++++ ' Qf:>++++ 'Qf:@++++ ' Qf:D++++ 'Qf><++++ 'QfD<++++ 'QfDQ++++ 'QfDx++++ 'Qh@8++++ '5Qh`++++ jQi++++VSiB++++VUO@W++++;\8B++++\:8>++++\:8B++++\:8F++++\:8H++++\:8J++++\:8L++++\:8O++++!\:8Q++++\:8U++++\:8W++++\:8h++++\:8x++++0\>@++++ \>@i++++ \>U:++++ '/\@xi++++V\D[@++++V&\FDF++++ B\HL<++++ ''\v6<++++ ':ffJ6++++VffJo++++LVAL>" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Cables per a bus de dades i materials per a l\'92execuci\'f3 de la instal\'b7laci\'f3 el\'e8ctrica de punts de control per a la regulaci\'f3, control, supervisi\'f3 i gesti\'f3 d\'92instal\'b7lacions.\par S'han considerat els tipus seg\'fcents:\par - Cables per a bus de dades\par - Material per a la instal\'b7laci\'f3 el\'e8ctrica de punts de control\par MATERIAL PER A LA INSTAL\'b7LACI\'d3 EL\'c8CTRICA DE PUNTS DE CONTROL:\par Es composa de tubs r\'edgids o flexibles i cables necessaris per a la realitzaci\'f3 de la instal\'b7laci\'f3 el\'e8ctrica del punt de control.\par Els tubs han de complir la norma UNE_EN 50-086-95 (1) \'93Sistemas de tubos para instalaciones el\'e9ctricas\'94 i amb el \'93Reglamento Electrot\'e9cnico para Baja Tensi\'f3n.\'94\par Els conductors han de complir amb la norma UNE 21-022-82 \'93Conductores de cables aislados.\'94 i amb el \'93Reglamento Electrot\'e9cnico para Baja Tensi\'f3n.\'94\par CABLES DE DADES:\par Aquests cables han d\'92estar constitu\'efts per conductors multifilars de coure de 0,91 mm de di\'e0metre llis i recuit, a\'efllats amb una capa extru\'efda de polietil\'e8 s\'f2lid colorat segons clau i disposats a parells. Els conductors han de ser r\'edgids de coure electrol\'edtic pur, amb un bo trefilatge i uniformement recuit, de secci\'f3 perfectament circular i uniforme. La superf\'edcie ha de ser llisa, neta i brillant i ha d\'92esar exempta d\'92escates, esquerdes o qualsevol altre tipus de defecte.\par Per a l\'92a\'efllament dels conductors s\'92ha d\'92emprar polietil\'e8 d\'92alta densitat i alt pLVAL es molecular. Cada conductor s\'92ha d\'92a\'efllar amb una capa cont\'ednua de polietil\'e8 sense porus ni cap defecte. Els fils a\'efllats s\'92han de torsionar en parells amb un pas adequat i amb un codi de colors per distingir-los. Cadasc\'fa dels aparells s\'92ha d\'92encintar individualment amb una cinta de poliester aplicada helicoidalment amb un cavalcament adequat i altra cinta d\'92alumini-poliester ( de 0,025 mm el fruix de poliester i 0,023 mm l\'92alumini) aplicada tamb\'e9 helicoidalment i amb un cavalcament adequat.\par La coberta de protecci\'f3 \'e9s de tipus anti-ign\'edfuga i ha de constar d\'92una pantalla d\'92alumini i una coberta de termopl\'e0stic ign\'edfug envoltant al nucli. Sobre la cinta envoltant s\'92ha de disposar una cinta d\'92alumini aplicada longitudinalment i cavalcada d\'92un gruix de 0,2 mm i un cavalcament m\'ednim de 6,5 mm. Sota la mateixa s\'92ha d\'92aplicar un conductor de 0,4 mm de di\'e0metre per a continu\'eftat de pantalla.\par Les caracter\'edstiques el\'e8ctriques dels conductors a 20\'baC han de ser les seg\'fcents:\par - Resist\'e8ncia \'f2hmica en c.c a 10 kHz i per bucle: <= 16,3 Ohms 10%\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Bobines normalitzades i degudament protegides, de manera que no s\'92alterin les seves condicions.\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humtiats, raigs de sol i dins del embalatge original.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 20LVAL02\par UNE-EN 50086 1995 Sistemas de tubos para instalaciones el\'e9ctricas. Requisitos generales.\par UNE 21022:1982 Conductores de cables aislados.\par\pard\par }TH d # Dcz0?F@F@F@F@@__BEK93401Persiana de sobrepressi amb lames metlliques amb sortida de 250 mm de dimetre i fixada a paret e@( UBEK93401ETVEN.3VEN.3J@@66666222222(& 0?ffffffR@ffffffR@ffffffR@ffffffR@@Z@imetre i 160 m3e cabal mxi__BEM3B110Extractor heliocentrfug temporitzat,monofsic 230V,D=100mm,cabal=160m3/h,p/conducte@( UBEM3B110ETVEN.3VEN.3;11'''''######  0?̠@̠@̠@̠@@@__BEDDV100Recuperador VN-1000SEy@o UBEDDV100ETVEN.3VEN.3 0?D@D@D@D@@@__BEDDVN80recuperador VN800SEw@o UBEDDVN80ETVEN.3VEN.3 0?@@@@@@@@@@r a sistemescabal variab__BEDDVN50Recuperador VN500SEw@ o UBEDDVN50ETVEN.3VEN.3 0?)\7@)\7@)\7@)\7@r@ls, d'alumini anzat platejat__BEK21K77Reixeta impuls/retorn orientables 600x200mm,20mm recta,p/fix.bast.@ o UBEK21K77ETVEN.3VEN.3) 0?Hz?@Hz?@Hz?@Hz?@r@__BEK21KA7Reixeta impuls/retorn orientables 600x300mm,20mm recta,p/fix.bast.@ o UBEK21KA7ETVEN.3VEN.3) 0?%@%@%@%@r@ulaci volumtridues aletes __BEKCA3F0Regulador flux circular acer lacat D=10u@ o UBEKCA3F0ETVEN.3VEN.3 0?R'@R'@R'@R'@r@__BEKCA4F0Regulador flux circular acer lacat D=12u@ o UBEKCA4F0ETVEN.3VEN.3 0?q= ף-@q= ף-@q= ף-@q= ף-@r@__BEK91300Difusor circular,alum.anod.plat.,D=250mmF@o UBEK91300ETVEN.3VEN.3 0?Gz1@Gz1@Gz1@Gz1@r@GRA_Taula='Familp@  __BEK91400Difusor circular,alum.anod.plat.,D=300mmF@o UBEK91400ETVEN.3VEN.3 0?)\(@)\(@)\(@)\(@`r@ColumnWidthColrderColumnH__BEV41210Cable de comunicacions p/bus de dades, 2x1 mm2 trenat i apantallatH@o MBEV41210ETVEN.3VEN.3)  m QWB8>8H6 WB8>8H6 WB8>8H6  WB8>8H@  WB8>8H@  WB8>8H@  WB8QF<> WB8QF<> WB8QF<> WB8QF<> WL8D@@> WL8D@@> WL8D@@> WL8D@@> WL8D@@>  Wm8L686 Wm8L686 Wm8L686 Wm8o6:6 !Wm8o6:6 "Wm8o6:6 #Wm8o6<6 $Wm8o6<6 %Wm8o6<6 &[8<L:8:#[8<L:8:$[8<L:8:%[8<L:8:&[8>LJ8f'[8>LJ8f([8>LJ8f)[8>LJ8f*[:<H8:8[:<H8:8[:<H8:8[:>J8:8+[:>J8:8,[:>J8:8-[:x88:8 [:x88:8 [:x88:8 [<<88@8[<<88@8[<<88@8[:o6860[>:o6861[><o686[><o686 [>Bo68@[>Bo68@[>Bo6:6[>Bo6:6`<8:B:\ `<8:B:\ `<8:B:\ `<8:B:\ `<8:B:\ `<8<@8\ `<8<@8\ `<8<@8\ `<8<@8\ `<8<@8\ `O88HMB `O88HMB `O88HMB `O88HMB `O8o68: `O8o68: `O8o68: `O<8:6B C`O<8:6B D`O<8:6B `O<8>>8 ?`O<8>>8 @`O<8>>8 A`O<8>>8 B`O<8>>: ;`O<8>>: <`O<8>>: =`O<8>>: >`O<8>>< E`O<8>>< F`O<8>>< G`O<8>>< H`O<8>>m 7`O<8>>m 8`O<8>>m 9`O<8>>m :`O<mJ`f !`O<mJ`f "`O<mJ`f #`O>866> `O>866> `O>866> `O>866> `O>86DH I`O>86DH J`O>86DH K`OB:B:< `OB:B:< `OB:B:< `OLo66@ `OLo66@ `OLo66@  b<>B>fDQ_b<>B>fDQ`b<>B>fDQab<>B>fDQbf:8<66@ ]Kf:8<66@ ]Lf:8<66@ ]Mf:8<86: ]Hf:8<86: ]If:8<86: ]Jf:8Jm<: ]Ef:8Jm<: ]Ff:8Jm<: ]Gf::8^<< ]@f::8^<< ]Af::8^<< ]Bf::H ]Cf::H ]Df::H f:>f:6J Nf:>f:6J Of:>f:6J Pf:@@::H ]Nf:@@::H Lf:@@::H Mf:D:68<  f:D:68<  f:D:68<  f><>BD6 ]'f><>BD6 ](f><>BD6 ])fD<88m> ]*fD<88m> ]+fD<H>mi ],fD<H>mi ]-fD<H>mk ].fD<H>mk ]/fD<o68: ]fD<o68: ] fD<o68: ]!fDQ88MS ]fDQ88MS ]fDQ88MS ]fDx8866 ]$fDx8866 ]%fDx8866 ]&fDx:8uM ]fDx:8uM ]fDx:8uM ]fDx::FF ]"fDx::FF ]#fDxQ8B8 ]fDxQ8B8 ]h@8o668Qh@8o668Qh@8o668 Fh@8o66: Gh@8o66: Hh@8o66: Ih`:o668\7h`:o668\8h`:o668\9h`:o66:\:h`:o66:\;h`:o66:\h`:oJ68\?h`:oJ6:\@h`:oJ6:\Ah`:oJ6:\Bh`:oJ6<\Ch`:oJ6<\Dh`:oJ6<\Eh`:oJ6>\Fh`:oJ6>\Gh`:oJ6>\Hh`:oJ6@\Ih`:oJ6@\Jh`:oJ6@\Kh`:oS68\h`:oS68\h`:oS68\h`:oS6:\h`:oS6:\h`:oS6:\h`:oS6<\h`:oS6<\h`:oS6<\iH ]CQf::H ]DQf::H Qf:>f:6J NQf:>f:6J OQf:>f:6J PQf:@@::H ]NQf:@@::H LQf:@@::H MQf:D:68<  Qf:D:68<  Qf:D:68<  Qf><>BD6 ]'Qf><>BD6 ](Qf><>BD6 ])QfD<88m> ]*LVAL |@ , "|@ , "x@ , "x @ ,  "<  "<  "<@  "  "<  "<@  "<  "<  "<@  "<  "<  "  "<@  "<@  "<  "<  8@ @  8@ "8@ "8@  "<@  "<@  "<  "<   (@ "<@  "<  "<  "<  "<@ " "<  "< "<@@ "<@ "<@  "<@  "<  8@  "<@  "< "<@ " "<  "< "<@@ "<@ "< @  "<@  "<  h@@ ,  h@ ,  h@ , "< "<@  "<  ( "8 "8  "<  (@  (  ( "8 " "8  (@ "8@ "8@  "x@@   "x@   "x@   "x@   "8@  "8@ ! !8 !8@ !8@ ! !< LVAL  (    (@ !8 !8 !x@@ , !x@ , ! !< !x !x !<@ !<@ !8  (    8  !8@@  !8@  "8@   (@   ( @   (@@   (@      (@   (  8@@  8@  8@  8 8@ 0@ 0 @    (@@   (@   ( @  "8@@  "8@  "8 @  "8@  "8  "8  "8@@  "8@  "8@  "8@  "8  "8 !8@ "8 !x@@, !x@,  "x@@,  "x@,  "x@,  "x@, "x@, "x@, "x@, "x@  "x@@ ,  "x@ ,  "x@ ,  "x@ ,  8@   "8 @  "8   (@@   (@   ( @   (  8@@  8@ (8@ (0@ (0 @ (  20% - nfasis1 20% - nfasis2 20% - nfasis3 20% - nfasis4 20% - nfasis5 LVAL 20% - nfasis6 40% - nfasis1 40% - nfasis2 40% - nfasis3 40% - nfasis4 40% - nfasis5 40% - nfasis6 60% - nfasis1 60% - nfasis2 60% - nfasis3 60% - nfasis4  60% - nfasis5 !60% - nfasis6  "Buena  #Clculo $Celda de comprobacin %Celda vinculada & Encabezado 4  'nfasis1  (nfasis2  )nfasis3  *nfasis4  +nfasis5  ,nfasis6  -Entrada .  /  0 Incorrecto 1  2  3  4   5Neutral    6Notas 7   8Salida 9Texto de advertencia :Texto explicativo  ;Ttulo  <Ttulo 1  =Ttulo 2  >Ttulo 3  ?Total`& W0110& ! $0110 (2)R""  ;9   ;\ NumValors"zr8 Q43  @@   i90110 PK1PK2Expos.Amb. GeneralPlantaExpos. Amb. Acces.cmValor%g/cm3PromigW/m.Kq4- K.[cc||I+}-}; ctivado"}A}< ctivado""??\ _p_}A}= ctivado"?"??\ _p_}A}> ctivado"23"??\ _p_}-}& ctivado"}A}" activado""??\ _p_}A}0 Sctivado""??\ _p_}A}5 Sectivado"S"??\ _p_} }- ??vctivado""!"??\ _p_-;_-?\ _ @_-@ } }8 ???ctivado""??\ _p_???-;LVAL _-????\ _ ???@_-@ ???} }# }ctivado""??\ _p_-;_-?\ _ @_-@ }A}% }ctivado" "??\ _p_} }$ ctivado""??\ _p_???-;_-????\ _ ???@_-@ ???}-}9 ctivado"}x}6ctivado""?????-; ????\ ???@_}-}: ctivado"}U}? ctivado""??-; }A}' ctivado""??}A} ctivado"ef"??}A} ctivado"L"??}A} ctivado"23"??}A}( ctivado""??}A} ctivado"ef"??}A} ctivado"L"??}A} ctivado"23"??}A}) ctivado""??}A} ctivado"ef"??}A} ctivado"L"??}A} ctivado"23"??}A}* ctivado""??}A} ctivado"ef"??}A} ctivado"L"??}A} ctivado"23"??}A}+ ctivado""??}A} ctivado"ef"??}A} ctivado"LVAL L"??}A}  ctivado"23"??}A}, ctivado" "??}A} ctivado"ef "??}A} ctivado"L "??}A}! ctivado"23 "?? O 20% - nfasis1 ef % O "20% - nfasis2 ef % O &20% - nfasis3 ef % O *20% - nfasis4 ef % O .20% - nfasis5 ef % O 220% - nfasis6  ef % O 40% - nfasis1 L % O #40% - nfasis2 L % O '40% - nfasis3 L % O +40% - nfasis4 L % O /40% - nfasis5 L % O 340% - nfasis6  L % O  60% - nfasis1 23"  % O $60% - nfasis2 23 "  % O (60% - nfasis3 23a % O ,60% - nfasis4 23 % O 060% - nfasis5 23  % O 460% - nfasis6  23 % = Buena  a% y Clculo  }% LVAL  "  Celda de comprobacin  %????????? ??? S Celda vinculada }%  ?  Encabezado 4 I}% C nfasis1 O % C !nfasis2 PM % C %nfasis3 : Y % C )nfasis4  d % C -nfasis5 K % C 1nfasis6   F % y Entrada "! ??v%  .  Hipervnculo @  Hipervnculo visitado G  Incorrecto  S% & Millares .  Millares [0] " Moneda *  Moneda [0] A Neutral S Se% " Normal d  Notas   *  Porcentual w Salida  ???%????????? ??? O  Texto de advertencia % I 5Texto explicativo % 3 Ttulo I}% E Ttulo 1 I}%O E Ttulo 2 I}%? 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\deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Difusors circulars d'alumini anoditzat platejat, fixats al pont de muntatge.\par CONDICIONS GENERALS:\par El difusor ha de quedar collat s\'f2lidament amb els visos de fixaci\'f3 centrals.\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Ha de quedar pla sobre el suport.\par Les toler\'e0ncies de posici\'f3 han de ser les fixades a la partida d'obra del conducte.\par Si la unitat terminal d'impulsi\'f3 permet l'entrada d'un cos estrany de grand\'e0ria superior o igual a 10 mm, aleshores aquesta ha d'anar col\'b7locada a una distancia m\'ednima de 2 m del terra, mesurada respecte a la seva part inferior.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques de l'element.\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par El difusor s'ha d'inspeccionar abans de la seva col\'b7locaci\'f3.\par S'ha de comprovar que les caracter\'edstiques del producte corresponen a les especificades al projecte.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n d LVAL" e errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par\pard\par }LVALA" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Difusors circulars d'alumini anoditzat platejat, de 150 a 300 mm de di\'e0metre.\par CARACTER\'cdSTIQUES GENERALS:\par Tots els materials, equips i accessoris no tindran en cap de les seves parts deformacions, fissures o senyals d'haver estat sotmesos a maltractaments abans o durant la instal\'b7laci\'f3.\par Els difusors han de suportar els esfor\'e7os deguts al seu propi pes, al moviment de l'aire, als propis de la seva manipulaci\'f3, aix\'ed com a les vibracions que es puguin produir com a conseq\'fc\'e8ncia del r\'e8gim normal de funcionament.\par No han de contaminar l'aire que circula a trav\'e9s seu.\par No pot tenir peces soltes al seu interior.\par Ha d'estar format per diferents troncs de con conc\'e8ntrics, de conicitats divergents, acoblats a un coll cil\'edndric curt i a un c\'e8rcol que fracciona el doll d'aire que entra pel coll.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Per unitats.\par Emmagatzematge: En llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaci LVAL ones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par\pard\par }6RЬX\ ` d  h  l llllllllllll p ppppp tttt x$|(,048< ?Q6@??EEV32TLEA012M000@@:53-(& ?Hz3@??EEV32TLEA013M000@@:53-(& ?@??EEV32TLEBEV32TLE@@:53-(& ?{G:5@??EEK21DA7BEK21DA7@@:53-(& 333333?ffffff@?333333?EEK21DA7A013G000@@:53-(& 333333?$C@?333333?EEK21DA7A012G000@@:53-(& ?gyܝ???EE42Q312%NAAA1A@<753-(& ?Q@??EE42Q312BEW43000@@:53-(& ?V-@??EE42Q312A012G000@@:53-(& ?333333@??EE42Q312A013G000@@:53-(& RQ?ffffff@?RQ?EE42Q312BE42Q310@@:53-(& ?V-2@??EEM3B112A012G000@@:53-(& ?333333/@??EEM3B112A013G000@@:53-(& ?ffffffR@??EEM3B112BEM3B110@@:53-(& ?Q6@??EEDDV100A012G000@@:53-(& ?3@??EEDDV100A013G000@@:53-(& ?̠@??EEDDV100BEDDV100@@:53-(& ?Q6@??EEDDVN80A012G000@@:53-(& ?3@??EEDDVN80A013G000@@:53-(& ?D@??EEDDVN80BEDDVN80@@:53-(& ?Q6@??EEDDVN50A012G000@@:53-(& ?3@??EEDDVN50A013G000@@:53-(& ?@@??EEDDVN50BEDDVN50@@:53-(& ?333333@??EEK92407A013G000@@:53-(& ?V-@??EEK92407A012G000@@:53-(& ?(\*@??EEK92407BEK92400@@:53-(& 333333?$C@?333333?EEK93407A012G000@@:53-(& 333333?ffffff@?333333?EEK93407A013G000@@:53-(& ?F@??EEK93407BEK93401@@:53-(& ?Q&@??EEK21K77A012G000@@:53-(& ?#@??EEK21K77A013G000@@:53-(& ?)\7@??EEK21K77BEK21K77@@:53-(& ?Q&@??EEK21KA7A012G000@@:53-(& ?#@??EEK21KA7A013G000@@:53-(& ?Hz?@??EEK21KA7BEK21KA7@@:53-(& ?%@??EEKCA3FFBEKCA3F0@@:53-(& ?V-"@??EEKCA3FFA012G000@@:53-(& ?333333@??EEKCA3FFA013G000@@:53-(& ?V-"@??EEKCA4FFA012G000@@:53-(& ?333333@??EEKCA4FFA013G000@@:53-(& ?R'@??EEKCA4FFBEKCA4F0@@:53-(& ?V-"@??EEK91307A012G000@@:53-(& ?333333@??EEK91307A013G000@@:53-(& ?q= ף-@??EEK91307BEK91300@@:53-(& ?V-"@??EEK91407A012G000@@:53-(& @U@?@EEDAD361A013G000@@:53-(&LVALv {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Elements de subministrament i distribuci\'f3 d\'92aigua, destinats a la connexi\'f3 de m\'e0nigues de reg o localitzaci\'f3 puntual d\'92aspersors aeris acoblats a la rosca de la clau d\'92obertura.\par L\'92execuci\'f3 de la unitat d\'92obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 i anivellament de la boca\par - Neteja de rosques i d\'92interior de tubs\par - Preparaci\'f3 de les unions\par - Connexionat a la xarxa\par - Prova de servei\par - Col\'b7locaci\'f3 de la tapa\par CONDICIONS GENERALS:\par La carcassa i la tapa de fosa han de quedar anivellades entre elles i respecte al paviment.\par La sortida de la carcassa ha de ser roscada o tipus Racor Barcelona\par En el cos ha d'estar gravada la pressi\'f3 de treball.\par Es col\'b7locaran en derivaci\'f3 sobre la xarxa principal.\par La xarxa en la que s\'92instal\'b7li la boca ha de ser aut\'f2noma de les xarxes de goteig, aspersi\'f3 i difusi\'f3.\par La pressi\'f3 de prova segons pressi\'f3 nominal:\par +---------------------------------------------+\par \'a6 Pressi\'f3 nominal (bar) \'a6 Pressi\'f3 prova (bar) \'a6\par \'a6-----------------------\'a6---------------------\'a6\par \'a6 10 \'a6 >= 15 \'a6\par +---------------------------------------------+\par Tant els junts de la v\'e0lvula com les connexions amb la canonada, han de ser estanques a la pressi\'f3 de treball.\par La posici\'f3 de la boca, ha de ser la reflectida per la DT o en el seu defecte, la indicada per la DF.\par S LVAL \'92ha de deixar connectada a la xarxa en condicions de funcionament.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de la instal\'b7laci\'f3 de la boca, s\'92han de netejar l\'92interior dels tubs i els punts d\'92uni\'f3.\par Les boques de reg no han d\'92estar separades entre elles m\'e9s de 50 m de dist\'e0ncia.\par S\'92ubicaran fora de les zones verdes i el m\'e9s aprop possible d\'92aquestes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada a l\'92obra segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elements de subministrament i distribuci\'f3 d\'92aigua, destinats a la connexi\'f3 de m\'e0negues de reg o localitzaci\'f3 puntual d\'92aspersors aeris acoblats a la rosca de lca clau d\'92apertura.\par Ha d'estar formada 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sobre l'eix d'accionament del sistema de tancament\par - Sortida tipus roscada o Racor Barcelona\par En el cos ha d\'92haver-hi gravada la pressi\'f3 de treball.\par Pressi\'f3 nominal: 10 bar\par Pressi\'f3 de prova: >= 15 bar\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes, amb les corresponents contrabrides, junts i cargols.\par Emmagatzematge: En llocs protegits de la intemp\'e8rie i d'impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL DINU"4 <I7`ASMTJHP Color LaserJet 3800 PCL 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Ambient (C)  _  >ID@@ Porciones de tomaPorcions de presaBPorcions de presa ^! > HD@@ Humedad Toma (%)Humitat Presa (%)BHumitat Presa (%)2!mmmmmnollllllllll"G > }D@@ ;4FABRICACIN, CONSERVACIN Y RECOGIDA DE LAS PROBETAS=3FABRICACI, CONSERVACI I RECOLLIDA DE LES PROVETESB63FABRICACI, CONSERVACI I RECOLLIDA DE LES PROVETES2"HHHHHHHHHHDDDDDDDDDDDFT#Zx >">D@@  Compactacin CompactaciB Compactaci"#XXXXffF# >#0D@@  FechaDataBData#G#S >#1D@@  Hora Hora BHora #M# >#7D@@ TemperatTemperatB TemperatLVAL #K# >#5D@@ HumedadHumitatB Humitat#`$ >#JD@@ Ubicacin ProbetasUbicaci ProvetesBUbicaci Provetes$ R$ >$<D@@  Fabricacin FabricaciB Fabricaci$qq[% >$ED@@ Fundas ProbetasFundes ProvetesBFundes Provetes% N%( >%8D@@ Recogida RecollidaB Recollida%qq&klllllllllx f&p< >%PD@@ Entrada cmara curadoEntrada cambra curatBEntrada cambra curat&qqs'Bh >&]D@@ #ENSAYOS REALIZADOS/NORMATIVA$ASSAIGS REALITZATS / NORMABASSAIGS REALITZATS / NORMA'CCCCCEDDDD J' >'4D@@  UnidadUnitat B Unitat 'N' >'8D@@  ResultadoResultatB Resultat '\' >'FD@@ EspecificacionesEspecificacionsBEspecificacions'~ (@@ (( >'9 D@@ :3Consistencia (mtodo del cono de Abrams) UNE 83-313;1Consistncia (mtode del con d'Abrams) UNE 83-313B41Consistncia (mtode del con d'Abrams) UNE 83-313( G( JH >(1D@@  Anul.Anul.BAnul.( KK(T >( 5D@@ mmima mmima B mmima (I(d >(3D@@  mximamximaB mxima ()ZXXXwf)ZLVAL t >(PD@@ Primera determinacinPrimera determinaciBPrimera determinaci) XXXX ))``  *e* >)OD@@ Segunda determinacinSegona determinaciBSegona determinaci* **+f+ >*PD@@ Tercera determinacinTercera determinaciBTercera determinaci+ ++,K, >+5D@@ PROMEDIOPROMIGB PROMIG, , ,d,$> 'N#%)+B ,D)D*D+#%)+BB,-klllx`-k>,JD@@ TIPO CONSISTNCIATIPUS CONSISTNCIABTIPUS CONSISTNCIA(- llllcc~ .@5@P.,>-:D@@  Compresin CompresiB Compresi2. //@>.RD@@ ;4Serie de 3 probetas 15x30 (incluido cono) UNE 83-304;1Srie de 3 provetes 15x30 (incls con) UNE 83-304B41Srie de 3 provetes 15x30 (incls con) UNE 83-304/ G/ J>/1D@@  Anul.Anul.BAnul./ KK/>/ 5D@@ mmima mmima B mmima /I/>/3D@@  mximamximaB mxima /i0& >ESD@@ Consistencia (promedio)Consistncia (promig)BConsistncia (promig)0 ! 0|LVAL 0}stuv^]yz{Q1>/;D@@  N Probeta N ProvetaB N Proveta1^1>1HD@@ Fecha de roturaData de trencamentBData de trencament 1 E1 <>1/D@@  DasDiesBDies& 1 H>1 oD@@ *#Peso especfico (T/m3)/%Pes especfic (T/m3)B(%Pes especfic (T/m3) 1 1 >1 D@@ E>Tensin de rotura ( N/mm2)E;Tensi de trencament ( N/mm2)B>;Tensi de trencament ( N/mm2)1 "     420 9 0 ``9 0 ``9   3      Q3p >1;D@@  Individual IndividualB Individual 3qrK3p$>35D@@ PromedioPromigB Promig3qr4egeffg~ 4 L@&4 effgefg  5egeffg~ 5 L@&5 effgefg6egeffg~ 6 M@6 effgefg_6h$> ,I#%46B '%46#%46BB6ijv^]yz{7egeffg~ 7 L@&7 effgefg"   8egeffg~ 8 L@&8 effgefg9egeffg~ 9 M@9 effgefg_9h$> 6I#%79B '%79#%79BB  & ! 0 `9 R}    "   "!a: S~x>(L> F p  @  : d VHPB4&rO?zGd@ 001EM31351K" 1.000 1.000 C#*D#*E#*F# jj<61/*N?@o@ram de001PPAUMEL41@\HH<61/*M;@33333F@ 25 mm010EG22H811*@\HH<61/*M;@fffffe@ormal 009EP272013*@\HH<61/*M@GzNC@120 mm008EG1518123@\HH<61/*M?QV@b pala007EP24P20A0@\HH<61/*M@Qd@ndicad006EP255229\@\HH<61/*M?\(P@ar qua005EP2130053@\HH<61/*M@Hzp@d'alim004EP2131023@\HH<61/*M@8w@R_TCER003EP21AT320@\HH<61/*M?#@de car002EP223T490@\HH<61/*M?(\\@ter el001EP221L330@\HH<61/*L?Gz$d@30 V, 011EP7ZE161=@ \HH<61/*L@ty@ 010EP7394TS" 2.000 2.000 C#*D#*E#*F# jj<61/*L@fffff@er a e009EP7394TR" 5.000 5.000 C#*D#*E#*F# jj<61/*L>@$@ 008EP7311T4?@ HH<61/*Lp@t@ 25 mm007EG22H811n@ HH<61/*Lp@ @de cou006EP434670n@ HH<61/*L1@ףp= @a dist005EP7Z1100q@ \HH<61/*L@33333@ 004EP7Z2288S@ \HH<61/*L@Gzģ@ense f003EP73U012P@ HH<61/*L@Hzt@eglete002EP7Z21XC@@ \HH<61/*L@D@us Rac001EP7E11CF" 4.000 4.000 C#*D#*E#*F# jj<61/*JI@n@003EEV412101@ \HH<61/*J?Tf@002EEV31TLE" 1.000 1.000 C#*D#*E#*F# jj<61/*J?\(@ a 64 001EEV32TLE" 1.000 1.000 C#*D#*E#*F# jj<61/*I*@R!@letes 009EEK21KA7$@\HH<61/*I*@zG]|@008EEK21DA7)@\HH<61/*I?zGa6@ 007EEK92407I@\HH<61/*I@QXH@anitza006EE42Q312" 3.000 3.000 C#*D#*E#*F# jj<61/*I7@X@ 005EEK93407k@eHH<61/*I@fffffk@ per a004EEM3B112" 2.000 2.000 C#*D#*E#*F# jj<61/*I@G@ecuper003EEDDV100#@dHH<61/*I@ףp= ˭@ 002EEDDVN80" 2.000 2.000 C#*D#*E#*F# jj<61/*I@RK@ecuper001EEDDVN50" 7.000 7.000 C#*D#*E#*F# jj<61/*H@33333l@ 017EEK21K77{@cHH<61/*H0@= ףp=@_ID & 016EEK21KA7@HH<61/*H0@Qx|@ (25015EEKCA3FF;@bHH<61/*H.@fffff{@ (30014EEKCA4FF@HH<61/*H0@Hzg@ 013EEK91307;@aHH<61/*LVAL8I" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Reguladors de flux d'acer lacat muntats sobre difusors circulars.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Fixaci\'f3 del regulador al conducte de distribuci\'f3\par - Fixaci\'f3 del difusor al regulador\par - Prova de servei\par CONDICIONS GENERALS:\par El regulador de flux ha de quedar fixat s\'f2lidament al coll del difusor circular que cal regular i al conducte de distribuci\'f3, intercalat entre ambd\'f3s. No ha d'impedir el comandament frontal de la regulaci\'f3 que es fa a trav\'e9sdels cons del difusor.\par Ha de quedar ben alineat amb el conducte i el difusor.\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Les toler\'e0ncies de posici\'f3 han de ser les fixades a la partida d'obra del conducte.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques de l'element.\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par S'ha de comprovar que les caracter\'edstiques t\'e8cniques de l'aparell corresponen a les especificades al projecte.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RI LVAL TE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par\pard\par }LVALXI" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Reguladors de flux circulars d'acer lacat.\par CARACTER\'cdSTIQUES GENERALS:\par Tots els materials, equips i accessoris no tindran en cap de les seves parts deformacions, fissures o senyals d'haver estat sotmesos a maltractaments abans o durant la instal\'b7laci\'f3.\par Ha de suportar els esfor\'e7os deguts al seu propi pes, al moviment de l'aire, als propis de la seva manipulaci\'f3, aix\'ed com a les vibracions que es puguin produir com a conseq\'fa\'e8ncia del r\'e8gim normal de funcionament.\par No ha de contaminar l'aire que circula al seu trav\'e9s.\par Ha d'estar format per una estructura amb dues aletes semicirculars que giren en sentits oposats i permeten la regulaci\'f3 volum\'e8trica de l'aire que travessa el difusor.\par No pot tenir peces soltes al seu interior.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Per unitats.\par Emmagatzematge: En llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Cj LVALz omplementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par\pard\par }LVAL 9ijv^]yz{:egeffg~ : L<@&: effgefg"   ;egeffg~ ; L<@&; effgefg<egeffg~ < M<@< effgefg_<h$> 9I#%:<B '%:<#%:<BB<ijv^]yz{=egeffg~ = L V@&= effgefg"   >egeffg~ > L V@&> effgefg?egeffg~ ? M V@? effgefg_?h$> <I#%=?B '%=?D#%=?BB?ijv^]yz{D l8!!Q"D08 NNNNNNNN@@A@B@CD@EF@G@H@I@J@K@L@M@N@O@P@Q@R@S@T@U@V@W@X@Y@Z@[@\@]@^@_@@egeffg~ @ L v@&@ effgefg"   Aegeffg~ A L v@&A effgefgBegeffg~ B M v@B effgefg_Bh$> ?I#%@BB '%@B#%@BBBLVAL Bijv^]yz{~ C@?@PC4>3:D@@  Compresin CompresiB Compresi2C DDIH>CRD@@ ;4Serie de 5 probetas 15x30 (incluido cono) UNE 83-304;1Srie de 5 provetes 15x30 (incls con) UNE 83-304B41Srie de 5 provetes 15x30 (incls con) UNE 83-304DIIIIII GD J>D1D@@  Anul.Anul.BAnul.D KKD>D 5D@@ mmima mmima B mmima DID>D3D@@  mximamximaB mxima DiE& >SD@@ Consistencia (promedio)Consistncia (promig)BConsistncia (promig)E ! E|E}stuv^]yz{QF>D;D@@  N Probeta N ProvetaB N ProvetaF^F>FHD@@ Fecha de roturaData de trencamentBData de trencament F EF D>F/D@@  DasDiesBDies& F P>F oD@@ *#Peso especfico (T/m3)/%Pes especfic (T/m3)B(%Pes especfic (T/m3) F FS>F D@@ E>Tensin de rotura ( N/mm2)E;Tensi de trencament ( N/mm2)B>;Tensi de trencament ( N/mm2)F "   "  4G0 9 0 ``9 0 ``9   H      QHp>F;D@@  Individual IndividualB Individual HqrKHp,>H5DLVAL @@ PromedioPromigB PromigHqrIegeffg~ I L@&I effgefg"   Jegeffg~ J L@&J effgefgKegeffg~ K L@&K effgefgLegeffg~ L L@&L effgefgMegeffg~ M M@M effgefg_Mh$> BI#%IMB '%IM#%IMBBMijv^R: zSNegeffg~ N L@&N effgefg   Oegeffg~ O L@&O effgefgPegeffg~ P L@&P effgefgQegeffg~ Q L@&Q effgefgRegeffg~ R M@R effgefg_Rh$> MI#%NRB '%NR#%NRBBRiSegeffg~ S L<@&S effgefg   Tegeffg~ T L<@&T effgefgUegeffg~ U L<@&U effgefgVegeffg~ V L<@&V effgefgWegeffg~ W M<@W effgefg_Wh$> RI#%SWB '%SWD#%SWBBWiXegeffg~ X L V@&X effgefg   Yegeffg~ Y L V@&Y effgefgZegeffg~ Z L V@&Z effgefg[egeffg~ [ L V@&[ effgefg\egeffg~ \ M V@\ effgefg_\h$> WI#%X\B '%X\d#%X\BLVAL B\i]egeffg~ ] L v@&] effgefg   ^egeffg~ ^ L v@&^ effgefg_egeffg~ _ L v@&_ effgefgDlNND08 NNNNNNNNNNNNNNNNNN`@a@bc@de@fghijklmno@pq@rstu@vwx@y@z@{@|@}@~@@`egeffg~ ` L v@&` effgefgaegeffg~ a M v@a effgefg_ah$> \I#%]aB '%]a#%]aBBai~ b@@ bub<>H_D@@ $Desdoblamiento de una mezcla %Desdoblament d'una mescla BDesdoblament d'una mescla b Gb Nt>b1D@@  Anul.Anul.BAnul.b OKb >b 5D@@ mmima mmima B mmima bIb>b3D@@  mximamximaB mxima b4cefffff~~~x~x~xv^R: zS~ d@,@ dd>b D@@ >7Traccin indirecta probeta 15x30 (blasileo) UNE 83-306?5Tracci indirecta proveta 15x30 (blasiler) UNE 83-306B85LVAL Tracci indirecta proveta 15x30 (blasiler) UNE 83-306d Gd N >d1D@@  Anul.Anul.BAnul.d OKd>d 5D@@ mmima mmima B mmima dId(>d3D@@  mximamximaB mxima dQe8>d;D@@  N Probeta N ProvetaB N Provetae^eP>eHD@@ Fecha de roturaData de trencamentBData de trencament e Ee x>e/D@@  DasDiesBDies& e  >e oD@@ *#Peso especfico (T/m3)/%Pes especfic (T/m3)B(%Pes especfic (T/m3) e e>e D@@ E>Tensin de rotura ( N/mm2)E;Tensi de trencament ( N/mm2)B>;Tensi de trencament ( N/mm2)e "      4f0 9 0 ``9 0 ``9   g      QgpH>e;D@@  Individual IndividualB Individual gqrKgp`>g5D@@ PromedioPromigB Promiggqrhegeffg~ h L@&h effgefg     iegeffg~ i L@&i effgefgjAegeffg~ j L@&j effgefgkegeffg~ k L@&k effgefglegeffg~ l M@l effgefg_lh$> aI#%hlB '%hl#%hlBBliLVAL megeffg~ m L<@&m effgefg  "   negeffg~ n L<@&n effgefgoegeffg~ o L<@&o effgefgpegeffg~ p L<@&p effgefgqegeffg~ q M<@q effgefg_qh$> lI#%mqB '%mq#%mqBBqi~ r@@ rrp>gD@@ <5Contenido de aire por el mtodo de presin UNE 83-315;1Contingut d'aire pel mtode de pressi UNE 83-315B41Contingut d'aire pel mtode de pressi UNE 83-315r Gr N>r1D@@  Anul.Anul.BAnul.r OKr>r 5D@@ mmima mmima B mmima rIr>r3D@@  mximamximaB mxima rsefffg s s ~~~~ s sff^R: zS~ t@@ tct>rMD@@ Densidad UNE 83-317Densitat UNE 83-317BDensitat UNE 83-317t Gt J(>t1D@@  Anul.Anul.BAnul.t KKt4>t 5D@@ mmima mmima B mmima tItD>t3D@@  mximamximaB mxima tuefffgMuT>t7D@@ DensidadDensitatB Densitatu ~~~~ u uff^R: zS~ v@&@ vvh>u D@@ =6Muestreo+con abrams+ensy.flexo.,3prob.prism.15x15x60cm>4Mostreig+con abrams+asLVAL .flexo.,3prov.prism.15x15x60cmB74Mostreig+con abrams+as.flexo.,3prov.prism.15x15x60cmv Gv J>v1D@@  Anul.Anul.BAnul.v KKv>v 5D@@ mmima mmima B mmima vIv>v3D@@  mximamximaB mxima viw& >0SD@@ Consistencia (promedio)Consistncia (promig)BConsistncia (promig)w ! w|w}stuv^]yz{Kx,>v5D@@ N ProbN ProvB N ProvEx<>x/D@@  DasDiesBDiesxH>xzD@@ 0)Tensin de rotura a flexotraccin (N/mm2)4*Tensi de trencament a flexotacci (N/mm2)B-*Tensi de trencament a flexotacci (N/mm2)x Rx >xvD@@ -&Tensin de rotura a compresin (N/mm2)3)Tensi de trencament a compressi (N/mm2)B,)Tensi de trencament a compressi (N/mm2)"x "     4y  0 ```````9  zQzp>x ;D@@  Individual IndividualB Individual zqrKzp >z5D@@ PromedioPromigB Promig z qr ~ z p? z qr ~ zp@ zqq zp zqr{V~ {U@0{efgZXwefgeff_`a      |V~ |U@0|efgklxefgeffbcd}V~ }U@ }efg_}|$> qI#%{}B '%{}#%{}BB} }~efgeff_}h$> I#%{}B LVAL '%{}#%{}BB}ijv^R: zS~V~ ~U<@0~efgZXwefgeff_`a      V~ U<@0efgklxefgefgbcdDXlN8]08 NNPNNNNNSdZp8LLL"L *@*@ *@*@ *@& *@ *@! *@*@0 *@`*@9 *@ V~ U<@ efg_ [$> }I#%~ B '%~ #%~ BB \Yefgefg_ h$> }I#%~ B '%~ #%~ BB ijv^R: zS~ @@  >zD@@ 4-Conductividad trmica UNE 92-201 i UNE 92-2027-Conductivitat trmica UNE 92-201 i UNE 92-202B0-Conductivitat trmica UNE 92-201 i UNE 92-202 G Jx>1D@@  Anul.Anul.BAnul. KK > 5D@@ mmima mmima B mmima I >3D@@  mximamximaB mxima  ~~~xg >QD@@ Conductividad trmicaConductivitat trmicaBConductivitat trmica ~~~~x  e  fgefgv^R: zS~ @@ > zD@@ 1*Compresin simple (congl.-cemento) NLT 3053)Compressi simple (congl.-ciment) NLT 305B,)Compressi simple (congl.-ciment) NLT 305 G J$>1D@@  Anul.Anul.BAnul. KK0> 5D@@ mmLVAL ima mmima B mmima I@>3D@@  mximamximaB mxima Q P>;D@@  N Probeta N ProvetaB N Proveta ^ h> HD@@ Fecha de roturaData de trencamentBData de trencament   E > /D@@  DasDiesBDies   S> lD@@ (!Peso especfico (T/m3).$Pes especfic (T/m3)B'$Pes especfic (T/m3)   > 9 D@@ ;4Tensin de rotura ( N/mm2):0Tensi de trencament ( N/mm2)B30Tensi de trencament ( N/mm2)  !"&'(4&           #$%)*+ Aegeffg~ e@& geffgefffgv^R: zS! Aeg_``a~ ! _ V@&! a_``a_```a   "   `L>JD@@ Criterios de EnsayoCriteri d'AssaigBCriteri d'Assaig2%QQQQQ)40 "!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!a0 %QQQQQ)V`p> @D@@  Observaciones ObservacionsB Observacions2`49  B "C88PPL0[   Z, #w P(  Jx   6 R[XPP? :a!w]4@R[  *WoK y <LVAL SI NO <xx   6 [XPP? :#D]4@[T  TtK'N~0  X <inici meitat final <xx   6 T\XPP? :]4@T\  B&Ec *.e! X <I IIa IIb IIIa IIIb IIIc IV <xx   6 \XPP? :]4@\   * F"!#+9 X n<oQa Qa+H Qa+H+E Qa+F Qa+F+E Qa+E Qb Qb+H Qb+H+E Qb+F Qb+F+E Qb+E Qc Qc+H Qc+H+E Qc+F Qc+F+E Qc+E H H+E F F+E E <nxx   6 ]XPP? !&"]4@]  .TSD4C9 X  < Amb barra <G xx ;  6 ^XPP?  !]4;@^ SOsMX <presa en obra rebuda<xx <  6 _XPP?  !]4<@_ ;V xULSZ &X <in-situ laboratori <r ;ITeC <ITeCITeCITeCITeC ITeC#ITeC>@"!mj    &   &&  {{ || ~~ vvvv uu `` &  &  &  &  & LVAL  & egttuutt        )-((((  !!////      dddd          cccc bb bb             !!!! cccc#### ####%%%% ######$$$$ $$$$$$$$$$%%&&&&&&&&&&%%%%%%%%))))''''''((((((((++++))** ********)) ))----++,, ,,,,,,,,++ ++1213--..////////-- --131313 13 133333444444 4444444455 55555555666666 66666666555577 77777777888888 88888888777799 99999999:::::: ::::::::9999;; ;;;;;;;;<<<<<< <<<<<<LVAL <<;;;;== ========>>>>>> >>>>>>>>====?? ????????@@@@@@ @@@@@@@@????BBBB BBAAAAAA AAAABBBBBBAAAADDDDFHFHFH FH FGFHDDFHHHHHIIIIII IIIIIIIIJJ JJJJJJJJKKKKKK KKKKKKKKJJJJLL LLLLLLLLMMMMMM MMMMMMMMLLLLNN NNNNNNNNOOOOOO OOOOOOOONNNNPP PPPPPPPPQQQQQQ QQQQQQQQPPPPRR RRRRRRRRSSSSSS SSSSSSSSRRRRTT TTTTTTTTUUUUUU UUUUUUUUTTTTVV VVVVVVVVWWWWWW WWWWWWWWVVVVXX XXXXXXXXYYYYYY YYYYYYYYXXXXZZ ZZZZZZZZ[[[[[[ [[[[[[[[ZZZZ\\ \\\\\\\\]]]]]] ]]]]]]]]\\\\^^ ^^^^^^^^______ ________^^^^`` ``````aaaa``aaaaaa aaaa````bbbbbbbbddddddddccggegccegefgghhiiiiii iiiihhhhLVAL hh hhegeg eg hhiiiihhjjjjjj jjjjjjjjkk kkkkkkkkllllll llllllllkkkkmm mmmmmmmmnnnnnn nnnnnnnnmmmmoo oooooooopppppp ppppppppoooossqqqqqq qqqqqqssrrrr ss ssssssqqrrrrrrrrttttttuuuuuuuu||vvvvxzwwvvvvww}}xz}}{{||||{{~~      9 9 ! ! ! ! ! ! 0 0           ! !  EEEEzz xy zzzzww xzxztt! ! ! ! ! ! 00 EE EEEE0000DDDDCCBB0000}}}} {| }} {{||xy zz~~   ~ zz wwww   ~~{{{| ~}}~~}}7Hoja2ggDS&S9 9 B  ]*EZw  dMbP?_*+  % &zG?'?((\?)?M HP LaserJet 2200 Series PCL 6?  dXLetter LVAL .HP LaserJet 2200 Series PCL 62z xSePK Q=OMs6}=5 bEYH9 {! E,g mZHk Rn0 Zajz w wi6 x6C{wp$"gh5v:v"  : ce~D?fh: ):m a{a)B!C#flfRn1<{RG"!}J1k@EVI Xaf A)7?Whg6lRZ}SzZ 2EZ~6J" {R(9 }9@D'}c8/E} `/=?9 " z~NR5VkM?sra]5a/fZ9 gj  r+y [`U9^9} ~& 4}\" dX(\?U } @} m@} @} I@} m@];`h`W@@@@@     @@@@@@@@@@@@@@@@@@@~ @~ @ @~ @? @?@@@@@@@@@@   |R>@fD@@ ' Ensayos de hormigones (material))Assaigs de formigons (material)B"Assaigs de formigons (material)LVALP" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Reixetes d'impulsi\'f3 o retorn d'alumini.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Fixades al bastiment\par - Recolzades sobre el bastidor\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Reixetes fixades al bastiment:\par - Col\'b7locaci\'f3 del bastiment de muntatge\par - Fixaci\'f3 de la reixeta al bastiment\par Reixetes recolzades sobre bastiment:\par - Col\'b7locaci\'f3 de la reixeta a pressi\'f3 en el seu allotjament\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Ha de quedar plana sobre l'allotjament.\par La reixeta fixada al bastiment, ha de quedar s\'f2lidament unida al bastiment de muntatge per mitj\'e0 del marc collat amb visos o a pressi\'f3.\par La reixeta recolzada sobre el bastiment, ha de quedar situada en el seu allotjament i exercir una certa pressi\'f3. Ha de ser manipulable manualment.\par Les toler\'e0ncies de posici\'f3 han de ser les fixades a la partida d'obra del conducte.\par Si la unitat terminal de retorn no incorpora cap dispositiu de recollida de brut\'edcia, la seva part inferior ha de quedar a una distancia m\'ednima de 10 cm del terra.\par Si la unitat terminal d'impulsi\'f3 permet l'entrada d'un cos estrany de grand\'e0ria superior o igual a 10 mm, aleshores aquesta ha d'anar col\'b7locada a una distancia m\'ednima de 2 m del terra, mesurada respecte a la seva part inferior.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La seva instal\'b7laci\'f3 no ha d'alteLVALrar les caracter\'edstiques de l'element.\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par La reixeta s'ha d'inspeccionar abans de la seva col\'b7locaci\'f3.\par S'ha de comprovar que les caracter\'edstiques del producte corresponen a les especificades al projecte.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par\pard\par }LVALP" {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Reixetes d'impulsi\'f3 d'alumini anoditzat platejat per a fixar al bastiment.\par CARACTER\'cdSTIQUES GENERALS:\par Tots els materials, equips i accessoris no tindran en cap de les seves parts deformacions, fissures o senyals d'haver estat sotmesos a maltractaments abans o durant la instal\'b7laci\'f3.\par Les reixetes han de suportar els esfor\'e7os deguts al seu propi pes, al moviment de l'aire, als propis de la seva manipulaci\'f3, aix\'ed com a les vibracions que es puguin produir com a conseq\'fc\'e8ncia del r\'e8gim normal de funcionament\par No han de contaminar l'aire que circula a trav\'e9s seu\par Ha d'estar formada per un bastidor met\'e0l\'b7lic de perfils angulars que reuneixi el conjunt d'aletes, preparat per a ser fixat al marc.\par Les aletes han de tenir la possibilitat de pivotar sobre un punt de suport per a poder-les orientar.\par No ha de tenir aletes despreses o deformades; les aletes han d'estar equidistants entre si.\par La forma d'expressio de les mesures sempre ha de ser: Llarg\'e0ria x Al\'e7\'e0ria\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Per unitats.\par Emmagatzematge: En llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'fl LVAL| 3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Correcci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par\pard\par }LVAL ]>GD@@ DIRECCIN DE OBRADIRECCI D'OBRABDIRECCI D'OBRAXXXXXX P>:D@@  REPETICIN REPETICIB REPETICIXXXAT>>D@@  CONTRATISTA CONTRACTISTAB CONTRACTISTA N>8D@@  CONTRASTECONTRASTB CONTRASTBR0><D@@  LABORATORIO LABORATORIB LABORATORI2}}}}lllllllllllllllllxECH>/D@@  OBRAOBRABOBRA2DDDDEFFFFFFFFFFFFFFFFGXT>BD@@ TRAMO / SECTOR TRAM / SECTORB TRAM / SECTOR$HHHHHHfp>#PD@@ Autocontrol Contrat.Autocontrol Contract.BAutocontrol Contract.hS>RD@@ CDIGO ENCARGO / SERIECODI ENCRREC / SRIEBCODI ENCRREC / SRIE$}}}}llllll}}}}}P}>T:D@@  Hoja Tipo Full TipusB Full Tipus}}}llx\ B>FD@@ ESPECIFICACIONESESPECIFICACIONSBESPECIFICACIONS2 CCCDDDDDDDDDDDDEEEEEDF\ Z> FD@@ Tipo de controlTipus de controlBTipus de control2 XXXXXXXXXXXXXXXXXXXXXwW k$> AD@@  Condicionante Condicionant B Condicionant 2 lllllllllllllllllllllxs B@> ]D@@ #ENSAYOS RELVAL ALIZADOS/NORMATIVA$ASSAIGS REALITZATS / NORMABASSAIGS REALITZATS / NORMA CCCCCDDDDD J x> 4D@@  UnidadUnitat B Unitat N > 8D@@  ResultadoResultatB Resultat \ S> FD@@ EspecificacionesEspecificacionsBEspecificacions ~ @5@R > [<Z@@  Compresin CompresiB Compresi2   > ~Z@@ 3,Serie de 3 probetas 15x15x15 (incluido cono)3)Srie de 3 provetes 15x15x15 (incls con)B,)Srie de 3 provetes 15x15x15 (incls con) I J$> 3Z@@  Anul.Anul.BAnul. KM0>  7Z@@ mmima mmima B mmima K@> 5Z@@  mximamximaB mxima k& P> UZ@@ Consistencia (promedio)Consistncia (promig)BConsistncia (promig) ! |}stuv^]yz{S|> =Z@@  N Probeta N ProvetaB N Proveta` > JZ@@ Fecha de roturaData de trencamentBData de trencament  G > 1Z@@  DasDiesBDies!  >  qZ@@ *#Peso especfico (T/m3)/%Pes especfic (T/m3)B(%Pes especfic (T/m3)  >  Z@@ E>Tensin de rotura LVAL ( N/mm2)E;Tensi de trencament ( N/mm2)B>;Tensi de trencament ( N/mm2) "     40 9 0 ``9 0 ``9         SpR> =Z@@  Individual IndividualB Individual qrMp> 7Z@@ PromedioPromigB Promigqregeffg~  L@& effgefg  egeffg~  L@& effgefgegeffg~  M@ effgefg_h$> ZI#%B '%#%BBijv^]yz{egeffg~  L@& effgefg"   egeffg~  L@& effgefgegeffg~  M@ effgefg_hS$> I#%B '%#%BBijv^]yz{egeffg~  L<@& effgefg"   egeffg~  L<@& effgefgegeffg~  M<@ effgefg_h$> I#%B '%#%BBijv^]yz{egeffg~  L V@& effgefg"   egeffg~  L V@& effgefgegeffg~  M V@ effgefg_h $> I#%B '%D#%BBijv^]yz{egeffg~  L v@& effgefg"   DWl8 `4+4:8NNLVAL NNNNNN @!@"#@$%@&@'@(@)@*@+@,@-@.@/@0@1@2@3@4@5@6@7@8@9@:@;@<@=@>@?@ egeffg~ L v@& effgefg!egeffg~ ! M v@! effgefg_!h$> I#%!B '%!#%!BB!ijv^]yz{~ "@?@P">:D@@  Compresin CompresiB Compresi2" # #>'|D@@ 3,Serie de 5 probetas 15x15x15 (incluido cono)3)Srie de 5 provetes 15x15x15 (incls con)B,)Srie de 5 provetes 15x15x15 (incls con)# G# J>"1D@@  Anul.Anul.BAnul.# KK#(># 5D@@ mmima mmima B mmima #I#8>#3D@@  mximamximaB mxima #i$& H>#SD@@ Consistencia (promedio)Consistncia (promig)BConsistncia (promig)$ ! $|$}stuv^]yz{Q%t>$;D@@  N Probeta N ProvetaB N Proveta%^%R>%HD@@ Fecha de roturLVAL aData de trencamentBData de trencament % E% >%/D@@  DasDiesBDies& % >% oD@@ *#Peso especfico (T/m3)/%Pes especfic (T/m3)B(%Pes especfic (T/m3) % % >% D@@ E>Tensin de rotura ( N/mm2)E;Tensi de trencament ( N/mm2)B>;Tensi de trencament ( N/mm2)% "   "  4&0 9 0 ``9 0 ``9   '      Q'p >%;D@@  Individual IndividualB Individual 'qrK'pS>'5D@@ PromedioPromigB Promig'qr(egeffg~ ( L@&( effgefg"   )egeffg~ ) L@&) effgefg*egeffg~ * L@&* effgefg+egeffg~ + L@&+ effgefg,egeffg~ , M@, effgefg_,hR$> !I#%(,B '%(,#%(,BB,ijv^R: zS-egeffg~ - L@&- effgefg   .egeffg~ . L@&. effgefg/egeffg~ / L@&/ effgefg0egeffg~ 0 L@&0 effgefg1egeffg~ 1 M@1 effgefg_1h$> ,I#%-1B '%-1#%-1BB1i2egeffg~ 2 L<@&2 effgefg   LVAL 3egeffg~ 3 L<@&3 effgefg4egeffg~ 4 L<@&4 effgefg5egeffg~ 5 L<@&5 effgefg6egeffg~ 6 M<@6 effgefg_6h $> 1I#%26B '%26D#%26BB6i7egeffg~ 7 L V@&7 effgefg   8egeffg~ 8 L V@&8 effgefg9egeffg~ 9 L V@&9 effgefg:egeffg~ : L V@&: effgefg;egeffg~ ; M V@; effgefg_;h $> 6I#%7;B '%7;d#%7;BB;i<egeffg~ < L v@&< effgefg   =egeffg~ = L v@&= effgefg>egeffg~ > L v@&> effgefg?egeffg~ ? L v@&? effgefgD~lN,08 NNNNNNNNNNNNNNNNNNN@@ABCDEFGHIJ@KLMNOPQR@ST@UVW@XYZ@[\@egeffg~ @ M v@@ effgefg_@h|$> ;I#%<@B '%<@#%<@BBLVAL @i~ A@ @ AA>  D@@ 4-Compresin probeta 15x30 adicional UNE 83-3048.Compressi proveta 15x30 addicional UNE 83-304B1.Compressi proveta 15x30 addicional UNE 83-304A GA J >A1D@@  Anul.Anul.BAnul.A K89:;9:IA >A 3D@@  mnimamnimaB mnima AIA( >A3D@@  mximamximaB mxima AQB8 >A;D@@  N Probeta N ProvetaB N ProvetaB^BP >BHD@@ Fecha de roturaData de trencamentBData de trencament B EB x >B/D@@  DasDiesBDiesB  B  >B lD@@ (!Peso especfico (T/m3).$Pes especfic (T/m3)B'$Pes especfic (T/m3) B B >B 9 D@@ ;4Tensin de rotura ( N/mm2):0Tensi de trencament ( N/mm2)B30Tensi de trencament ( N/mm2)B &'=&'(4C          )*>)*+Degeffg~ D e@&D geffgefff^R: zSEegeffg~ E e@&E geffgefff^R: zSFegeffg~ F e<@&F geffgefff^R: zSGegeffg~ G e V@&G geffgefff^R: zSHegeffg~ H e v@&H geffgefff^R: zS~ I@ @ II4!>BmD@@ *#Compresin probeta 15x30 UNE 83-304-#Compressi proveta 15x30 UNE 83-304B&#Compressi proveta 15x30 UNLVAL E 83-304I GI N|!>I1D@@  Anul.Anul.BAnul.I O89:;9:II!>I 3D@@  mnimamnimaB mnima III!>I3D@@  mximamximaB mxima IQJ!>I;D@@  N Probeta N ProvetaB N ProvetaJ^J!>JHD@@ Fecha de roturaData de trencamentBData de trencament J EJ !>J/D@@  DasDiesBDiesJ  J !>J lD@@ (!Peso especfico (T/m3).$Pes especfic (T/m3)B'$Pes especfic (T/m3) J J@">J 9 D@@ ;4Tensin de rotura ( N/mm2):0Tensi de trencament ( N/mm2)B30Tensi de trencament ( N/mm2)J &'=&'(4K          )*>)*+Legeffg~ L e@&L geffgefff^R: zSMegeffg~ M e@&M geffgefff^R: zSNegeffg~ N e<@&N geffgefff^R: zSOegeffg~ O e V@&O geffgefff^R: zSPegeffg~ P e v@&P geffgefff^R: zS~ Q@$@ Q}Q">JxD@@ 0)Flexotraccin probeta 15x15x60 UNE 83-3052(Flexotracci proveta 15x15x60 UNE 83-305B+(Flexotracci proveta 15x15x60 UNE 83-305Q GQ N">Q1D@@  Anul.Anul.BAnul.Q O89:;9:IQ#>Q 3D@@  mnimamnimaB mnima QLVAL IQ#>Q3D@@  mximamximaB mxima QKR$#>5D@@ N ProbN ProvB N ProvER4#>Q/D@@  DasDiesBDiesR aR@#>R D@@ 70Tensin de rotura a compresin ( N/mm2)7-Tensi de trencament a compressi ( N/mm2)B0-Tensi de trencament a compressi ( N/mm2)R R S#>RD@@ F?Tensin de rotura a flexotraccin (N/mm2)F<Tensi de trencament a flexotracci (N/mm2)B?<Tensi de trencament a flexotracci (N/mm2)R      4S0 `     T< ~ Tp?T~ T@T KT $>R 5D@@ PromedioPromigB Promig T q QT ($>T ;D@@  Individual IndividualB Individual TqqKT@$>T 5D@@ PromedioPromigB PromigTqUP~ Ue@0Ugefffghij"      VP~ Ve@0VgefffghijWP~ We@Wge _W 7$> & I#%UWB '%UW#%UWBBW }ffgdWh$> Z N#%UW B ,DU DV DW #%UW BBWijv^R: zSXP~ Xe<@0Xgefffghij   "   YP~ Ye<@0YgefffghijZP~ Ze<@Zge _Z 7$> W I#%XZB '%XZ#%XZBBZ }fLVAL fgdZh$> WN#%XZ B ,DX DY DZ #%XZ BBZijv^R: zS[.//////// G[ SP$>R1D@@  Anul.Anul.BAnul.[ T012312I[4\$>[ 3D@@  mnimamnimaB mnima [56I[4l$>[3D@@  mximamximaB mxima [564\,-->0B8NNNNN"8NNNNN28 LL'LL'[$ 0    PH 30(  )>@ "!m`@@@@@@## >>>>>>???????????? 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AA#<8NV0! 7r Fz7t=L$L~ o& 5xz7t=L$L~ o& 58NV0! 7rME4 LVAL [LSS 8">"La a"a <8<<<N0{00020820-0000-0000-C000-000000000046}  @` H  `k L:: )   sh % :`(oP@ )    %  <xt( % X0%@% %H   x % %8x>BJe@p (4@n @\ "@L e@HO x  @`8 @( (4 / (p`H  x@ TI %(TeC$*,0426T@h @X I@0H RE@D PO@4 DE@$ LT@ L'@ S=@H DI@ />X8I 00x@TH`JD\*\R1*#1c8$*\Rffff*0Z480c5197*\R1*#d7$*\Rffff*0T480c5197$*\Rffff*0^480c5197$*\Rffff*0[480c5197*\R0*#13*LVALv {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Elements emissors d'aigua de baix cabal, en zones enjardinades, acoblats o integrats en canonades soterrades, per configurar sistemes de reg localitzat.\par S'han considerat els seg\'fcents tipus:\par - Comptagotes integrats\par - Comtagotes insertats (interlinea, autocompensants, etc.)\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 dels emissors en el tub, en el seu cas \par - Col\'b7locaci\'f3 del tub en la rasa\par - Preparaci\'f3 de les unions\par - Connexionat a la xarxa\par - Prova de servei\par CONDICIONS GENERALS:\par La col\'b7locaci\'f3 de tubs i emissors, en el seu cas, es far\'e0 d'acord amb la DT i en el seu defecte, la indicada per la DF.\par La instal\'b7laci\'f3 dels emissors estar\'e0 sempre precedida dels seg\'fcents elements que estaran agrupats en peric\'f3 registrable: reductor de pressi\'f3, sistema de filtrat, v\'e0lvula anti-retorn i v\'e0lvula de pas. \par Els emissors seran autonetejables.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La desc\'e0rrega i manipulaci\'f3 dels tubs i els accessoris s'ha de fer de forma que no rebin cops.\par Cada cop que s'interrompi el muntatge cal tapar els extrems oberts. \par L'estesa del tub s'ha de fer desenrotllant tangencialment el rotlle, fent-lo rodar verticalment sobre el terreny.\par L'extrem del tub s'ha de netejar i lubrificar abans de fer la connexi\'f3.\par L'extrem del tub s'ha d'aixamfranar.\par En tallar el tub, cal fer-ho perpendicularment a l'eix i elimLVALinar les rebaves. Si s'ha d'aplicar un accessori de compressi\'f3 cal aixamfranar l'aresta exterior.\par Per fer la uni\'f3 dels tubs no s'han de for\'e7ar ni deformar els extrems. \par No es pot procedir al reblert de les rases sense l'autoritzaci\'f3 expressa de la DF.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT.\par Aquests criteris inclouen les p\'e8rdues de material per retalls i els empalmaments que s'hagin efectuat.\par Com s\'f3n instal\'b7lacions amb grau de dificultat mitj\'e0 s'inclou, a m\'e9s, la repercussi\'f3 de peces especials per col\'b7locar.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE 68075:1986 Material de riego. Emisores. Requisitos y m\'e9todos de ensayo.\par *UNE 68076:1989 Equipos para riego. Sistemas de Tuber\'edas-Emisoras. Caracter\'edsticas generales y m\'e9todos de ensayo.\par\pard\par }LVALv {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Dispositius destinats a formar part d\'92una instal.laci\'f3 de reg.\par S'han considerat els elements seg\'fcents:\par - Microaspersor: Elements de distribuci\'f3 d\'92aigua en zones ajardinades en forma de pluja que van equipats amb broquet de sortida de doll fix, regulable i de curt abast\par - Comptagotes: Emissors d\'92aigua de baix cabal incorporats a canonades soterrades per configurar sistemes de reg localitzat, integrats directament en la canonada en el proc\'e9s de fabricaci\'f3 de la mateixa o acoblats com accessoris addicionals a la canonada un cop fabricada\par - Programadors electr\'f2nics o aut\'f2noms: Elements que governen l\'92obertura de les electrov\'e0lvules de la instal.laci\'f3 possibilitant l\'92automatitzaci\'f3 de la mateixa.\par - V\'e0lvula hidr\'e0ulica per a regular autom\'e0ticament el cabal d\'92aigua, en les que l\'92accionament del pilot de tres vies es fa electromagn\'e8ticament. El despla\'e7ament de l\'92eix de la v\'e0lvula es produeix per l\'92acci\'f3 d\'92un solenoide.\par ASPERSORS I MICROASPERSORS:\par La part del dispositiu destinada a difondre l'aigua ha de quedar amagada dins la carcassa, mentre l'aparell connectat a la xarxa no rebi aigua a la pressi\'f3 m\'ednima de treball.\par Les peces de pl\'e0stic del difusor exposades a l'aigua o a les radiacions ultraviolades han de ser opaques i resistents a les dites radiacions.\par Les superf\'edcies del polvoritzador han de ser llises i no han de tenir puntes o arestes vives.\par El disseny del polvoritzador haLVAL de permetre la substituci\'f3 de qualsevol component per la part superior, de forma manual o amb ajut d'eines corrents, iclusiu el filtre.\par Ha de tenir un junt per a impedir l'entrada de sorra entre la carcassa i el cos emergent.\par Els broquets de sortida han de ser intercambiables per a aconseguir diferents superf\'edcies de regat. Cada tipus de broquet ha de portar una marca o codi que permeti identificar-lo al cat\'e0leg corresponent.\par Cada element ha de portar marcat de forma clara e indeleble les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada\par - S\'edmbol d'identificaci\'f3 utilitzat al cat\'e0leg\par - Cabal nominal i pressi\'f3 nominal de treball\par - Indicaci\'f3 de la posici\'f3 correcta d\'92instal\'b7laci\'f3 si fos necessari\par Pressi\'f3 m\'e0xima admissible: 5 bar\par MICROASPERSORS:\par Ha d\'92estar format per:\par - Carcassa\par - Cos emergent\par - Tapa de goma\par - Joc de broquets intercanviables\par - Filtre\par Abast: 4-5 m\par Pressi\'f3 de treball: 2-2,5 bar\par Al\'e7\'e0ria cos emergent: >= 10 cm\par Pluviometria d\'e8bil: 20-30 mm/h\par Cabal: 400-600 l/h\par GOTEJADORS\par Ha de ser autonetejable.\par Cada element ha de portar marcat de forma clara e indeleble les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada\par - Model\par - Tipus\par - Di\'e0metre exterior de la canonada expressat en mm\par - Di\'e0metre m\'ednim de pas expressat en mm\par - Cabal nominal expressat en l/min quan els emissors no siguin auatocompensants\par - Indicaci\'f3 de la posici\'f3 correcta d\'92instal\'b7laci\'f3 si fos necessari\par PROGRAMADORS:\par Cada element ha de tenir una caixa de protecci\'f3 estanca, amb tancament mitjan\'e7ant clau.\par Cada element ha de portar les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada, distribu\'efdor i model\par - S\'edmbol d\'92identificaci\'f3 utilitzant el cat\'e0leg\par - N\'famero d\'92estacions o sectors\par - N\'famero de programes\paLVAL r - Cicle o interval de reg\par - Arrencada de bomba o v\'e0lvula mestra\par - Mem\'f2ria permanent (Piles)\par - Descripci\'f3 de la funci\'f3 dels automatismes\par PROGRAMADORS ELECTR\'d2NICS:\par Pot disposar de pantalla.\par L'alimentaci\'f3 del programador s'ha de fer amb un transformador intern o extern per a passar de la tensi\'f3 d'alimentaci\'f3 de la xarxa, a la tensi\'f3 d'alimentaci\'f3 de les electrov\'e0lvules (24 V cc).\par Ha de tenir com a m\'ednim les seg\'fcents prestacions:\par - N\'famero de programes: Doble programa A/B\par - Arrencada: 3 recs en l\'92interval programat\par - Temps de reg: 1 a 999 min per estaci\'f3\par - Cicle o interval de reg: 1/2 dia a 7 dies\par PROGRAMADORS AUT\'d2NOMS:\par Han d\'92estar equipats amb solenoide a impulsos.\par L\'92alimentaci\'f3 es produeix per piles o bateries amb una autonomia m\'ednima d\'92un any.\par Ha d'estar preparat per a admetre un comandament de programaci\'f3 via radio.\par Ha de tenir com a m\'ednim les seg\'fcents prestacions:\par - Estacions o sectors de reg: 2 com a m\'e0xim\par - Arrencament autom\'e0tic: 3 regs en l\'92interval programat\par - Temps de reg: 1 setmana a 24 h\par - Cicle o interval: 1/2 dia a 7 dies\par ELECTROV\'c0LVULES:\par Ha d'estar formada per:\par - Carcassa\par - Regulador de cabal\par - Sistema d\'92obertura manual directa\par - Solenoide\par - Filtre autonetejant\par Cada element ha de portar marcat de forma clara i indeleble les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada\par - Model\par - Codi del tipus de v\'e0lvula\par - Tipus de connexi\'f3 de la v\'e0lvula\par - Di\'e0metre de connexi\'f3 expressat en mm o polsades\par - Tipus d\'92 accionament\par - Pressions, m\'e0x. m\'edn. I de treball\par - Cabal m\'e0xim i m\'ednim expressat en m3/h\par - Material del que est\'e0 conformat\par Pot\'e8ncia expressada en W\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetat. Ha de portar la marca del fabricant i les i8 LVALH nstruccions de muntatge.\par Emmagatzematge: en el seu env\'e0s, en llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par ASPERSORS I MICROASPERSORS:\par *UNE 68073:1986 Material de riego. Difusores. Requisitos generales y m\'e9todos de ensayo.\par GOTEJADORS\par *UNE 68075:1986 Material de riego. Emisores. 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 .uA_""  Exit)Num P,ca ' ,.fXormGA'y\peA)@G"~D RL D) bHerF@at # ,###.##@A 'XIf @"Not Is4`#2PAA2.Cells(1, 520_ A' idi oma cla MsgBox "El val sde l el. ha d'esser numric", vb InAaatio #*SelectC-,Eby!m Hst&xintrducido debe o?a?em 0aoM qe'`JEsFech8l'-b@d ""dexmeyP `Ao rkO%a c)eb$xb bundkEeE"c!7d  9e e! fK_ 11/" z/l1uK' n alRfaMh. t\And "!_p0p}x}CQSy y Dim o|bj `z SFxR es t NexV 4Me.App li@`0.Visfi q Ap :Procp^ingRgfRows.Count > 1x}  u Each InTQ7 a mDmeIs `h_`  SF rmcio.Ha4Show 1?x 15q !!3\Rffff*0^480c5197$*\Rffff*0[480c5197*\R0*#13$*\Rffff*0Z480c5197*\R0*#1*\R0*#1440    < l x x 6K8xaX:h ]35X8 x 3xaXl 5X.:(h%($%D $ DX(]3D5X+'''H@:hNXX 6XH x:h %LVAL x,,+'''H@:hNXX 6XH x:h %x,4 x 0xaX 5X+:(h%($%D $ DX(]3D5X+'''H@:hNXX 6XH x:h %x,)+'''H@:hNXX 6XH x:h %x,2<(x DXH, l xK.n p p hknup2xa\ppaLv"p6\LqlxtH!ta\}[pcp5\ltSp$ p(8%$  t9 HT0Htxp\L4| A #<FB@3u F Ryjd:BhT'x Ryjd:BhT'FB@3uME8 [LSS 8"6"La a"a a"<<<N0{00020820-0000-0000-C000-000000000046}h @` H  `k L:: )    % :`(oP@ )    %  <xt( % X0%@% %H - LVALG Part reformada mampara administraci 1 .08 2.1 .168 C#*D#*E#*F# 1 2.46 2.1 5.166 C#*D#*E#*F# 1 3.26 2.1 6.846 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 .76 2.1 1.596 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 .08 2.46 .1968 C#*D#*E#*F# 1 .08 2.46 0 0 C#*D#*E#*F# Scol de pedra edif. ampliaci faana est 1.000 4.800 3.150 15.120 C#*D#*E#*F# faana sud 1.000 4.250 3.150 13.388 C#*D#*E#*F# 1.000 2.500 3.150 7.875 Part ampliaci faana est 1 4.8 3.15 15.12 C#*D#*E#*F# faana sud 1 4.25 3.15 13.3875 C#*D#*E#*F# 1 2.5 3.15 7.875 C#*D#*E#*F# 1 2.85 1.4 3.99 C#*D#*E#*F# 2 .15 1.55 .465 C#*D#*E#*F# 1 .15 2.85 .4275 C#*D#*E#*F# faana oest 1 19.65 3.15 61.8975 C#*D#*E#*F# 1 .3 3.15 .945 C#*D#*E#*F# faana pPart ampliaci faana est 1 4.8 3.15 15.12 C#*D#*E#*F# faana sud 1 4.25 3.15 13.3875 C#*D#*E#*F# 1 2.5 3.15 7.875 C#*D#*E#*F# 1 2.85 1.4 3.99 C#*D#*E#*F# 2 .15 1.55 .465 C#*D#*E#*F# 1 .15 2.85 .4275 C#*D#*E#*F# faana oest 1 19.65 3.15 61.8975 C#*D#*E#*F# 1 .3 3.15 .945 C#*D#*E#*F# faana pati interior 1 10.3 1.4 14.42 C#*D#*E#*F# 2 .15 3 .9 C#*D#*E#*F# 1 .3 2.3 .69 C#*D#*E#*F# 1 .15 3.6 .54 C#*D#*E#*F# 1 4 .75 3 C#*D#*E#*F# faana pati porxo 1 .3 3.15 .945 C#*D#*E#*F# 1 .9 3.15 2.835 C#*D#*E#*F# 1 .25 6.4 1.6 C#*D#*E#*F# 1 .3 6.4 1.92 C#*D#*E#*F# 1 .95 6.4 6.08 C#*D#*E#*F# Part reformada mampara administraci 1 .08 2.1 .168 C#*D#*E#*F# 1 2.46 2.1 5.166 C#*D#*E#*F# 1 3.26 2.1 6.846 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 .76 2.1 1.596 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 .08 2.46 .1968 C#*D#*E#*F# 1 .08 2.46 0 0 C#*D#*E#*F# 1 .08 3.26 .2608 C#*D#*E#*F# encerclat de finestres existents zona de treball 4 2 1.9 .12 1.824 C#*D#*E#*F# 4 1 1.95 .12 .936 C#*D#*E#*F# 4 2 1.9 .12 1.824 C#*D#*E#*F# 4 1 1.75 .12 .84 C#*D#*E#*F# 3 2 1.55 .12 1.116 C#*D#*E#*F# 3Part ampliaci faana est 1 4.8 3.15 15.12 C#*D#*E#*F# faana sud 1 4.25 3.15 13.3875 C#*D#*E#*F# 1 2.5 3.15 7.875 C#*D#*E#*F# 1 2.85 1.4 3.99 C#*D#*E#*F# 2 .15 1.55 .465 C#*D#*E#*F# 1 .15 2.85 .4275 C#*D#*E#*F# faana oest 1 19.65 3.15 61.8975 C#*D#*E#*F# 1 .3 3.15 .945 C#*D#*E#*F# faana pati interior 1 10.3 1.4 14.42 C#*D#*E#*F# 2 .15 3 .9 C#*D#*E#*F# 1 .3 2.3 .69 C#*D#*E#*F# 1 .15 3.6 .54 C#*D#*E#*F# 1 4 .75 3 C#*D#*E#*F# faana pati porxo 1 .3 3.15 .945 C#*D#*E#*F# 1 .9 3.15 2.835 C#*D#*E#*F# 1 .25 6.4 1.6 C#*D#*E#*F# 1 .3 6.4 1.92 C#*D#*E#*F# 1 .95 6.4 6.08 C#*D#*E#*F# LVAL  x % %8x>BJe@p (4@n @\ "@L e@HO x  @`8 @( (4 / (pXH  x@ te %(C:\$*,4268 @h TI@X ie@0H ro@D \A@4 p@$ ic@ st@ hi@H gr@ os00x@TH`JD\*\R1*#1c8$*\Rffff*0_480c519a*\R1*#d7$*\Rffff*0T480c5197$*\Rffff*0^480c5197$*\Rffff*0[480c5197*\R0*#13$*\Rffff*0Z480c5197*\R0*#1*\R0*#144[ "   "   (8@ X h . *   :  (6+@ x  4+      8(` :x  8+   4+  Xhpx       "  LVAL    . 5 (  !8 HX  h p x    (h"o` @ $$S&F !(: G|j $*Sp Target.form 'If TypeName(Target.Value) = "Date" Thend $ Target.NumberFormat = "#,###.##"x End If.V !.$,S %0S idioma catalaA@n(El valor de la cel.la ha d'esser numric 4A@2 B@H'r' dh idioma castella%El val44HrU  @$`H,A`L a,`P$anrU   1$Y$$$ $@$$``qS# $    !"M%&'I)5+,-./01234(6789:;<=>?@ABCDEFGHJKLNTOPQRW! VXZ[\]^_`acvefghijklUnopqrstubwxyz{|} __SRP_17aFrmSeleccioLVAL __SRP_14e__SRP_15tD"!%1%0 ``1q ^/i! ??0 P  0   0 (  0 h  0   0   4 8 <@@DD   4rU  P$)`,i`$`,` $)`  & ! 0 `9 R}    "!a: S~x4i` !9Q@ 4 q@Sa80 @<n %j   4  LVAL @|@A+ L[mL-JDJ"!> @*=h8+3q[Ad-w EC:ZRZ/x[Ad-w EC:ZRZ/[mL-JDJ"!> @MEPunt &|__SRP_8 __SRP_9" ModCeldas (SS S 6"N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}` % X0%j 4@j <$@ `00P,JD\$*\Rffff*0W480c5197D   ] `] hAttribute VB_Name = "Punt" Basl0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |GlobalSpac False CreatablPredeclaIdCExposeTemplate Deriv%Cu@stomiz EPublic X As Do_ y0 k  S  aB@rU  @Q yy @D )A sϬϬϬϬϬXΰΰΰΰΰΰΰΰ\ ` d  h hhhh l  p  t xxxxxxxxxxxxxxxxxxxx$|(ŀŀŀŀŀ,0ÈÈÈÈÈÈÈÈÈ4??@?Q?E86BUTLAA0137000@@:53-(& 333333?Sc @?333333?E86BUTLAA0127000@@:53-(& 333333?Sc @?333333?E86BUTLAA0127000@@:53-(& 333333?Sc @?333333?E86BUTLAA0127000@@:53-(& 333333?Sc @?333333?E86BUTLAA0127000@@:53-(& 333333?Sc @?333333?E86BUTLAA0127000@@:53-(& @??@E86BUTLAB0A61600@@:53-(& 2@2@?2@E86BUTLAB0CJUTLA@@:53-(& ?Pn@??E86BUT10B0CUU2B6@@:53-(& ?F@??E86BUT10B0CJUT10@@:53-(& 333333? ףp= @?333333?E86BUT10B0905000@@:53-(& Q??@?Q?E86BUT10A0137000@@:53-(& )\(?ZB>Y@?)\(?E86BUT10A0127000@@:53-(& @??@E86BUT10B0A61600@@:53-(& `TR'?2ı.@?`TR'?E898E240B89ZPE00@@:53-(& Q?>W[??Q?E898E240A013D000@@:53-(& ?= ףp@??E898E240A012D000@@:53-(& ?d;O@??E898D240A012D000@@:53-(& {Gz?St$??{Gz?E898D240A013D000@@:53-(& `TR'?2ı.@?`TR'?E898D240B89ZPE00@@:53-(& ?Mb0(@??E9B3U27NA0127000@@:53-(&  o_Ι?Ic?? o_Ι?E9B3U27ND0701461@@:53-(& 333333?tV??333333?E9B3U27NB9CZ2000@@:53-(& ?v:@??E9B3U27NA0140000@@:53-(& )\(?(\BJ@?)\(?E9B3U27NB0G19A05@@:53-(&  v@ v@? v@F6A1U160B0A2U160@@:53-(& 333333?+:@?333333?F6A1U160A012F000@@:53-(& 333333?9v(@?333333?F6A1U160A013F000@@:53-(& 333333?1Z\@?333333?K4G21035D6111011@@:53-(& 333333?46@?333333?K4G21035D0701641@@:53-(& @(\•[@?@K4G21035A0140000@@:53-(& @Gz~`@?@K4G21035A0122000@@:53-(& ?"~#@??E9E11214A0122000@@:53-(& 333333? rh@?333333?E9E11214A0140000@@:53-(& {Gz?M O??{Gz?E9E11214B0111000@@:53-(& H.!?*t^c??H.!?E9E11214B0312500@@:53-(& a+ei?dp??a+ei?E9E11214B0512401@@:53-(& K=U?%@?K=U?E9E11214D0391311@@:53-(& RQ?/n@?RQ?E9E11214B9E11200@@:53-(& ??5^I ???K219CC11C1101200@@:53-(& ? r???K219CC11A0150000@@:53-(& ?Cl???K219CC11A0140000@@:53-(& ?ףp= W&@??F6A1U165A012F000@@:53-(& ?Q@??F6A1U165A013F000@@:53-(& ?W@??F6A1U165B0A2U165@@:53-(& @*@33333+@?@*@E4E2451LB0E244F1@@:53-(& ЬX\ ʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹʹ ?33333͂@??EQM2UA03BQM2UA03@@:53-(& ?33333͂@??EQM2UA03BQM2UA03@@:53-(& ?33333͂@??EQM2UA03BQM2UA03@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Q6@??EQM2UA02A012M000@@:53-(& ?Hz3@??EQM2UA02A013M000@@:53-(& ?dl@??EQM2UA02BQM2UA02@@:53-(& ?= ףP@??EQM20020BQM2U020@@:53-(& ?= ףP@??EQM20020BQM2U020@@:53-(& ?= ףP@??EQM20020BQM2U020@@:53-(& RQ?/$@?RQ?E8B11A00B89Z6000@@:53-(& Q?>W[??Q?E8B11A00A013D000@@:53-(& 333333?Sc @?333333?E8B11A00A012D000@@:53-(& ?:@??E8441REGB0CC1REG@@:53-(&  ףp= ?ё\C?? ףp= ?E8441REGB0A44000@@:53-(& {Gz?St$??{Gz?E8441REGA0137000@@:53-(& 333333?Sc @?333333?E8441REGA0127000@@:53-(&LVAL /i!  4 <J SA@k rU  P@ 4 @$ <nrU ~|   ]wkA : L]w18Cti~x Eamlq: ~YuBMf3BT0: F`(9 Klx0: F`(9 Kl]w18Cti~MEPSPSSS0"1 1 6"Pea0{DBED13B8-78F2-4580-9AB6-6D6C719B9E59}{E44275E7-C5E2-4DB9-9866-F7D0FD334254}@j  <@%%%0  `&& ` %`   (` - )  4! % h`  3  `  ? ) PA! % `  L  ` PW )px pD4%i  % %j   4  @* L8S0@h( P( J8(P PLVAL  HJD\*\R1*#1c8*\R3*#e*\R3*#d$*\Rffff*0^480c5197@DZ    "   ( 0  8H (h    $      08 @X ` h "  p x  "       "          ( " 08@ H  P "  X `p] ]  ]  P]]H aB@S   L!H!d L!H!d  $ $~S  aB@) 'dP  L!H!d  $'##.#k  S  aB@k a! S LS L'ad a%'akko A@ox ( a!S a'L' k@ A@ro( h  SA@k S A@r $6ko ' ' A@ o otAttribute VB_Name = "FrmSeleccio" Bas0{DBED13B8-78F2-4580-9AB6-6D6LVAL C719B9E59}{E44275E7-C5EJDB9-9866-F7D0FD334254} dGlob alSpaco False `Cr@eatablP redeclaDIdTru BE`xpose0TemplateDeriv Cus tomiz9 D Public Acceptat As Boolean D ` pRangN nSng( EI Sub Filter!() Dim st^r]+ i Integer  COn Err or ResuNextListValors.VC0F i@V1 To Len(".Commenxt.T%AI f Mid , i, 1)Chr(10) Th~eI $E$AddIte> EC"!EE E E&a*GEnd |IfC! P<& <> ""6 3C  Count > 0R f @! 0!/%`! .A(0D>! # ! XZZG _DblC`hk(ByO Canc$elaXMS Oms .Returnj1MElePhi `PHiAja'("Index}*-V9 Uc .= GG = # AIUnloaxd M j)G _Key`~ss %AsciB~% %!  = 13RH~E)Ia 27 ! 6User=_Activ xE3{* 'OB&#Downa+CodeP*, UShif-   < 0@ X `hp x B     <    ( 0 B 8 @H P X <"!` *    ]   ]].'   %0.   %0 (x  !- !- ! B@    ,0  'i ](]@]`] 5 ara guardem aquelles cel.les que no estiguin ocultesRE'   O ! %. ! %D. !SPO LVAL !  %,0'  'Iko ]'*. !X!- !- !$. S !NS'*zPkHk@i8 (]'. !X!- !- !$. S !AS'zkki  ]'6`. !X!- !- !$. S !DS |'6zkki 8]'$. !X!- !- !$. S ! !S'$z kkiAttribute VB_Name = "ModCeldas" Public mObjColTipus As ,lectionDFun CarregaInfo(objSheetfWorks) Dim lCounLongqValor: SR  = Ne}w  `\= 36@While  .ls(, 200) <> "{6l G5! I.Tag1! +0 `.Add  ",.Full a & "-" 4 Row0"!t/t/a=c+ B1Wend ` End & z~Sub FilterHide sA~|bookAp~|Sh& R RbRangefHh' ara guardem aquelles` cel. no estig uin ocu2.sCM FEachi In`IAX 6=ED. |JA IC= h@ Sh. Y!   CAIf Not (. gden TheAe E 1)db+A]g ! x$H!GIfNextcI@GEsNumeripca(pau&>)!Boolea?C eC?G sFalseCOn Err9Res ?0 a!E6B ~ot|hie c, z.+ X.Index9 v. yumnG:9 Is;l97AB.|N"0>`"Trud"aExit}& 8 : EsAlfan+?:H?*: }:e:": 6:ol:s:!:A: #?;x'_x:EsFecho:eo:| o:0~ct ?:?:ll?:[P"=:Z?:t?:j?: PdQXdW?:?: ?:0:D o:o :A6PH:Editable /W/WP :` /W d/Wc/WH/W FApRRXX@rq; H @H D @` @ @ < @ , @ ( @$LVAL @  @ @  (AJxME4 8 0 X"0 8"> PPPLLLL<8<<<( %% d`@k` R) Te%` h  d% f`k )   S %` x  tX%  px%  l!%+*(` (R) %   ir%+`h 9R) PO%  ID%+68` KR) 'T%  0<I%+$`ox ^R)  RE%  xtL'% @ 8(`LVAL  8@dl @` @PP @h@ @ 0 @ @ @ @ @( @ @p @@ @X @ @ @ @ @ @ @`( p@@hO  @d @` @(P @L @< @X, @ @ @ @ @    `$z  @ d @` @\ @0 X @x H @H D @` @ @ < @ , @ ( @$ @  @ @  8 JD\*\R0*#1c*\R1*#2ab*\R1*#2ad*\R1*#1c8$*\Rffff*0[480c5197$*\Rffff*0]480c5197*\R1*#e4LVAL! *\R1*#f1*\R0*#1b*\R1*#e4*\R0*#1b*\R1*#f1*\R1*#dcx B      098  X>h: / "       <(  hp ; :   $P   B     (0 <8 x   B  __SRP_10 *__SRP_11ModGrafica*p@__SRP_2@!  !! i"t  qh9lhiP%(0%`H `:]@`5n d>lhiP%(0%`H ``d P/`5 d ,d $d ''l#*#l#*#*#l#*Fld``MP @_ l`=d2 `6/lhiP%(0%:%`H ``lhqh"  t,ld4 `p qx lh;Ldl ,ldiP%`H ` dlLVAL) L=t)`L:dl ldiP%`t `, p`5,pa, 5, Px @(%l L>F,%L(P%`H ` dLS )`L5,lxqx l9 h 4htpl `L,0   0 (  0   `pzK c=t"!\ H ad\`` @l\#X*#DH aH"#@*#<*#(H a,"#$*F_ t2 XD@<($`6 dH, ltc*t DkXt <lX=/Xpzt|(t< XD@<($`dH,RrU  ,`=,`i=I,`=a,`=a,!`=a,I`=anrU ~|  P   JD\*\R1*#1c8$*\Rffff*0U480c5197*\R1*#2ab$*\Rffff*0T480c5197*\R0*#15*\R0*#13*\R0*#f*\R1*#2ac*\R1*#e8*\R1*#d7*\R1*#e4*\R0*#106    B  ( 0 H  X h B  pLVAL## {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Extractors per a corrent monof\'e0sic o trif\'e0sic, instal\'b7lats.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Encastats\par - Muntats a la finestra\par - Muntats en conducte\par - Muntats en teulada\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Extractors muntats a la finestra:\par - Col\'b7locaci\'f3 del bastiment en el forat del vidre corresponent\par - Fixaci\'f3 de l'extractor al bastiment\par - Connexi\'f3 a la xarxa el\'e8ctrica\par - Prova de servei\par Extractors encastats a la paret:\par - Fixaci\'f3 de l'extractor amb tacs i visos al forat corresponent\par - Connexi\'f3 a la xarxa el\'e8ctrica\par - Prova de servei\par Extractors muntats en conducte:\par - Muntat de l\'92extractor en el tub\par - Connexi\'f3 de la xarxa el\'e8ctrica\par - Prova de servei\par Extractors de teulada:\par - Col\'b7locaci\'f3 de l\'92extractor o dels accessoris de transici\'f3 en l\'92orifici corresponent\par - Fixaci\'f3 de l\'92extractor a l\'92extrem del tub o a l\'92accessori de transici\'f3 corresponent\par - Connexi\'f3 a la xarxa el\'e8ctrica \par - Prova de servei\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par S'ha de connectar a la xarxa d'alimentaci\'f3 el\'e8ctrica, i comprovar que la tensi\'f3 disponible sigui l'adient. S'ha de comprovar, tamb\'e9, que el sentit de gir \'e9s el que li correspon.\par La dist\'e0ncia entre el pla de la boca de l\'92extractorLVAL i qualsevol obstacle ha de ser superior a dues vegades el di\'e0metre equivalent a la boca de desc\'e0rrega.\par EXTRACTOR MUNTAT EN FINESTRA:\par L'extractor muntat a la finestra ha d'anar encastat en un vidre i s'ha de fixar entre el marc i el bastiment que se subministra juntament amb l'extractor.\par EXTRACTOR ENCASTAT A LA PARET:\par L'extractor que va encastat a la paret, ha d'anar fixat mitjan\'e7ant visos i tacs, aprofitant els forats que hi ha en el marc de l'extractor.\par EXTRACTOR MUNTAT EN TUB:\par En els extractors muntats en tubs, s\'92han d\'92instal\'b7lar un tram de conducte rectilini entre la boca i la derivaci\'f3 o bifurcaci\'f3 de longitud igual a la longitud efica\'e7. Els canvis de secci\'f3 dels tubs s\'92han de realitzar a una dist\'e0ncia de la boca igual o superior al de la dist\'e0ncia efica\'e7.\par EXTRACTOR DE TEULADA:\par El conducte instal\'b7lat ha de tenir el mateix di\'e0metre que la boca d\'92aspiraci\'f3 de l\'92extractor.\par \'c9s recomanable la instal\'b7laci\'f3 dels extractors de teulada per sota de la l\'ednia del carener.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par } q # L qT6%?p= ף?HzG?Zd;O?"~?*s@@EP434670Cable transm.dades,4par.,cat.6 UT&?p= ף?HzG?Zd;O?"~?*s@@EP434670Cable transm.dades,4par.,cat.6 UTP,poliolefina/poliolefina,n/propag.incendi UNE-EN 50266,col.tub/can@mEP434670POProjecte del'ampliaci i reforVEN.3A77ysnl >&?R=@ +9@fffff5@&1<@0,@@EP7Z1100Panell guiacable 19'' K@uEP7Z1100POProjecte del'ampliaci i reforVEN.3ysnl >&?33333r@46q@46q@2,@@EP7Z2288Connectoritzaci plaf p/armari rack 19''@*uEP7Z2288POProjecte del'ampliaci i reforVEN.3ysnl >&?Qv@ 5@Qt@Qu@.' AN@EP73U012Emissor wifi@)uEP73U012POProjecte del'ampliaci i reforVEN.3ysnl >&?Hzd@(\59@`@Qc@1@s@@EP7Z21XCCaixa repartidora amb suport portarregletes i regletes de tall per a 50 parells, muntada superficialy@uEP7Z21XCPOProjecte del'ampliaci i reforVEN.3A77ysnl >&?D@ U@@|@Ā@/@s@@EP7E11CFSwitch de 24 ports 10/100Mbps, per a armari tipus Rack 19, amb alimentaci a 230 V. Collocat i prl@uEP7E11CFPOProjecte del'ampliaci i reforVEN.3A77ysnl >&?Tf@fffff @d@fffffe@d@@EEV31TLEProgramador setmanal TCB-EXS21TLE TOSHIBAu@uEEV31TLEPOProjecte del'ampliaci i reforVEN.3ysnl >&?\(@ E@@@d@@EEV32TLECentraleta remota TCBSC642TLE2 TOSHIBA@uEEV32TLEPOProjecte del'ampliaci i reforVEN.3ysnl >&?GztA@ET)@{G:5@ @@@@EEK21DA7Reixeta impuls/retorn orientables,400x300mm,20mm recta,fixada bastiment@uEEK21DA7POProjecte del'ampliaci i reforVEN.3$ysnl >&?{G:0@S @Q@g?R/@@Z@@EE42Q312Conducte helicodal circ.,planxa ac.galv.,D=100mm,g=0,5mm,munt.superf.@ mEE42Q312POProjecte del'ampliaci i reforVEN.3#ysnl >&?33333M@ET)@F@h|?L@ de @EEK93407Persiana de sobrepressi lames met. D 250e@uEEK93407POProjecte del'ampliaci i reforVEN.3ysnl >&?fffff[@S@@ffffffR@MbZ@@Z@@EEM3B112Extractor heliocentrfug temporitzat,monofsic 230V,D=100mm,cabal=160m3/h,col.conducte@uEEM3B112POProjecte del'ampliaci i reforVEN.33))ysnl >LVAL#& {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Extractors de fums per a funcionar a pressi\'f3 baixa amb corrent monof\'e0sic.\par Han d'estar formats per:\par - H\'e8lix impulsora\par - Motor el\'e8ctric\par CARACTER\'cdSTIQUES GENERALS:\par El motor ha de tenir l'h\'e8lix acoblada a l'eix i ha de quedar a l'interior del bot\'f3 de la mateixa.\par En els extractors per a encastar allotjats, l'h\'e8lix i el motor han d'anar allotjats en un cos cil\'edndric, que ha de servir d'element de fixaci\'f3 de conjunt, amb una placa frontal.\par En els extractors tipus finestra, el motor i l'h\'e8lix han d'anar allotjats en un marc conc\'e8ntric a l'h\'e8lix juntament amb la caixa de connexi\'f3 el\'e8ctrica.\par En fer girar manualment l'h\'e8lix, aquesta ha de girar suaument i conc\'e8ntricament.\par Caracter\'edstiques t\'e8cniques:\par +-------------------+\par \'a6 Cabal \'a6 Pot\'e8ncia \'a6\par \'a6 (m3/h)\'a6 (W) \'a6\par \'a6-------\'a6-----------\'a6\par \'a6 100 \'a6 <= 20 \'a6\par \'a6 160 \'a6 <= 35 \'a6\par \'a6 250 \'a6 <= 50 \'a6\par \'a6 450 \'a6 <= 40 \'a6\par \'a6 600 \'a6 <= 45 \'a6\par \'a6 900 \'a6 <= 65 \'a6\par +-------------------+\par Nivell sonor: <= 45 dB (A)\par Material de construcci\'f3: Pl\'e0stic injectat\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Per unitats en capses de cartr\'f3.\par Emmagatzematge: En llocs protegits contra els impactes i la intemp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element "LVAL2necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }-7EI U a $ m 0 y = J V  b%ǫn11z=JWd'p3|? 66BJSB____l4 v1)'' g g FJSB____ |v1)'' 66BJSA____l4U Uv1)'' g g FJSA____S 6v1)'' 66BJS5____l4 v1)''  FJS5____( v1)'' PPBJS1____R@ 1)''  FJS1____" v1)'' EAVJ____ 3{l1)'' ""BAVJ____E zl1)'' KY03____@ 1)'' EEKN____ L1)''  EAB____n "81(&&   E86B____f 1)'' BQ51____$  1)'' }}EQ51____ p 1)'' 00EAVT____` 61)'' - - BAVT____Z 1)'' E9B____D# 1(&& K4G2____3 1)'' D611____@ 1)'' E9E____F! ų1(&& D039____@ 1)'' ~~B9E1____6x ڲ1)''  B0A2____H p\1)'' L L F6A1____E p\1)'' K9B3____D# " 1)''  E8L3____8 @F1)'' B0GA____r1)'' 22E826____d: 1)'' BMD6____ [(1)'' EMD6____ [(1)'' !!BMD1____B VO(1)'' EMD1____ 6O(1)'' @@BMD4____B@ 1)'' EMD4____@ 1)'' ccBMD3____Y 2(1)'' EMD3____@X 1)'' EMDB____M '1)'' ))BM31____R6 {'1)'' BM3A____@5 1)'' BMY3____@4 1)''  BMY____b2 {'1(&& " " EM31____D0 {'1)''  EM3____. {'1(&& BP27____@$ 1)'' EP27____@" 1)'' ::BP24____t 3&1)'' EP24____@ 1)''  BP25____ /&1)'' EP25____@ 1)''  BP21____8 #&1)'' EP21____@ 1)'' wwBP22____y@ 1)'' EP22____@ 1)'' f>f>BP43____| $1)'' CCEP43____$ $1)'' EP73____%z ۹$1)'' EP7Z____j%q $1)'' EP7E____)e $1)'' BE42____5= ?#1)'' BEW4____@; 1)'' EE42____-8 #1)'' BEM3____% #1)'']LVALmV0n V q @ Z ;F-XAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 5Alimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril din de 10 espais. marca auta model atf-98.Caixa per encastar decor auta placa s3. (placa de carrer). dimensions caixa 136x248x60 mm. totalment instal.lada i encastada.Placa exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors i tarjeter doble. presentacio en alumini extrusionat de 130 mm. dimensions placa 262x130 mm. marca auta decor- f s3 101, d'un polsador. totalment instal.lada i encastada.Regleta amb 6 bases schucko 2P+T de 10/16 A i 230 V, i un interruptor bipolar de 16 A, per a armaris rack 19, d'1 unitat d'alria, i muntatge horitzontalTorreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 4 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidorMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidorPresa de senyal de veu i dades, de tipus universal, amb connector RJ45 simple, categoria 6 UTP, amb connexi per desplaament de l'allament, amb tapa, preu superior, encastadas, marc metall noble alumini-grafit, serie 82 de SIMON o equivalentTub flexible corrugat de PVC sense halgens, de 25 mm de dimetre nominal, allant i no propagador de la flama, de baixa emissi de fums i sense emissi de gasos txics ni corrosius, resistncia a l'impacte de 2 J, resistncia a compressi de 320 N i una rigidesa dielctrica de 2000 VCable per a transmissi de dades amb conductors de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266Panell guiacable 19'' enracable. panell per a la distribuci del cablejatEmissor de xarxa de dades per a punts d'accs sense fils, certificaci wifi, per a una velocitat de 54 mbps d'acord amb la norma ieee 802.11g. marca orinoco ap-700 wireless access point 802.11b/g proxim o similar equivalent. Caixa repartidora amb suport portarregletes i regletes de tall per a 50 parells, muntada superficialment i connectada Switch de 24 ports 10/100Mbps, per a armari tipus Rack 19, amb alimentaci a 230 V. Collocat i provat Programador setmanal per a regulaci i control d'instal.lacions de clima, model TCB-EXS21TLE de Toshiba, installatCentraleta remota per a control individual fins a 64 unitats interiors per a regulaci i control centralitzat de clima, model TCBSC642TLE2 de Toshiba, installatReixeta d'impulsi o retorn, amb una filera d'aletes orientables horitzontals, d'alumini anoditzat platejat, de 400x300 mm, d'aletes separades 20 mm, de secci recta i per a fixar al bastimentBoca extracci de 100 mm de dimetreConducte helicodal circular de planxa d'acer galvanitzat de 100 mm de dimetre (s/UNE-EN 1506), de gruix 0,5 mmSuport estndard per a conducte circular de 100 mm de dimetrePersiana de sobrepressi amb lames metlliques amb sortida de 250 mm de dimetre i fixada a paret Extractor heliocentrfug temporitzat, monofsic per a 230 V, de 100 mm de dimetre i 160 m3/h de cabal mxim d'aire, per a instal.lar en conducteLVAL* x      B      B   ,0`hp  xd@}y4A x `ME8 8" "<<60 X>  LLL<<<<ITeC.Id %@Rl +` p R)  %) %   %+`  R)@H %)h % %+ @`  R) %) % 8.%+`  &R) %) 8%  ` 3 )08 %)X % x% $0` H ) %) % (LVAL+ %+` p^R)j %i, `  +p` mR)j08 %i, `   *8` { ) %) %  .%`   @ ` x } ) %) %) %  <%` `  (@ `   ) %) %  .%  8%`  ` : "( `   ) %) %  .%  8 %`   b `@kh  )=  %+B `k  R)j %  <8t %+F ` X R)Hx %)J %)L %  < %` N` P49 R `x Dk` RI  +V` R)H %)J   5!%)LLVAL, 0 %  <P %` N` P B @H008@@p(    @` P 8(exeTK!@h\ @L @D p8P`Bx `8 @pO p! ,D@l @(\ @Z @H  @@8 @X(  @p 2@  @ p h P8(">~>@hl @\ @X @`H @8 @x( @& @  @8 P @  8@ @ @ @ @ @ @ @  @8p @P` ]@hP  @@ (Z8A@\h 0 "     LVAL-    ( 8 H X "  `  hp       (8 HB  P  X ` p4      B  (  08 @4`    "       0 H ` p  "         P  >`    "        8 P  p   $  "   ( 0 8  @ ` x      ( 0 8 " @ 8H 5 /    LVAL.  ,U  4w $B0 H +      B     "]  8 H  P X B  ` h p x    "   , <  H `P       B0   ,  B    ( 0 8 @  H "X   ,         (]  ]<ITeC.Id % 0]   A@ B@ !'i ]p   A@% B@ !'i@ ]    A@ B@ ! ' i @  $S  $  $'d'ki  ]` !!FS|PkH $ ( $ ( !D!F (!  !0B@S  A@ B@ B@   A@"o  ] !!FS ! |pkh $ ( $ ( !D!F ( ! !0B@S  A@ B@ e B@& _L e  A@(  A@*o 0]?B'   j!D!F   , j%0$,   , j%0S    , j%0 S   ,LVAL/  j%0'kk  i ]X'   j!D!F   , j%0$,   , j%0S    , j%0 S   , j%0'k(k   i p]]    !D!F !0!F  S   !0%2.. .S .!   ,0 .!   ,0kHk@8o0 8] /4 <  ]]( <$, <! !  <! !  %0$,S <! !  <! !  %0' <' S   !4B@k(k o @]]]]( : !4!F : !4%2.8   !D!F !0!F  S   !0%2.. .S .! 8!S 8!   ,0ykkko @]]]   !D!F !0!F  S   !0%2..   !4%2.8 . 8S .!   ,0 .!   ,0 8!   ,0kko ( 1 si la fulla ja esta tractada amaguem les cel.lesG1$"!(1S >!@: G|j <B@l     <%0 $ : Gyj   <%0   <%0 S e  $~:     <%0   <%DB@H >!@(Selection.RowHeight = 0.1k8  k o  ] 'B < j <$, <!($DS B 'Bki  ] ] ] 'N'P < L <$, <!($DS N H!(S& AqueLVAL0 st es l'element que estem buscant J%0$R P  J%0$R 'Fk YobjColGranulo.Add objRangeX.Offset(LngCount, 0), objRangeY.Offset(LngCount, 0), LngValors N 'Nk8 P 'P" i  $T$@$T'Ri  ]8 ]X ]p 'N'P < L <$, <!($DS N H!(S& Aquest es l'element que estem buscant P  L%0'Vk N 'Nk P 'PiAttribute VB_Name = "ModGrafica" Public ProcessingCells As Boolean Const ITE C_TAG <I@TeC.Id Functio n CoeientA(objRangeMostra1Q, J2) DoeEt Dim.e@gresio New R $ Estableixt : ;1}C!N ..Calcula p  End & aRBRWD Q[DBLDbA@MDR9 CD9  9 BG9 CFcFF9 XMaximQuadratgG#Ifta) <> 0 The` a--n[ / (2 *#?g! 2)) Yls: X0pIfcsP Sub @Lineall,  " ResultatF P`0 % .Columnsunt.3.c Exit #Ak BH3R, 1d0 *in= M?io.NumPs  G6.Row- 1EA.Cr4"?E! 9Gen0erar"`ialc&# ?L2JwKgeKs OK0=%%F4%%{.R%(%a%e#% bQFR% & JI 0 "!%cS6%% $ L({ ! 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Next  ASub Private  Esta ~ixResultatAgRA csE BA)+ ,Punt$1iInteger jJ For j@T1 ToBtLHCo %GSet %D!C Item(j5AKi0 ?CAs@FGAz0 sCalculat >= i-w  ,i, No s hingt a!q!,.Xa-@ti a**!fs(i,x 3)C ,`Exit `5siclhamci!'hk2kasNLineal_l_l LAca _lL@JlwZZG*YpLY.rY^w`t`H$ IsSdg  AaW1W.X?D@^2)]xe!3 ~.m-- ciBcbHidep{s`(shFu %WorksheetG' si la fa ja ePf Pctada amaguem les cxel.psf("G1").Valuep?"1"$QApplication.VisilFalse" @ro .Actp! 0x500  Left1), Len(ITE C_TAG0 = x   O$0r" "q ?1$Str(i) & ":"aPi + `1 ).Selec@& cWsEnti`r ".#denPTru(E'7P@Height0~.-+a* i O+c Fun0on %orb&T `s LongRRAFV1 ##Each& ? bTr\im!a3/)1"I/0 g)Y=%=vGranulomet Xj1yPos27Yvrs djrC Lng3!A : g= ; Y#ll  10! <N q' AquT PT l'7me aU`Tbuscan8 : +Log10XK1Jf-0s( %,~ E2 1i&5'iBjX.O ffset , 0RY ;f #_0 $=~ c2Q D2StpfEXT3 (X) /(10#0 P77NY7@7ge7ge0*sC Double  Dim objCell As RangldLngValorslLong4Count 2>l= 0$\"For Eadch`In Y" If IsN umeric() And Trim.ue) <> "" ThenAE9  )W<=;Pos$ "' Aquest es l'epleme tem busca nt 6Gran@ulomet bY ! 8Y.s(G" + 1, 1)e !E vIf9 `= !   c 1 Nex. Functio@R} ILVAL2 i  a !y  0 0  0   0   0 @  0   0   0 0  0   0 p  0 8  0 @  0 @  5X'\%:l%$ Xa8:H ]3X58,& X$ X h k&Xf H ( (H(\hP @(\%XH X89  J8( (: ]3X68(w @(\%XH X8(]/( @(%H (]p 'p)X68 0 8 8:l( @(H%XH X (Sp`%H  @x)X6 8 (`@+cl%X $ XW8CX58 ~`<04 X8( p`P@S qx tp ]ltllM\ @ pZll=tkZtaH8 8:(]<'l6H8! lxqx t9 p= S,pt lH80   h4,$@ tD\B9 oDkLl"  84(l 0       __SRP_3LVAL3 Valor Y.__SRP_12__SRP_13 rU   8` =a=a8` =a=a8` =a=a8` =a=a8!`=a=a8I`=a=a4q`)I =a(4"!`)I =a(8`a3 =aD ` a3 =a=a8 `a3 =a89 `a3 =a,a `=,0  `)=aD`  =a=a=a(`/D`  =a=a=anrU  P y @P )A /i! 7q'LVAL4 g0   0   0 h  4 8 < @ D H j <,@rU  \(hM0(QhQ00 ` U0//9@4I@$8Y@,<q@4@0 @<D@DHn  ib  rU   y @8 )A I0  W W 0        !"#$%&'()*+,-./023456789:;<=>?@ABCDEFGIJKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmnopqrtuvwxz{|}~ Punts  'dt__SRP_6 __SRP_7RegresiomLVAL5 5@N9AU.M: `-CE   ,  nd If9$'dNlv9el{A P V2J=Qothing]E& |APCP@Rerty GaItem(vntIndex {VSRnt{@\usaAZ h r ref^ cielemento de nlAAG' !Xi& @X ndisBoblave,$%por lo& ?sr mo dS yntax: A$Hfoo@:x.Bx0yz) 5)Aa>)#*O'C,Fk`*Co"!(9'Lo1 'obwnmerB&M'sco(. Siais: @Debug.@~nt x. Bd@Sub Remove@dquitab~x=&Jya=, :$S;!x~.:#2A-u# N a!#a Enumc7IUnknow ' @ permieerarD6 a[sD For ...EachN 6[_]+N7Cs_Initialize(bX BiG cuando9 b  %a& _@j+& gT n! FtruyK t#k`%L# Pp  ip x %) %,!Fh $$i r`` @( + ip  Ja,!th ,6%) 0   0   0   0 `  0  ( 0   88(D8rU  D<` ++3 0Ah !/3 (h%((`)/,h-<$A`0 $`4n rU    y @hLVAL6  )A 2@H Al( XrbtuP0O N*=h8+3q;OJ'* x;OJ'* rbtuP0O NME(SS S 6"N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}hj <,@j PD<@j HD @ %,!h Li Ahh HP i\ ,^`  T #i`  ib  i  ` %` d.` h xP%j 4@j 8$@j X(@4@b ZL@ (Ph PhPx\X$ JD\$*\Rffff*0]480c5197PC        ( 0 B 8@H"  P X`x*   LVALA (0 8 B  @ H P X `p (       4 0P ` h px   <ITeC.Cell xmlns="ITeC" row="5" sheet="1" col="24"><ITeC.Value>No</ITeC.Value><ITeC.Comment><ITeC.Data>S</ITeC.Data><ITeC.Data>No</ITeC.Data></ITeC.Comment><ITeC.Id ITeC.DEF_ID="ANULAT_LABORATORI" ITeC.type="ANULAT_LABORATORI" xmlns=""/></ITeC.Cell>]  ] ] ] ] (] P]  Z'm0  \'Zrow$^'col$^'sheet$^' ITeC.Tipus$^' ITeC.DEF_ID$^'X ITeC.EditableF$^FS'd'km h]]  b'^ `="'d  Z d  Z  d$$f d$fS  ja hem trobat l'atribut]8  d ''h  Z  Z $" h Z $ 'h  ' h'^zk xiphAttribute VB_Name = "Val or" Basp0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |Global!Spac False CreatablPre declaIdCExposeTemplat@eDeriv%C ustomiz E '<ITeC.Cell xm lns="" row="5" sheet="1" col="24"> ue>pNo</  &ommentD >S   ; &C R1DEF_ID="ANULAT_LABORATORI"  type 6"/>!;> Public Row As LongColAFullaNDlef (S ~HT0ipusA Edi Boolean" Dim m Tag0 *Property Get ()- =E pEnd  6FLDstr 0) AE#=  AK= Ate("9 ", 0@AOMHRB: H xPM B{  ""a #G0 If (`( E3AF")a! The@4a !&9= w !aTru & 94If-K5[ed W ? q m 5 }rgy BP24OBREPORTES ELCTRICSETProjecte del'ampliaci i reforc'# G EP24OBREPORTES ELCTRICSPOProjecte del'ampliaci i reforc'# G BP25APARELLS D'USUARIETProjecte del'ampliaci i refor`$ G EP25APARELLS D'USUARIPOProjecte del'ampliaci i refor`$ G BP21EQUIPS D'ALIMENTACIETProjecte del'ampliaci i reforc'# G EP21EQUIPS D'ALIMENTACIPOProjecte del'ampliaci i reforc'# G BP22UNITATS EXTERIORS (PLAQUES DE CARRER)ETProjecte del'ampliaci i refort84 G BP2INTERCOMUNICADORS D'UDIO I VDEOETProjecte del'ampliaci i reforo3/ G EP22UNITATS EXTERIORS (PLAQUES DE CARRER)POProjecte del'ampliaci i refort84 G EP2INTERCOMUNICACI EN AUDIO I VIDEOPOProjecte del'ampliaci i reforo3/ G BP43CABLES MLTIPLES AMB CONDUCTORS METL.LICSETProjecte del'ampliaci i refory=9 G BP4CABLES PER A TRANSMISSI DE SENYALETProjecte del'ampliaci i reforp40 G EP43CABLES MLTIPLES AMB CONDUCTORS METL.LICSPOProjecte del'ampliaci i refory=9 G EP4CABLES PER A TRANSMISSI DE SENYALPOProjecte del'ampliaci i reforp40 G BP7ZELEMENTS ESPECIALS PER A TRANSMISSI DE VEU I DADESETProjecte del'ampliaci i reforFB G BP73ELEMENTS DE CONNEXI PER A SISTEMES DE TRANSMISI DE VEU I DADESETProjecte del'ampliaci i reforSO G EP73ELEMENTS DE CONNEXI PER A SISTEMES DE VEU I DADESPOProjecte del'ampliaci i reforEA G BP72FAMLIA P72ETProjecte del'ampliaci i reforZ G EP7ZELEMENTS ESPECIALS PER A TRANSMISSI DE VEU I DADESPOProjecte del'ampliaci i reforFB G BP7EEQUIPS ELECTRONICS PER A SISTEMES DE TRANSMISI DE DADESETProjecte del'ampliaci i reforKG G BP7MATERIALS PER A SISTEMES DE TRANSMISI DE VEU I DADESETProjecte del'ampliaci i reforGC G BPMATERIALS PER A INSTAL.LACIONS AUDIOVISUALS I DE COMUNICACIETProjecte del'ampliaci i reforLH G EP7EEQUIPS ELECTRNICS PER A TRANSMISSI DE DADESPOProjecte del'ampliaci i refor|@< G EP7SISTEMES DE TRANSMISSI DE VEU I DADESPOProjecte del'ampliaci i refort84 G EPINSTAL.LACIONS AUDIOVISUALS I DE COMUNICACIPOProjecte del'ampliaci i reforx<8 G BE42CONDUCTES CIRCULARS METL.LICSETProjecte del'ampliaci i reform1- G BE4XEMENEIES, CONDUCTES CIRCULARS I OVALSETProjecte del'ampliaci i refort84 G BEW4ACCESSORIS PER A XEMENEIES I CONDUCTES CIRCULARSETProjecte del'ampliaci i reforC? G EE42CONDUCTES CIRCULARS METL.LICSPOProjecte del'ampliaci i reform1- GLVAL#9 {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Conductes muntats superficialment.\par S'han considerat els materials seg\'fcents:\par - Alumini r\'edgid\par - Acer inoxidable\par - Alumini flexible\par - Planxa d'acer galvanitzat\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 dels suports pel muntatge superficial\par - Col\'b7locaci\'f3 dels conductes connectant-los amb junts i abra\'e7adores\par CONDICIONS GENERALS:\par La situaci\'f3 del conducte ha de ser la reflectida a la DT o la indicada per la DF Els conductes horitzontals han de passar a prop del sostre i amb una inclinaci\'f3 ascendent >= 3%.\par Els conductes per al transport d'aire no poden allotjar conduccions d'altres instal\'b7lacions mec\'e0niques o el\'e8ctriques, ni ser travessats per aquestes.\par El sistema de suport d'un conducte ha de tenir les dimensions dels elements que el constitueixen i ha d'estar espaiat de tal manera que sigui capa\'e7 de suportar, sense cedir, el pes del conducte i del seu a\'efllament t\'e8rmic, si es el cas, aix\'ed com el seu propi pes.\par El sistema de suport no ha de debilitar l'estructura de l'edifici i la relaci\'f3 entre la c\'e0rrega que grava sobre l'element d'ancoratge i la c\'e0rrega que determina l'arrencament del mateix no ha de ser mai inferior a 1:4.\par Si els conductes estan penjats del sostre, el tirant vertical ha de tenir una desviaci\'f3 <= 10\'b0 respecte a la vertical. Els suports s'han de col\'b7locar a prop de les unions entre els trams.\par Les uLVAL: nions entre els conductes s'han de fer mitjan\'e7ant maniguets d'uni\'f3 i s'han de segellar. Les unions entre els accessoris i els conductes s'han de fer directament. Els accessoris han d'estar normalitzats.\par A les unions amb conductes d'obra el tub s'ha d'introduir dins el conducte 1 o 2 cm. Si el tub ha d'anar revestit amb un conducte d'obra, cal que hi hagi una dist\'e0ncia >= 5 cm entre el conducte i el tub, per a facilitar la circulaci\'f3 de l'aire.\par El pas a trav\'e9s d'elements estructurals i de tancament s'ha de fer amb passamurs d'un di\'e0metre, com a m\'ednim, 4 cm m\'e9s gran que el di\'e0metre del conducte si l'element \'e9s de material incombustible i si l'element \'e9s combustible el di\'e0metre del passamurs ha de ser 10 cm m\'e9s gran, com a m\'ednim. L'espai entre els conductes s'ha d'omplir amb material incombustible.\par Els conductes verticals es suportaran per mitj\'e0 de perfils a un sostre o a una paret vertical.\par La fixaci\'f3 dels conductes als maniguets d'uni\'f3 s'ha de realitzar mitjan\'e7ant cargols autoroscants o reblons.\par Dist\'e0ncia m\'e0xima entre suports horitzontals(UNE 100-103): Ha de complir\par Dist\'e0ncia m\'e0xima permesa entre suports verticals:\par - Per a conductes de fins a 800mm de di\'e0metre: =< 8 m\par - Per a conductes de di\'e0metres superiors a 800 mm: =< 4 m\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Aplomat: 2/1000, <= 15 mm\par CONDUCTES D'ALUMINI R\'cdGID, ACER INOXIDABLE O PLANXA D'ACER GALVANITZADA:\par Distancia entre suports:\par - Trams horitzontals: <= 3,5 m\par - Trams verticals: <= 8 m\par CONDUCTES D'ALUMINI FLEXIBLE:\par Dist\'e0ncia entre suports:\par - Trams horitzontals: <= 1,5 m\par - Trams verticals: <= 3 m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Si el tub flexible d'alumini es subministra comprimit cal estirar-lo aproximadament fins a cinc vegades per a instal\'b7lar-lo. Els radis de curvatura m\'ednims han de ser iguals al di\'e0metre exterior.\par Abans de comen\'e7ar els treballs d0LVAL@e muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par Els conductes s'han d'inspeccionar i netejar abans de la seva col\'b7locaci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions del projecte, entre els eixos dels elements o dels punts per connectar.\par Aquests criteris inclouen les p\'e8rdues de material corresponents a retalls.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par RITE 1998 Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par RITE 1998 CORR Correci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par RITE 1998 MOD Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par *UNE 100101:1984 Conductos para transporte de aire. Dimensiones y tolerancias.\par *UNE 100102:1988 Conductos de chapa met\'e1lica. Espesores. Uniones. Refuerzos.\par *UNE 100103:1984 Conductos de chapa met\'e1lica. Soportes.\par *UNE 100104:1988 Climatizaci\'f3n. Conductos de chapa met\'e1lica. Pruebas de recepci\'f3n.\par\pard\par }W LVALg {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Conjunt d'elements auxiliars (suports, abra\'e7adores, etc.).\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques (qualitat, dimensions, etc.) han de ser els {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Conjunt d'elements auxiliars (suports, abra\'e7adores, etc.).\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques (qualitat, dimensions, etc.) han de ser els adequats per al conducte i no han de fer disminuir les caracter\'edstiques pr\'f2pies del conjunt de la instal\'b7laci\'f3 en cap de les seves aplicacions.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Dimensions en cm\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }H k < d jp50?fffff5@fffff5@fffff5@fffff5@`G@__BP7Z1100Panell guiacable 19'' enracableK@ ( UBP7Z1100ETVEN.3VEN.3 0?\(1@\(1@\(1@\(1@#@__A013M099Ajudant muntadorAjudant muntadorHA013M099EMVEN.3VEN.3  0?Qt@Qt@Qt@Qt@@ ;@r a una velot de 54 mbps__BP73U012Emissor de xarxa de dades per a punts d'accs sense fils, certificaci wifi, per a una velocitat de @ ( UBP73U012ETVEN.3VEN.3KAA77777333333)' 0?`@`@`@`@@s@umnOrderColumnHnDescriptio__BP7226LLCaixa repartidora amb suport portarregletes i regletes de tall per a 50 parells, muntada superficialy@ ( uBP7226LLETVEN.3VEN.3KAA77777333333)' 0?@|@@|@@|@@|@@s@@s@230 V. Coll i provat "__BP7E11NNSwitch de 24 ports 10/100Mbps, per a armari tipus Rack 19, amb alimentaci a 230 V. Collocat i prl@( uBP7E11NNETVEN.3VEN.3KAA77777333333)' 0?d@d@d@d@@@  `p@SY__BEV31TLEProgramador setmanal per a regulaci i control d'instal.lacions de clima, model TCB-EXS21TLE de Toshu@( UBEV31TLEETVEN.3VEN.3KAA77777333333)' 0?@@@@@__BEV32TLECentraleta remota per a control individual fins a 64 unitats interiors per a regulaci i control cen@( UBEV32TLEETVEN.3VEN.3KAA77777333333)' 0?{G:5@{G:5@{G:5@{G:5@@' ()*+, - . 123456__BEK21DA7Reixeta impuls/retorn orientables 400x300mm,20mm recta,p/fix.bast.@( UBEK21DA7ETVEN.3VEN.3) 0?(\*@(\*@(\*@(\*@ N@  c`dpgij@k`a0by__BEK92400Boca extracci d=100mm&@( uBEK92400ETVEN.3VEN.3 0?@@@@@Z@__BE42Q310Conducte helicodal circ.de planxa ac.galv.,D=100mm,g=0,5mmr@( MBE42Q310ETVEN.3VEN.3"       0?Q@Q@Q@Q@@Z@__BEW43000Suport estndard p/conducte circ.D=100mm@@( UBEW43000ETVEN.3VEN.3 LVAL?#> {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Conductes circulars met\'e0l\'b7lics per a ventilaci\'f3 i evacuaci\'f3 de fums i gasos, en m\'f2duls de 3 a 5 m de llarg\'e0ria.\par S'han considerat els materials seg\'fcents:\par - Planxa d'acer galvanitzat\par - Alumini flexible\par - Alumini r\'edgid\par - Acer inoxidable\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par Els conductes han de suportar els esfor\'e7os deguts al seu propi pes, al moviment de l'aire, als propis de la seva manipulaci\'f3, aix\'ed com a les vibracions que es puguin produir com a conseq\'fc\'e8ncia del r\'e8gim normal de funcionament.\par No poden tenir peces interiors soltes.\par Les superf\'edcies internes han de ser llises.\par No han de contaminar l'aire que circula pel seu interior.\par Caracter\'edstiques t\'e8cniques:\par +--------------------------------------------------+\par \'a6 \'a6 Alumini \'a6 Acer \'a6\par \'a6 \'a6 r\'edgid \'a6 inoxidablLVAL? e \'a6\par \'a6-------------\'a6-------------------\'a6----------------\'a6\par \'a6Gruix (mm) \'a6 0,7 \'a6 1 \'a6\par \'a6-------------\'a6-------------------\'a6----------------\'a6\par \'a6 Pes xapa \'a6 1,72 \'a6 8,1 \'a6\par \'a6 (kg/m2) \'a6 \'a6 \'a6\par \'a6-------------\'a6-------------------\'a6----------------\'a6\par \'a6Di\'e0metre (mm)\'a6 125 160 250 \'a6 400 \'a6200 250 \'a6 400 \'a6\par \'a6-------------\'a6-------------\'a6-----\'a6--------\'a6-------\'a6\par \'a6Pres. Treball\'a6 \'a6 \'a6 \'a6 \'a6\par \'a6 (mm.c.d.a.) \'a6 <=150 \'a6=100 \'a6<=100 \'a6<=150 \'a6\par \'a6(UNE 100-102)\'a6 \'a6 \'a6 \'a6 \'a6\par +--------------------------------------------------+\par Caracter\'edstiques t\'e8cniques:\par +--------------------------------------------------------------------+\par \'a6 \'a6 Alumini \'a6 Planxa acer \'a6\par \'a6 \'a6 Flexible \'a6 galvanitzat \'a6\par \'a6-------------\'a6-----------------\'a6------------------------------------\'a6\par \'a6Gruix (mm) \'a6 no definit \'a6 0,5 \'a6 0,7 \'a6\par \'a6-------------\'a6-----------------\'a6-----------------------------\'a6------\'a6\par \'a6Di\'e0m. (mm) \'a6 125 \'a6 160 \'a6 250 \'a6 100 \'a6 125 \'a6 160 \'a6 200 \'a6 250 \'a6 400 \'a6\par \'a6-------------\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6------\'a6\par \'a6Pres. treball\'a6<=305\'a6<=305\'a6<=203\'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6-------------\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6-----\'a6------\'a6\par \'a6Pes tub kg/m \'a60,32 \'a60,35 \'a60,58 \'a6 1,4 \'a6 1,7 \'a6 2,1 \'a6 2,7 \'a6 4,3 \'a6 6,9 \'a6\par +--------------------------------------------------------------------+\par LVAL@ CONDUCTES D'ALUMINI FLEXIBLE:\par Han d'estar formats per una banda met\'e0l\'b7lica enrotllada helico\'efdalment, de paret prima corrugada amb plegament articulat per les seves vores, les quals han de ser comprimibles.\par Estiratge per metre d'origen comprimit: <= 5 m\par CONDUCTES D'ALUMINI R\'cdGID, D'ACER INOXIDABLE I D'ACER GALVANITZAT:\par Han d'estar formats per una banda met\'e0l\'b7lica corbada longitudinalment o helico\'efdalment sobre el seu di\'e0metre, formant un tub estanc per mitj\'e0 d'un encaix de doblec de les seves vores.\par Toler\'e0ncies per a conductes d'alumini r\'edgid o acer inox:\par +-------------------------------+\par \'a6Di\'e0metre nominal \'a6 Toler\'e0ncia \'a6\par \'a6 ( mm ) \'a6 \'a6\par \'a6-----------------\'a6-------------\'a6\par \'a6 100 \'a6 + 0,5 \'a6\par \'a6 125 \'a6 + 0,5 \'a6\par \'a6 160 \'a6 + 0,6 \'a6\par \'a6 200 \'a6 + 0,7 \'a6\par \'a6 250 \'a6 + 0,8 \'a6\par \'a6 400 \'a6 + 1 \'a6\par +-------------------------------+\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'engr\'f2s, per m\'f2duls de 3 a 5 m, estirat i en caixes de cartr\'f3 comprimit.\par Emmagatzematge: En llocs protegits contra els impactes. S'han d'apilar horitzontalment i paral\'b7lelament sobre superf\'edcies planes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par RITE 1998 Real Decreto 1751/1998, de 31 de julio por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas en Edificios (RITE) y sus Instrucciones T\'e9cnicas Complementarias (ITE) y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par RITE 1998 CORR Correci\'f3n de errores del Real Decreto 1751/1998, de 31 de julio, por el que se aprueba el Reglamento de Instalaciones T\'e9rmicas de Edificios (RITE) LVAL y sus Instrucciones T\'e9cnicas Complementarias ITE y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios.\par RITE 1998 MOD Real Decreto 1218/2002, de 22 de noviembre, por el que se modifica el real Decreto 1751/1998, de 31 de julio, por el que se aprob\'f3 el Reglamento de Instalaciones T\'e9rmicas en los Edificios y sus Instrucciones T\'e9cnicas Complementaria y se crea la Comisi\'f3n Asesora para las Instalaciones T\'e9rmicas de los Edificios\par *UNE 100101:1984 Conductos para transporte de aire. Dimensiones y tolerancias.\par *UNE 100102:1988 Conductos de chapa met\'e1lica. Espesores. Uniones. Refuerzos.\par *UNE 100104:1988 Climatizaci\'f3n. Conductos de chapa met\'e1lica. Pruebas de recepci\'f3n.\par\pard\par }LVALB 5Function-1`! ?, var aultVariantCde:LlCounc^! Buscar' )&`#G0 gF& "=""C For = 1 To Len($M) - O ; A6UC(Mid%, ,n)7! +9a ' ja hem trt l'aZ&`sResD, i}ek+Nil @ %QWhi`( <{ H&1= }" <> /%em++ 01q E=>+ 1 Wxend+LMExit EdGW5aNextP 03F      ( 0 8" @ H P " X ` h " p x         $   & (0 H  Php  x       "   (08@H P h p x       8M['AV{ @|YwO <2zs*=h8+3qa$5C)O0 th4xa$5C)O0 th4|YwO <2zsME PSS S 0 "0 vLVALC 6"<N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}%  %,` `i i il %) %  n%,!2h Pp  ip x %) %,!Fh $$i r`` @( + ip  Ja,!th ,6%) Ar% z` 0= |` 4 C  xP%" k4@`  F P PD8 JD\*\R0*#1c$*\Rffff*0W480c5197*\R2*#3$*\Rffff*0V480c51978L , 0 B  8 @ ` h >x    @P X B  ` >h @ , :Xh B p 4x .  "   2 LVALD >8 x   B  & 00@ " H 0P  "  6 &variable local para contener coleccin]@   crear un nuevo objeto].n7establecer las propiedades que se transfieren al mtodo  n(%  n( lS n jB@d n l jB@@kdevolver el objeto creado n.s que .ni 8se usa al hacer referencia a un elemento de la coleccin%:vntIndexKey contiene el ndice o la clave de la coleccin,%por lo que se declara como un Variant4Syntax: Set foo = x.Item(xyz) or Set foo = x.Item(5) p$j.2m .se usa al obtener el nmero de elementos de la(coleccin. Sintaxis: Debug.Print x.Count j!F'Fm ,se usa al quitar un elemento de la coleccinP8vntIndexKey contiene el ndice o la clave, por lo que se! declara como un VariantSintaxis: x.Remove(xyz) p jB@ro0 `esta propiedad permite enumerar)esta coleccin con la sintaxis For...Each j! x.tRm )crea la coleccin cuando se crea la clase .j> oh 0destruye la coleccin cuando se termina la clasey.joCAttribute VB_Name = "Pun ts" Basp0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |Global!Spac False CreatablPre declaIdCExposeTemplat@eDeriv%C ustomiz E 'vari local para contenerlecci0n P - 1 m Col As 1 tio ublic Func Add(X Do e, y ROp 6sKe bS ng) $ 'c Sr un nuevo objeto DimNewM8emb T H! SeRtK= @  R  es ec@las proLVALJ piedades que transfieren @+mtod #i.X mXCyyIf Len(<)@0 Thet8$-AT p 8M ^RCB*=h8+3qZBS)oM^"=yaxZBS)oM^"=ya 8M ^RCBME PSS S "6 <6"<<N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}%pVi %j h D8@j  PL@od %j `\@h  n ` d   P` h  &` l(( `  ` `  .%  8` t> ,}` xx Ui I,` | `i SP, X` 8 li C.,`   oi IF,``  zi ,Rx ` XR  i ,a `  i , 8 `    i  ", `LVALp\F {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Col\'b7locaci\'f3 de reixat d'1,5 a 2 m d'al\'e7\'e0ria, de malla d'acer.\par S'han considerat els tipus seg\'fcents:\par - Amb malla de torsi\'f3 senzilla\par - Amb bastidor i malla electrosoldada o malla ondulada de ferro dol\'e7\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Amb pals de tub col\'b7locats sobre daus de formig\'f3\par - Ancorat a l'obra\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Col\'b7locaci\'f3 de l'element\par - Formaci\'f3 de les bases per als suports, o del forat en l'obra\par - Col\'b7locaci\'f3 dels elements que formen el reixat\par - Tesat del conjunt\par CONDICIONS GENERALS:\par La tanca ha de quedar ben fixada al suport. Ha d'estar aplomada i amb els angles i els nivells previstos.\par Els muntants han de quedar verticals, independentment del pendent del terreny.\par Quan la reixa ha d'anar col\'b7locada sobre daus de formig\'f3, els suports s'han d'ancorar a aquestes bases que no han de quedar visibles.\par Llarg\'e0ria de l'ancoratge dels suports:\par - Al\'e7\'e0ria 1,5 m: >= 3 cm\par - Al\'e7\'e0ria 1,8 o 2 m: >= 35 cm\par Toler\'e0ncies d'execuci\'f3:\par - Dist\'e0ncia entre suports:\par - Reixa amb malla de torsi\'f3 senzilla: \'b1 20 mm\par - Reixa amb bastidor de 2x1,8 m: \'b1 2 mm\par - Reixa amb bastidor de 2,5x1,5 m; 2,65x1,5 m o 2,65x1,8 m: \'b1 5 mm\par - Replanteig: \'b1 10 mm\par - Nivell: \'b1 5 mm\par - Aplomat: \'b1 5 mm\par REIXAT ANCORAT A L'OBRA:\par Dist\'e0ncia entre els suports: 2 m\par R< LVALL EIXAT AMB MALLA DE TORSI\'d3 SENZILLA:\par La tanca ha de tenir muntants de tensi\'f3 i de refor\'e7 repartits uniformement als trams rectes i a les cantonades.\par Aquests muntants han d'estar refor\'e7ats amb tornapuntes.\par Dist\'e0ncia entre els suports tensors: 30 - 48 m\par Nombre de cables tensors: 3\par Nombre de grapes de subjecci\'f3 de la tela per muntant: 7\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Durant tot el proc\'e9s constructiu, s'ha de garantir la protecci\'f3 contra les empentes i els impactes per mitj\'e0 d'ancoratges i s'ha de mantenir l'aplomat amb l'ajuda d'elements auxiliars.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }l 5 ʠ AAA-A&?q= ףJ@33333cz@tx@S㥛@@1G6TQAR2Installaci sistema de control d'accs amb torns i porta accs minus@u1G6TQAR2POProjecte del'ampliaci i reforVEN.3"ysnl >&? |@LJN{@LJN{@ucte@PPAUREPFP.a. d'abonament ntegre per la reparaci de forats i cop deixats al treure els muntants i@paPPAUREPFPOProjecte del'ampliaci i reforVEN.39//ysnl >&?p= ף@&†'@2ı.@Y @Y@@E898D240Pintat vert.ext.ciment,plstica llis,1fons+2acab.@m2E898D240POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?@'1E@ʡ@5(&@EQ51U002Suministre i col.locaci de mostrador de control Mos.2 de 165 cm. de llargaria total format per taul@,uEQ51U002POProjecte del'ampliaci i reforVEN.3A77ysnl >&?33333@RQS@@(\.@4' AN@EQ51U001Suministre i col.locaci de mostrador de control Mos.1de 275 cm. de llargaria total format per taule@+uEQ51U001POPROJECTE CAP SANITAT.TARRAGONAVEN.3A77ysnl >&? ףp=J1@(@2b@ڧ0@^@@E89ABBJ0Pintat porta acer,esmalt sint.,1antioxidant+2acab.n@m2E89ABBJ0POBanc GISA Edificaci Obra NovaVEN.3ysnl >&? ףp=R@+&1@&?)\lx@)\Hn@d$a@"Զw@v@@K4G21035Paredat,pedra recuperaci,carejad.,1cara,col.morter 1:6@"m3K4G21035POBanc_GISA_Rehabilitaci_2008_vVEN.3  ysnl >&?R8@33333.@+ @߉Y/7@n@@E9E11214Paviment panot vorera gris,20x20x2,5cm,preu alt,col.est.sorra-cim.200kg/m3@"m2E9E11214POBanc GISA Edificaci Obra NovaVEN.3)ysnl >&?@Gz@?5^I ?d;O @_@@K219CC11Enderroc vorera panot,compres.,crrega manual_@m2K219CC11POBanc_GISA_Rehabilitaci_2008_vVEN.3 ysnl >&?(\Ny@(\C@Rx@A@@F6A1U160Porta metl.lica 110x225cm cm. de tubulars 100.40.1,5 separats 60 mm. d'acer galvanitzat @mF6A1U160POProjecte del'ampliaci i reforVEN.35++ysnl >&?)\\@L0@W@33333[@B@@F6A1U165Tanca metl.lica h=155 cm d'acer galvanitzat@ mF6A1U165POMagatzem logstic. Hospital UnVEN.3 ysnl >LVALp\I {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Entramats amb filferros, per procediments diversos (torsi\'f3 simple o triple, teixit simple o doble) amb filferros d'acer.\par S'han considerat els tipus seg\'fcents:\par - De torsi\'f3 simple\par - De torsi\'f3 triple\par - De teixit senzill de filferro ondulat\par - De teixit doble de filferro ondulat\par - Amb remat superior decoratiu\par S'han considerat els acabats dels filferros seg\'fcents:\par - Galvanitzat\par - Galvanitzat i plastificat\par CARACTER\'cdSTIQUES GENERALS:\par La tela ha de tenir un pas de malla constant i uniforme.\par La secci\'f3 dels filferros ha de ser constant a tota la malla.\par La tela no ha de tenir filferros tallats o empalmats si no \'e9s a les vores.\par Si l'acabat superficial \'e9s plastificat, el pl\'e0stic ha de ser llis sense discontinu\'eftats ni d'altres imperfeccions superficials, i el filferro ha de ser galvanitzat.\par El seu recobriment de zinc ha de ser llis, sense discontinu\'eftats, ni exfoliacions i no ha de tenir taques ni d'altres imperfeccions superficials.\par Els filferos han de complir les especificacions de la norma UNE 36-722. Si son galvanitzats tamb\'e9 han de complir les de les normes UNE 37-502 i UNE 37-506, i si son plastificats les de la UNE 37-732.\par Protecci\'f3 de galvanitzaci\'f3 (UNE 37-506): Ha de complir\par Puresa del zinc, en pes: >= 98,5%\par Toler\'e0ncies:\par - Pas de malla: \'b1 7%\par TELA MET\'c0L\'b7LICA DE TORSI\'d3 SIMPLE:\par Toler\'e0ncies:\par - Pas de malla:\par - Malla de 40 mm: \'b1 3,0 mm\par - Malla de 50 mm: \'b1 3,5 mm\par - Malla de2 LVALB 60 mm: \'b1 4,0 mm\par - Al\'e7\'e0ria de la tela:\par - Malla de 40 mm: \'b1 30 mm\par - Malla de 50 mm: \'b1 40 mm\par - Malla de 60 mm: \'b1 50 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En rotlles.\par Emmagatzematge: En llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par TELA MET\'c0L\'b7LICA DE TORSI\'d3 SIMPLE:\par *UNE 36738:1995 Alambre de acero y productos de alambres para cerramientos. 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SQ If p!R"a"ResoldreEquacio "A()' Reg@resio ial#a SAbBcm' No e s pot c% +dI *a1__SRP_4! __SRP_51ModProteccio &__SRP_c $H +/M0 9W  'a_x _x_x_x_x LVALQ _ x  0   0   0 P  0   0 8  0   0   0 X  0   0   0 x  0   0 8  0   0   0 ,  0 X  0   0 X   0   0 X   0   0 X   0   0   4 8 < DL P X `     7rU  t$ `e$I`i$0 `m$`t( `x+(I`|LVALR +(0 ` ((` +( `+(I `R+(0  `+( ` #(  `+(I `S#<0 `!1+++++T`(A!1Qaq++++++++++( `+(I`+(0 `+(`+( `+(I `+(0 `+$ `q$ ` I@ 4a@(8@0 <"!@8 D @@ L@L P@T X@\ `nf1*\R1*#e4$*\Rffff*0[480c5197*\R0*#f*\R0*#14*\R1*#10*\R1*#dc*\R1*#e4*\R1*#31*\R1*#2c*\R1*#13*\R1*#242"     $( @ P  X " ` h p )xM   *     ;( @ P  MX?x&@C :   ( (LVALY 0HJ`   "      $S!A xMEP @0 "  X8"> P LLLa LP<T<X<\<`<d<h<l<p<t<x<|< \`Xk@ ) ` %  x %  @t .% p` k)) )  %  x(de%  tHn.%  Xh%  L pun % h`Xo##7 )  %` x` t  p@ %` l` h  d %  `% @`oZ )   %  x8 % n` o  x i    xIF %@%hLVAL6vT {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Programadors protegits amb caixa per instal\'b7lacions de reg que governen l\'92 obertura de les electrov\'e0lvules possibilitant l\'92 automatitzaci\'f3 de la mateixa.\par S\'92 han considerat els seg\'fcents tipus:\par - Programadors electr\'f2nics.\par - Programadors aut\'f2noms.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 i anivellaci\'f3\par - Connexionat a la xarxa en el seu cas\par CONDICIONS GENERALS:\par Cada element haur\'e0 de tenir una caixa de protecci\'f3 estanca amb tancament de clau.\par L\'92 element ser\'e0 de tipus professional i haur\'e0 d\'92 estar homologat per Parcs i Jardins de Barcelona, Institut Municipal.\par La caixa ha de quedar fixada s\'f2lidament al parament o element fix en el que es col\'b7loqui.\par La caixa ha de quedar col\'b7locada en un lloc de f\'e0cil acc\'e9s i que tingui suficient il\'b7luminaci\'f3.\par La posici\'f3 ser\'e0 fixada a la DT\par El programador, en el seu cas, quedar\'e0 connectat a la xarxa de subministrament el\'e8ctric de titularitat p\'fablica, segons Reglament Electrot\'e8cnic de Baixa Tensi\'f3.\par Es comprovar\'e0 el funcionament del programador i es far\'e0 una inspecci\'f3 ocular per detectar possibles defectes de fabricaci\'f3, transport o manipulaci\'f3.\par Ha d'estar instal\'b7lat el programa que ha d\'92executar.\par Ha d\'92estar feta la prova de servei.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 20 mm\par - Nivell: \'b1 2 mm\par\par 2.- CONDIC LVAL IONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques de l'element.\par Cal comprovar la idone\'eftat de la tensi\'f3 disponible.\par S'ha de comprovar que les caracter\'edstiques t\'e8cniques de l'aparell corresponen a les especificades al projecte.\par La connexi\'f3 amb la xarxa el\'e8ctrica es far\'e0 un cop tallat el corresponent subministrament.\par Un cop instal\'b7lat l'equip, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants com ara embalatges, retalls de cables el\'e8ctrics, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALUvV {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Dispositius destinats a formar part d\'92una instal.laci\'f3 de reg.\par S'han considerat els elements seg\'fcents:\par - Microaspersor: Elements de distribuci\'f3 d\'92aigua en zones ajardinades en forma de pluja que van equipats amb broquet de sortida de doll fix, regulable i de curt abast\par - Comptagotes: Emissors d\'92aigua de baix cabal incorporats a canonades soterrades per configurar sistemes de reg localitzat, integrats directament en la canonada en el proc\'e9s de fabricaci\'f3 de la mateixa o acoblats com accessoris addicionals a la canonada un cop fabricada\par - Programadors electr\'f2nics o aut\'f2noms: Elements que governen l\'92obertura de les electrov\'e0lvules de la instal.laci\'f3 possibilitant l\'92automatitzaci\'f3 de la mateixa.\par - V\'e0lvula hidr\'e0ulica per a regular autom\'e0ticament el cabal d\'92aigua, en les que l\'92accionament del pilot de tres vies es fa electromagn\'e8ticament. El despla\'e7ament de l\'92eix de la v\'e0lvula es produeix per l\'92acci\'f3 d\'92un solenoide.\par ASPERSORS I MICROASPERSORS:\par La part del dispositiu destinada a difondre l'aigua ha de quedar amagada dins la carcassa, mentre l'aparell connectat a la xarxa no rebi aigua a la pressi\'f3 m\'ednima de treball.\par Les peces de pl\'e0stic del difusor exposades a l'aigua o a les radiacions ultraviolades han de ser opaques i resistents a les dites radiacions.\par Les superf\'edcies del polvoritzador han de ser llises i no han de tenir puntes o arestes vives.\par El disseny del polvoritzador haLVALW de permetre la substituci\'f3 de qualsevol component per la part superior, de forma manual o amb ajut d'eines corrents, iclusiu el filtre.\par Ha de tenir un junt per a impedir l'entrada de sorra entre la carcassa i el cos emergent.\par Els broquets de sortida han de ser intercambiables per a aconseguir diferents superf\'edcies de regat. Cada tipus de broquet ha de portar una marca o codi que permeti identificar-lo al cat\'e0leg corresponent.\par Cada element ha de portar marcat de forma clara e indeleble les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada\par - S\'edmbol d'identificaci\'f3 utilitzat al cat\'e0leg\par - Cabal nominal i pressi\'f3 nominal de treball\par - Indicaci\'f3 de la posici\'f3 correcta d\'92instal\'b7laci\'f3 si fos necessari\par Pressi\'f3 m\'e0xima admissible: 5 bar\par MICROASPERSORS:\par Ha d\'92estar format per:\par - Carcassa\par - Cos emergent\par - Tapa de goma\par - Joc de broquets intercanviables\par - Filtre\par Abast: 4-5 m\par Pressi\'f3 de treball: 2-2,5 bar\par Al\'e7\'e0ria cos emergent: >= 10 cm\par Pluviometria d\'e8bil: 20-30 mm/h\par Cabal: 400-600 l/h\par GOTEJADORS\par Ha de ser autonetejable.\par Cada element ha de portar marcat de forma clara e indeleble les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada\par - Model\par - Tipus\par - Di\'e0metre exterior de la canonada expressat en mm\par - Di\'e0metre m\'ednim de pas expressat en mm\par - Cabal nominal expressat en l/min quan els emissors no siguin auatocompensants\par - Indicaci\'f3 de la posici\'f3 correcta d\'92instal\'b7laci\'f3 si fos necessari\par PROGRAMADORS:\par Cada element ha de tenir una caixa de protecci\'f3 estanca, amb tancament mitjan\'e7ant clau.\par Cada element ha de portar les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada, distribu\'efdor i model\par - S\'edmbol d\'92identificaci\'f3 utilitzant el cat\'e0leg\par - N\'famero d\'92estacions o sectors\par - N\'famero de programes\paLVALX r - Cicle o interval de reg\par - Arrencada de bomba o v\'e0lvula mestra\par - Mem\'f2ria permanent (Piles)\par - Descripci\'f3 de la funci\'f3 dels automatismes\par PROGRAMADORS ELECTR\'d2NICS:\par Pot disposar de pantalla.\par L'alimentaci\'f3 del programador s'ha de fer amb un transformador intern o extern per a passar de la tensi\'f3 d'alimentaci\'f3 de la xarxa, a la tensi\'f3 d'alimentaci\'f3 de les electrov\'e0lvules (24 V cc).\par Ha de tenir com a m\'ednim les seg\'fcents prestacions:\par - N\'famero de programes: Doble programa A/B\par - Arrencada: 3 recs en l\'92interval programat\par - Temps de reg: 1 a 999 min per estaci\'f3\par - Cicle o interval de reg: 1/2 dia a 7 dies\par PROGRAMADORS AUT\'d2NOMS:\par Han d\'92estar equipats amb solenoide a impulsos.\par L\'92alimentaci\'f3 es produeix per piles o bateries amb una autonomia m\'ednima d\'92un any.\par Ha d'estar preparat per a admetre un comandament de programaci\'f3 via radio.\par Ha de tenir com a m\'ednim les seg\'fcents prestacions:\par - Estacions o sectors de reg: 2 com a m\'e0xim\par - Arrencament autom\'e0tic: 3 regs en l\'92interval programat\par - Temps de reg: 1 setmana a 24 h\par - Cicle o interval: 1/2 dia a 7 dies\par ELECTROV\'c0LVULES:\par Ha d'estar formada per:\par - Carcassa\par - Regulador de cabal\par - Sistema d\'92obertura manual directa\par - Solenoide\par - Filtre autonetejant\par Cada element ha de portar marcat de forma clara i indeleble les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada\par - Model\par - Codi del tipus de v\'e0lvula\par - Tipus de connexi\'f3 de la v\'e0lvula\par - Di\'e0metre de connexi\'f3 expressat en mm o polsades\par - Tipus d\'92 accionament\par - Pressions, m\'e0x. m\'edn. I de treball\par - Cabal m\'e0xim i m\'ednim expressat en m3/h\par - Material del que est\'e0 conformat\par Pot\'e8ncia expressada en W\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetat. Ha de portar la marca del fabricant i les i8 LVALH nstruccions de muntatge.\par Emmagatzematge: en el seu env\'e0s, en llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par ASPERSORS I MICROASPERSORS:\par *UNE 68073:1986 Material de riego. Difusores. Requisitos generales y m\'e9todos de ensayo.\par GOTEJADORS\par *UNE 68075:1986 Material de riego. Emisores. Requisitos y m\'e9todos de ensayo.\par PROGRAMADOR O ELECTROV\'c0LVULA:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALZ PuntGu@p Pu@` F@ \ "8@XO odH s as2Hx`(`(@\ @8X P rG @TO or2 8 or@xD @4 (@$ @ ts2@0 HfD,@ @_ Rexo@H gr@` 1@ T+8dProte  P8  ( @hh @d @ T @D @p 4 @$ @ @ @ @8 P  @_ ` 8 8 @ @ @ p ` x @ t @ p @l D@h @ X @ H @0 8 @H ( @ @  ` @O  @  p0P (  LVAL[ x  @p @ ` @ P @@ @ @ < 0 @8O x @X ( @p  @  @ @ @ @ @ @ @0 @H @`x @h  @hdO X @b @\ @T @P @H @@8 @( @$ h@ O !0@JD\*\R1*#2ad*\R1*#1c8$*\Rffff*0Y480c5197$*\Rffff*0]480c5197*\R1*#2ab*\R1*#f1*\R1*#2ac*\R1*#e8*\R1*#     3   3 0 @`  (5p  A  &J      "   ( 0  8H 2X p          8 $  8( @ (4Px  "   &e  LVAL\   ]h] B@h  !  B@~(o  ]]0 B@  ! % B@0    Tenim una cel.la editable ! !S]P ! %^. S]p ! ! %0.    !B@  !( !!(  !!(3lObjRange.MergeArea.PatternColorIndex = xlAutomatickk B@  !  B@@xop ]](]H`]x](  !  %0. A@ %0. A@  Tenim una cel.la editable   @ !X$f$D OBSERVACIONSS ! ! %0. A@ ! ! %0.L A@ko ]  !S !. !D!FS ( !' !''  !0 !  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Library *\G{2D0AA7C5-81AC-4D6D-BA22-67880F4623BE}#2.0#0#C:\DOCUME~1\IBeltran\CONFIG~1\Temp\VBE\MSForms.exd#Micros*LVAL$$BBPart reformada mampara administraci 1.000 0.080 2.100 0.168 C#*D#*E#*F# 1.000 2.460 2.100 5.166 C#*D#*E#*F# 1.000 3.260 2.100 6.846 C#*D#*E#*F# 1.000 0.080 2.100 0.168 C#*D#*E#*F# 1.000 0.760 2.100 1.596 C#*D#*E#*F# 1.000 2.400 2.100 5.040 C#*D#*E#*F# 1.000 0.080 2.100 0.168 C#*D#*E#*F# 1.000 2.400 2.100 5.040 C#*D#*E#*F# 1.000 2.400 2.100 5.040 C#*D#*E#*F# 1.000 2.400 2.100 5.040 C#*D#*E#*F# 1.000 0.080 2.460 0.197 C#*D#*E#*F# 1.000 0.080 2.460 0.000 0.000 C#*D#*E#*F# 1.000 0.080 3.260 0.261 C#*D#*E#*F# encerclat de finestres existents zona de treball 4.000 2.0Part reformada finestres de dels serveis homes 3 .55 1.15 1.8975 C#*D#*E#*F# finestres de serPart reformada finestres de dels serveis homes 3 .55 1.15 1.8975 C#*D#*E#*F# finestres de servei adaptat 2 .55 1.15 1.265 C#*D#*E#*F# finestres pasa servei adattat 2 .55 1.15 1.265 C#*D#*E#*F# Part reformada mampara administraci 1.000 0.080 2.100 0.168 C#*D#*E#*F# 1.000 2.460 2.100 5.166 C#*D#*E#*F# 1.000 3.260 2.100 6.846 C#*D#*E#*F# 1.000 0.080 2.100 0.168 C#*D#*E#*F# 1.000 0.760 2.100 1.596 C#*D#*E#*F# 1.000 2.400 2.100 5.040 C#*D#*E#*F# 1.000 0.080 2.100 0.168 C#*D#*E#*F# 1.000 2.400 2.100 5.040 C#*D#*E#*F# 1.000 2.400 2.100 5.040 C#*D#*E#*F# 1.000 2.400 2.100 5.040 C#*D#*E#*F# 1.000 0.080 2.460 0.197 C#*D#*E#*F# 1.000 0.080 2.460 0.000 0.000 C#*D#*E#*F# 1.000 0.080 3.260 0.261 C#*D#*E#*F# encerclat de finestres existents zona de treball 4.000 2.000 1.900 0.120 1.824 C#*D#*E#*F# 4.000 1.000 1.950 0.120 0.936 C#*D#*E#*F# 4.000 2.000 1.900 0.120 1.824 C#*D#*E#*F# 4.000 1.000 1.750 0.120 0.840 C#*D#*E#*F# 3.000 2.000 1.550 0.120 1.116 C#*D#*E#*F# 3.Exterior afectat ampliaci Per canal de drenatge 1 10.2 .4 .25 1.02 C#*D#*E#*F# 1 6.7 .4 .25 .67 C#*D#*E#*F# Per canal de drenatge 1 10.2 .4 .25 1.02 C#*D#*E#*F# 1 6.7 .4 .25 .67 C#*D#*E#*F# 1 3.55 .4 .25 .355 C#*D#*E#*F# Per sabata muret costat est 1 7 .6 .55 2.31 C#*D#*E#*F# Exterior afectat ampliaci 1 1.75 15.8 .15 4.1475 C#*D#*E#*F# 1 1 14.8 .15 2.22 C#*D#*E#*F# .5 5 14.8 .15 5.55 C#*D#*E#*F# 1 1.5 8 .15 1.8 C#*D#*E#*F# Part vorera costat est 1 .8 3 .15 .36 C#*D#*E#*F# Part reformada finestres de dels serveis homes 3 .55 1.15 1.8975 C#*D#*E#*F# finestres de servei adaptat 2 .55 1.15 1.265 C#*D#*E#*F# finestres pasa servei adattat 2 .55 1.15 1.265 C#*D#*E#*F# LVALh oft Forms 2.0 Object Library.E & .`RM *\G{2DF8D04C-5BFA-101B-BDE5-00AA0044DE52}#2.3#0#C:\ARCHIVOS DE PROGRAMA\MICROSOFT OFFICE\OFFICE\MSO97.DLL#Microsoft Office 8.0 Object Library   JD\  A Hoja20Z480c5197 Hoja2AHxThisWorkbook0X480c5197QThisWorkbook x Hoja30_480c519a  Hoja3 Hx0FrmSeleccio0^480c5197KFrmSeleccio : HqPunt0W480c5197Punt+`FModCeldas0[480c5197ModCeldasJxModGrafica0T480c5197ModGrafica4 Valor0]480c5197 Valorl(N Punts0V480c51977 PuntsV{`-Regresio0U480c5197RegresioT*-ModProteccio0Y480c5197ModProteccio xY!`LVAL $f {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Equips electr\'f2nics per a transmissi\'f3 de dades, col\'b7locats.\par S\'92han contemplat les partides d\'92obra seg\'fcents:\par - Switch col\'b7locat en armari rack de 19\'94\par - Hub col\'b7locat en armari rack de 19\'94\par - Router col\'b7locat en armari rack de 19\'94\par - Targeta de xarxa amb adaptador RJ45 amb bus de connexi\'f3 PCI, col\'b7locada a l\'92interior del PC\par - Targeta de xarxa amb adaptador FO SC, amb bus de connexi\'f3 PCI col\'b7locada a l\'92interior del PC\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par En elements col\'b7locats dins de l\'92armari rack de 19\'94:\par - Col\'b7locaci\'f3 dins de l\'92armari\par - Execuci\'f3 de les connexions el\'e8ctriques\par - Prova de funcionament\par - Retirada de l\'92obra de les restes d\'92embalatges\par En elements col\'b7locats a l\'92interior del PC:\par - Retirada de la carcassa del PC\par - Col\'b7locaci\'f3 de la targeta en la ranura de connexi\'f3\par - Comprovaci\'f3 del funcionament\par - Tancat de la carcassa del PC\par - Retirada de l\'92obra de les restes d\'92embalatges\par ELEMENTS COL\'b7LOCATS DINS DE L\'92ARMARI RACK DE 19\'94:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Ha de quedar fixat s\'f2lidament a l\'92armari pels punts previstos a la documentaci\'f3 t\'e8cnica del fabricant i amb el sistema de fixaci\'f3 disposat pel fabricant. No s\'92han de transmetre esfor\'e7os entre el plaf\'f3 i l\'92armari.\par Tots els materials que intervenen en la instal\'b7laci\'fLVALg 3 han de ser compatibles entre si. Per aquest motiu, el muntatge i les connexions dels mecanismes han d'estar fets amb els materials i accessoris subministrats pel fabricant, o expressament aprovats per aquest.\par L\'92element ha de quedar connectat a la xarxa d\'92alimentaci\'f3 el\'e8ctrica i en condicions de funcionament.\par Els terminals de connexi\'f3 de dades de la part frontal han de quedar accessibles.\par La porta de l\'92armari ha de poder obrir i tancar correctament, fins i tot quan hi hagi connectats els cables de la instal\'b7laci\'f3 de dades.\par En les instal\'b7lacions amb cables met\'e0l\'b7lics apantallats, l\'92apantallament no es pot perdre en el connector, per tant, la pantalla del cable s\'92ha de connectar amb la pantalla del propi connector.\par En les instal\'b7lacions amb cables de fibra \'f2ptica, la qualitat i caracter\'edstiques del senyal \'f2ptic no poden alterar-se en el punt de connexi\'f3 entre la fibra i el connector.\par Aix\'ed mateix, no es pot perdre la qualitat i les caracter\'edstiques del senyal \'f2ptic per radis de curvatura excessivament petits en el tra\'e7at del cable de fibra \'f2ptica.\par La prova de servei ha d\'92estar feta.\par ELEMENTS COL\'b7LOCATS A L\'92INTERIOR DEL PC:\par La targeta de xarxa ha de quedar introdu\'efda a dintre de la ranura de connexi\'f3 del PC.\par Els connectors de dades de la targeta han de ser accessibles.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par Les connexions dels cables amb els connectors s'han de fer amb l'utillatge adequat.\par Les connexions s'han de fer seguint les instruccions de la documentaci\'f3 t\'e8cnica del fabricant.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques dels elements.\par S'ha de comprovar que les caracter\'edstiques t\'e8cniques dels elements corresponen a les esLVALpecificades al projecte.\par Un cop col\'b7locat el connector, es procedir\'e0 a la retirada de l'obra de tots els elements sobrants com ara embalatges, retalls de cables, etc.\par ELEMENTS COL\'b7LOCATS A L\'92INTERIOR DEL PC:\par Les targetes s\'92han d\'92introduir a la ranura de connexi\'f3 pressionant de manera uniforme.\par No s\'92ha de deformar la targeta que suporta la ranura de connexi\'f3 en el moment d\'92introduir la targeta, per tal de no malmetre el circuit impr\'e8s ni cap component electr\'f2nic.\par No s\'92han de tocar amb els dits els contactes el\'e8ctrics de la targeta.\par La targeta s\'92ha de fixar a la carcassa del PC.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat necess\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par *UNE-EN 50173:1997 Tecnolog\'edas de la informaci\'f3n. Sistemas de cableado gen\'e9ricos.\par *UNE-EN 50173/A1:2000 Tecnolog\'edas de la informaci\'f3n. Sistemas de cableado gen\'e9ricos.\par *EN 50173-1:2002 Information Technology. Generic cabling systems, Part 1: General requirements and office areas.\par\pard\par }LVALi @mBlK! ";JB AW\GP +J9 j{n'BCk3fNa-OH>E!  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Punts=0, 0, 0, 0, C Regresio=0, 0, 0, 0, C Valor=22, 29, 555, 343, C ModProteccio=66, 87, 599, 401, C & xOh +'0@HX l x  SummaryInformation(1DocumentSummaryInformation8hCompObjmCarles IBeltran@  @ `R@ <Z8S.  +,08 PXh px  ITeC 0110 0110 (2)'0110'!rea_de_impresin'0110 (2)'!rea_de_impresin Hojas de clculoRangos con nombre F!Microsoft Office Excel WorksheetBiff8Excel.Sheet.89qLVAL0u <ITeC.Encarrec xmlns="ITeC"><ITeC.Cell row="1" col="1" sheet="1"><ITeC.Id xmlns="" ITeC.type="NUM_ASSAIG" ITeC.DEF_ID="NUM_ASSAIG" ITeC.ASS_REF=""/></ITeC.Cell><ITeC.Cell row="1" col="3" sheet="1"><ITeC.Id xmlns="" ITeC.type="SERIE_ASSAIG" ITeC.SIS_ID="2" ITeC.ASS_REF=""/></ITeC.Cell><ITeC.Cell row="3" col="4" sheet="1"><ITeC.Id xmlns="" ITeC.type="PROPIETAT" ITeC.DEF_ID="PROPIETAT"/></ITeC.Cell><ITeC.Cell row="4" col="24" sheet="1"><ITeC.Id xmlns="" ITeC.type="VALIDAT_LABORATORI" ITeC.DEF_ID="VALIDAT_LABORATORI" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="5" col="24" sheet="1"><ITeC.Id xmlns="" ITeC.type="ANULAT_LABORATORI" ITeC.DEF_ID="ANULAT_LABORATORI" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="4" col="9" sheet="1"><ITeC.Id xmlns="" ITeC.type="DO" ITeC.DEF_ID="DO"/></ITeC.Cell><ITeC.Cell row="5" col="9" sheet="1"><ITeC.Id xmlns="" ITeC.type="CONTRACTISTA" ITeC.DEF_ID="CONTRACTISTA"/></ITeC.Cell><ITeC.Cell row="4" col="17" sheet="1"><ITeC.Id xmlns="" ITeC.type="SERIE_REPETICIO" ITeC.DEF_ID="SERIE_REPETICIO"/></ITeC.Cell><ITeC.Cell row="5" col="17" sheet="1"><ITeC.Id xmlns="" ITeC.type="SERIE_CONTRAST" ITeC.DEF_ID="SERIE_CONTRAST"/></ITeC.Cell><ITeC.Cell row="6" col="9" sheet="1"><ITeC.Id xmlns="" ITeC.type="LABORATORI" ITeC.DEF_ID="LABORATORI"/></ITeC.Cell><ITeC.Cell row="7" col="9" sheet="1"><ITeC.Id xmlns="" ITeC.type="OBRA" ITeC.DEF_ID="OBRA"/></ITeC.Cell><ITeC.Cell row="8" col="24" sheet="1"><ITeC.Id xmlns="" ITeC.type="AUTOCONTROL" ITeC.DEF_ID="AUTOCONTROL"/></ITeC.Cell><ITeC.Cell row="9" col="24" sheet="1"><ITeC.Id xmlns="" 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contemplat els seg\'fcents tipus d\'92elements:\par - Plafons amb connectors del tipus RJ45 integrats\par - Plafons per a connexions telef\'f2niques amb connectors del tipus 110\par - Plafons amb connectors de fibra \'f2ptica del tipus SC\par - Caixa per a unions de cables de fibra \'f2ptica\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de l\'92element a l\'92interior de l\'92armari\par - Fixaci\'f3 a l\'92armari\par - Execuci\'f3 de les connexions\par - Prova de servei\par - Retirada de l'obra de les restes d'embalatges, retalls de cables, etc.\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Ha de quedar fixat s\'f2lidament a l\'92armari pels punts previstos a la documentaci\'f3 t\'e8cnica del fabricant i amb el sistema de fixaci\'f3 disposat pel fabricant. No s\'92han de transmetre esfor\'e7os entre el plaf\'f3 i l\'92armari.\par Tots els materials que intervenen en la instal\'b7laci\'f3 han de ser compatibles entre si. Per aquest motiu, el muntatge i les connexions dels equips han d\'92estar fets amb els materials i accessoris subministrats pel fabricant, o expressament aprovats per aquest.\par Les connexions han d'estar fetes.\par No s\'92han de transmetre esfor\'e7os entre la connexi\'f3 i el mecanisme.\par La prova de servei ha d\'92estar feta.\par CONNECTORS DE 8 VIES PER A CABLES AMB CONDUCTORS MET\'c0L\'b7LICS:\par L'apantallament de LVALs la instal\'b7laci\'f3 no es pot perdre en el connector , per tant, la pantalla del cable s'ha de connectar amb la pantalla del propi connector.\par CONNECTORS PER A CABLES DE FIBRA \'d2PTICA:\par La qualitat i caracter\'edstica del senyal \'f2ptic no poden alterar-se en el punt de connexi\'f3 entre la fibra i el connector.\par Aix\'ed mateix, no es pot perdre la qualitat i les caracter\'edstiques del senyal \'f2ptic per radis de curvatura excessivament petits en el tra\'e7at del cable de fibra \'f2ptica.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par El muntatge s\'92ha de fer seguint les instruccions de la documentaci\'f3 t\'e8cnica del fabricant. S\'92ha de seguir la seq\'fc\'e8ncia de muntatge proposada pel fabricant.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par S\'92ha de comprovar que les caracter\'edstiques t\'e8cniques de l\'92element corresponen a les especificades al projecte.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques de l'element.\par Un cop instal\'b7lat l'equip, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants com ara embalatges, retalls de tubs, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par *UNE-EN 50173:1997 Tecnolog\'edas de la informaci\'f3n. Sistemas de cableado gen\'e9ricos.\par *UNE-EN 50173/A1:2000 Tecnolog\'edas de la informaci\'f3n. Sistemas de cableado gen\'e9ricos.\par *EN 50173-1:2002 Information Technology. Generic cabling systems, Part 1: General requirements and office areas.\par CONNECTORS DE 8 VIES PER A CABLES AMB CONDUCTORS MET\'c0L\'b7LICS:\par *UNE-EN 60603-7:1999 Conectores para frecuencias inferiores a 3 MHz para uso con tarjetas impresas. Parte 7: Especificaci\'f3n particular para conectoR LVALb res de 8 v\'edas, incluyendo los conectores fijos y libres con caracter\'edsticas de acoplamiento comunes, con garant\'eda de calidad.\par *EN 60603-7-1:2002 Conectores para equipos electr\'f3nicos. Parte 7-1: Especificaci\'f3n particular de conectores de 8 v\'edas, blindados, libres y fijos con caracter\'edsticas de acoplamiento comunes, de calidad evaluada. (Ratificada por AENOR en noviembre de 2002)\par *EN 60603-7-7:2002 Conectores para equipos electr\'f3nicos. Parte 7-7: Especificaci\'f3n particular para conectores de 8 v\'edas, blindados, libres y fijos para la transmisi\'f3n de datos con frecuencia de hasta 600 MHz (Categor\'eda 7, Blindados). (Ratificada por AENOR en noviembre de 2002)\par\pard\par }+@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@J68<`666J68<`666J68<`666[J68<`666[J68<`666awJ68<`666J68<`666~J68<`666~J68<`666~pJ68<`666J68<`666QXJ68<`666Q`J68<`666 J68<`666 FJ68<`666 IJ68<`666 MJ68<`666 QJ68<`666 SJ68<`666 ZJ68<`666 \J68<`666 : J68<`666 :J68<`666 :J68<`666 :3J68<`666 :KJ68<`666 PJ68<`666 ]J68<`666 ]J68<`666 ]J68<`666 ]!J68<`666 ]&J68<`666 ](J68<`666 ]BJ68<`666 ]MJ68<`666  J68<`666 J68<`666 J68<`666 J68<`666 7J68<`666 ;J68<`666 @J68<`666 CJ68<`666 EJ68<`666 IJ68<`666 MJ68<`666 J68<`666 J68<`666 J68<`666 J68<`666 J68<`666 J68<`666 !J68<`666 nJ68<`666 J68<`666\8J68<`666\:J68<`666\?J68<`666\AJ68<`666\DJ68<`666\HJ68<`666\IJ68<`666\lJ68<`666\J68<`666\J68<`666\J68<`6HH ]"J68<`6HH ]EJ68<`6HH ]HJ68<`6HH NJ68<f666 J68<f666 J68>6666J68>6666J68>6666J68>6666J68>6666J68>6666!J68>6666"J68>6666A J68>6666AJ68>6666A!J68>6666A2J68>6666A:J68>6666ADJ68>6666 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de treball 1 3.6 1.8 6.48 C#*D#*E#*F# 1 3.6 1.8 6.48 C#*D#*E#*F# zona informtica 2 3 5.45 32.7 C#*D#*E#*F# Part reformada Part ampliaci zona de treball 1 3.6 1.8 6.48 C#*D#*E#*F# 1 3.6 1.8 6.48 C#*D#*E#*F# zona informtica 2 3 5.45 32.7 C#*D#*E#*F# Part reformada zona de treball 3 Part ampliaci zona de treball 1 3.6 1.8 6.48 C#*D#*E#*F# 1 3.6 1.8 6.48 C#*D#*E#*F# zona informtica 2 3 5.45 32.7 C#*D#*E#*F# Part reformada zona de treball 3 3 8.4 75.6 C#*D#*E#*F# 1 2.4 8.4 20.16 C#*D#*E#*F# aula de formaci 1 4.2 6.2 26.04 C#*D#*E#*F# espai de silenci 1 9 4.2 37.8 C#*D#*E#*F# Esponjament 35% De l'obra excavaci EPart ampliaci zona de treball 1 3.6 1.8 6.48 C#*D#*E#*F# 1 3.6 1.8 6.48 C#*D#*E#*F# zona informtica 2 3 5.45 32.7 C#*D#*E#*F# Part reformada zona de treball 3 3 8.4 75.6 C#*D#*E#*F# 1 2.4 8.4 20.16 C#*D#*E#*F# aula de formaci 1 4.2 6.2 26.04 C#*D#*E#*F# espai de silenci 1 9 4.2 37.8 C#*D#*E#*F# Esponjament 35% De l'obra excavaci E2211022 1.000 158.000 0.150 1.350 31.995 C#*D#*E#*F# E2212872 1.000 81.338 1.000 1.350 109.806 C#*D#*E#*F# E2221852 1.000 21.889 1.000 1.350 29.550 C#*D#*E#*F# E222B853-E2251772 1.000 4.992 1.000 1.350 6.739 C#*D#*E#*F# De l'urbanitzaci E2221852 1.000 4.355 1.000 1.350 5.879 C#*D#*E#*F# E222B853-E2251772 1.000 9.569 1.000 1.350 12.918 C#*D#*E#*F# FR2G3A81 1.000 1.000 1.000 1.350 1.350 C#*D#*E#*F# Parts amb paret 1 19.7 .8 15.76 C#*D#*E#*F# 1 9.7 .8 7.76 C#*D#*E#*F# 1 4.8 .8 3.84 C#*D#*E#*F# Parts amb vidrieres 1 4 .5 2 C#*D#*E#*F# 1 10.3 .5 5.15 C#*D#*E#*F# 1 7 1.2 8.4 C#*D#*E#*F# Esponjament 35% De l'obra excavaci E2211022 1 158 .15 1.35 31.995 C#*D#*E#*F# E2212872 1 81.338 1 1.35 109.8063 C#*D#*E#*F# E2221852 1 21.889 1 1.35 29.55015 C#*D#*E#*F# E222B853-E2251772 1 4.992 1 1.35 6.7392 C#*D#*E#*F# De l'urbanitzaci E2221852 1 4.355 1 1.35 5.87925 C#*D#*E#*F# E222B853-E2251772 1 9.569 1 1.35 12.91815 C#*D#*E#*F# FR2G3A81 1 1 1 1.35 1.35 C#*D#*E#*F# Lloses edifici reformat llosa entrada 1 1 .5 .5 C#*D#*E#*F# 1 .2 3.1 .62 C#*D#*E#*F# 1 3 .6 1.8 C#*D#*E#*F# llosa porxo 1 3.2 10 32 C#*D#*E#*F# .5 9 3.2 14.4 C#*D#*E#*F# 1 1.6 2.5 4 C#*D#*E#*F# LVALڲy {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Pe\'e7a prefabricada feta amb ciment, granulats i eventualment amb colorants, per a pavimentaci\'f3.\par S'han considerat les peces seg\'fcents:\par - Panot gris per a voreres\par - Panot de color amb tacs per a pas de vianants\par CARACTER\'cdSTIQUES GENERALS:\par La pe\'e7a ha de tenir un color i una textura uniformes a tota la superf\'edcie.\par La cara vista no ha de tenir esquerdes, escantonaments ni altres defectes.\par Les cares horitzontals han de ser planes i paral.leles.\par El cantells de la cara vista han de ser bisellats o arrodonits.\par No han de ser visibles els granulats del morter en la capa vista.\par La textura i el color no han de presentar difer\'e8ncies significatives respecte de qualsevol mostra facilitada pel fabricant i aprovada pel comprador.\par Les peces poden ser monocapa, amb un sols tipus de formig\'f3, o bicapa, amb diferents tipus en la seva estructura principal i en la seva capa superficial.\par En el cas de peces bicapa, no ha d\'92existir separaci\'f3 entre les dues capes.\par En les peces de color, pot estar acolorida la capa superficial o tota la pe\'e7a.\par La forma d'expressi\'f3 de les mesures sempre ha de ser: Llarg\'e0ria x ampl\'e0ria x gruix.\par Llarg\'e0ria: <= 1 m\par Relaci\'f3 entre la llarg\'e0ria total i el gruix: > 4\par Gruix de la capa vista: >= 4 mm\par Les caracter\'edstiques dimensionals, f\'edsiques i mec\'e0niques han de complir les especificacions de la norma UNE-EN 1339 i s'han de determinar segons aquesta norma.\par Toler\'e0ncies:\par - Desviaci\'f3 de la llarg\'e0ria respecte de lLVAL} a llarg\'e0ria nominal:\par - Classe 1 (marcat N): \'b1 5 mm\par - Classe 2 (marcat P):\par - Dimensions nominals de la pe\'e7a <= 600 mm: \'b1 2 mm\par - Dimensions nominals de la pe\'e7a > 600 mm: \'b1 3 mm\par - Classe 3 (marcat R): \'b1 2 mm\par - Desviaci\'f3 de la ampl\'e0ria respecte de la ampl\'e0ria nominal:\par - Classe 1 (marcat N): \'b1 5 mm\par - Classe 2 (marcat P):\par - Dimensions nominals de la pe\'e7a <= 600 mm: \'b1 2 mm\par - Dimensions nominals de la pe\'e7a > 600 mm: \'b1 3 mm\par - Classe 3 (marcat R): \'b1 2 mm\par - Desviaci\'f3 del gruix respecte del gruix nominal:\par - Classe 1 (marcat N): \'b1 3 mm\par - Classe 2 (marcat P):\par - Dimensions nominals de la pe\'e7a <= 600 mm: \'b1 3 mm\par - Dimensions nominals de la pe\'e7a > 600 mm: \'b1 3 mm\par - Classe 3 (marcat R): \'b1 2 mm\par - Difer\'e8ncia entre dues mesures de llarg\'e0ria, ampl\'e0ria i gruix d\'92una mateixa pe\'e7a: <= 3 mm\par - Difer\'e8ncia m\'e0xima entre la llarg\'e0ria de dues diagonals (peces amb diagonals superiors a 300 mm):\par - Classe 1 (marcat J):\par - Llarg\'e0ria <= 850 mm: 5 mm\par - Llarg\'e0ria > 850 mm: 8 mm\par - Classe 2 (marcat K):\par - Llarg\'e0ria <= 850 mm: 3 mm\par - Llarg\'e0ria > 850 mm: 6 mm\par - Classe 3 (marcat L):\par - Llarg\'e0ria <= 850 mm: 2 mm\par - Llarg\'e0ria > 850 mm: 4 mm\par - Desviaci\'f3 m\'e0xima sobre la planor i curvatura de la cara vista plana (peces de dimensi\'f3 m\'e0xima superior a 300 mm):\par - Dispositiu de mesura de 300 mm de llarg\'e0ria:\par - Convexitat m\'e0xima: 1,5 mm\par - Concavitat m\'e0xima: 1 mm\par - Dispositiu de mesura de 400 mm de llarg\'e0ria:\par - Convexitat m\'e0xima: 2 mm\par - Concavitat m\'e0xima: 1,5 mm\par - Dispositiu de mesura de 500 mm de llarg\'e0ria:\par - ConvexitLVAL۹${ {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Connectors fixes per a instal\'b7lacions de comunicacions, col\'b7locats encastats en caixes de mecanismes.\par S'han contemplat els tipus de connectors seg\'fcents:\par - Connectors de 8 vies per a cables amb conductors met\'e0l\'b7lics, amb o sense pantalla\par - Connectors per a cables de fibra \'f2ptica del tipus ST\par - Connectors per a cables de fibra \'f2ptica del tipus SC\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de la unitat d\'92obra\par - Preparaci\'f3 de l'extrem del cable\par - Execuci\'f3 de la connexi\'f3\par - Fixaci\'f3 a la caixa amb ajut de l'adaptador\par - Prova de funcionament\par - Retirada de l'obra de les restes d'embalatges, retalls de cables, etc.\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par El connector ha de quedar fixat s\'f2lidament a la caixa de mecanismes.\par Tots els materials que intervenen en la instal\'b7laci\'f3 han de ser compatibles entre s\'ed.\par Les connexions han d'estar fetes.\par No s'han de transmetre esfor\'e7os entre la connexi\'f3 i el mecanisme. Per aquest motiu, el cable ha d'anar folgat a dintre de la caixa de mecanismes.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 20 mm\par - Aplomat: \'b1 2%\par CONNECTORS DE 8 VIES PER A CABLES AMB CONDUCTORS MET\'c0L\'b7LICS:\par En les instal\'b7lacions fetes amb cables apantallats, els connectors tamb\'e9 han de ser del tipus apantallat, amb pantalla de 360\'ba al voltant del connector.\par L'apanLVAL| tallament de la instal\'b7laci\'f3 no es pot perdre en el connector , per tant, la pantalla del cable s'ha de connectar amb la pantalla del propi connector.\par CONNECTORS PER A CABLES DE FIBRA \'d2PTICA:\par La qualitat i caracter\'edstica del senyal \'f2ptic no poden alterar-se en el punt de connexi\'f3 entre la fibra i el connector.\par Aix\'ed mateix, no es pot perdre la qualitat i les caracter\'edstiques del senyal \'f2ptic per radis de curvatura excessivament petits en el tra\'e7at del cable de fibra \'f2ptica.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par Les connexions dels cables amb els connectors s'han de fer amb l'utillatge adequat.\par Les connexions s'han de fer seguint les instruccions de la documentaci\'f3 t\'e8cnica del fabricant.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques dels elements.\par S'ha de comprovar que les caracter\'edstiques t\'e8cniques dels elements corresponen a les especificades al projecte.\par Un cop col\'b7locat el connector, es procedir\'e0 a la retirada de l'obra de tots els elements sobrants com ara embalatges, retalls de cables, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat necess\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par *UNE-EN 50173:1997 Tecnolog\'edas de la informaci\'f3n. Sistemas de cableado gen\'e9ricos.\par *UNE-EN 50173/A1:2000 Tecnolog\'edas de la informaci\'f3n. Sistemas de cableado gen\'e9ricos.\par *EN 50173-1:2002 Information Technology. Generic cabling systems, Part 1: General requirements and office areas.\par CONNECTORS DE 8 VIES PER A CABLES AMB CONDUCTORS MET\'c0L\'b7LICS:\par *UNE-EN 60603-7:1999 Conectores para frecuencias inferiores a 3 MHz para uso con tarjetas impresas. Parte 7: Especificaci\' LVAL, f3n particular para conectores de 8 v\'edas, incluyendo los conectores fijos y libres con caracter\'edsticas de acoplamiento comunes, con garant\'eda de calidad.\par *EN 60603-7-1:2002 Conectores para equipos electr\'f3nicos. Parte 7-1: Especificaci\'f3n particular de conectores de 8 v\'edas, blindados, libres y fijos con caracter\'edsticas de acoplamiento comunes, de calidad evaluada. (Ratificada por AENOR en noviembre de 2002)\par *EN 60603-7-7:2002 Conectores para equipos electr\'f3nicos. Parte 7-7: Especificaci\'f3n particular para conectores de 8 v\'edas, blindados, libres y fijos para la transmisi\'f3n de datos con frecuencia de hasta 600 MHz (Categor\'eda 7, Blindados). (Ratificada por AENOR en noviembre de 2002)\par\pard\par }LVAL~ at m\'e0xima: 2,5 mm\par - Concavitat m\'e0xima: 1,5 mm\par - Dispositiu de mesura de 800 mm de llarg\'e0ria:\par - Convexitat m\'e0xima: 4 mm\par - Concavitat m\'e0xima: 2,5 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetats sobre palets.\par A l\'92albar\'e0 de lliurament, hi ha de constar la seg\'fcent informaci\'f3 com a m\'ednim:\par - Identificaci\'f3 del fabricant o la f\'e0brica\par - Data en que el producte \'e9s declarat apte per a l\'92\'fas en el cas de que es lliure amb anterioritat a la mencionada data\par - Identificaci\'f3 del producte segons la classificaci\'f3 de la norma UNE-EN 1339 i els valors declarats pel fabricant:\par - Dimensions nominals\par - Resist\'e8ncia clim\'e0tica\par - Resist\'e8ncia a flexi\'f3\par - Resist\'e8ncia al desgast per abrasi\'f3\par - Resist\'e8ncia al lliscament/patinatge\par - C\'e0rrega de trencament\par - Comportament davant el foc\par - Refer\'e8ncia a la norma UNE-EN 1339\par - Identificaci\'f3 del producte\par - Marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 1328/1995 de 28 de juliol. El s\'edmbol normalitzat CE s\'92ha d\'92acompanyar de la seg\'fcent informaci\'f3:\par - Nom o marca identificativa del fabricant\par - Direcci\'f3 registrada del fabricant\par - Les 2 \'faltimes xifres de l\'92any d\'92impressi\'f3 del marcatge\par - Refer\'e8ncia a la norma EN 1339\par - El tipus de producte i l\'92\'fas o usos previstos\par - Informaci\'f3 sobre les caracter\'edstiques/mandats a declarar\par Per als productes destinats a \'e0rees exteriors de circulaci\'f3 de vianants i vehicles, incloses les zones delimitades per als transports p\'fablics, ha de constar a m\'e9s:\par - Resist\'e8ncia al trencament\par - Resist\'e8ncia al patinat/lliscament\par - Durabilitat\par Per als productes destinats a paviments d\'92\'fas interior:\par - LVALReacci\'f3 al foc\par - Resist\'e8ncia a la ruptura\par - Resist\'e8ncia al patinat/lliscament\par - Durabilitat\par - Conductivitat t\'e8rmica (si procedeix)\par Els productes destinats a \'fas en cobertes:\par - Comportament davant del foc extern:es considera satisfactori\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par Emmagatzematge: En llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 1339:2004 Baldosas prefabricadas de hormig\'f3n. Especificaciones y m\'e9todos de ensayo.\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Mescla de sorra, ciment i eventualment cal\'e7, sense aigua, per a formar un morter al afegir-li l'aigua una vegada est\'e8s.\par CARACTER\'cdSTIQUES GENERALS:\par Les caracter\'ed{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Mescla de sorra, ciment i eventualment cal\'e7, sense aigua, per a formar un morter al afegir-li l'aigua una vegada est\'e8s.\par CARACTER\'cdSTIQUES GENERALS:\par Les caracter\'edstiques de la mescla (granulometria, etc.), han de ser les especificades al projecte o les fixades per la DF.\par Ha d'estar mesclada de forma que s'obtingui una mescla homog\'e8nia i sense segregacions.\par\par 2.- CONDICIONS D'EXECUCI\'d3 I D'UTILITZACI\'d3\par\par La mescla s'ha de fer immediatament abans de la utilitzaci\'f3 per tal d'evitar emmagatzematges.\par La mescladora ha d'estar neta abans de l'elaboraci\'f3 de la mescla.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum necessari elaborat a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALų {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Formaci\'f3 de paviments de panot.\par S'han considerat els casos seg\'fcents:\par - Paviments de panot col\'b7locats a l'estesa amb sorra-ciment, amb o sense suport de 3 cm de sorra\par - Paviments de panot col\'b7locats a truc de maceta amb morter, amb o sense suport de 3 cm de sorra\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par En la col\'b7locaci\'f3 a l'estesa amb sorra-ciment:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de la capa de sorra, en el seu cas\par - Col\'b7locaci\'f3 de la sorra-ciment\par - Col\'b7locaci\'f3 de les peces de panot\par - Humectaci\'f3 de la superf\'edcie\par - Confecci\'f3 i col\'b7locaci\'f3 de la beurada\par En la col\'b7locaci\'f3 a truc de maceta amb morter:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de la capa de sorra, en el seu cas\par - Col\'b7locaci\'f3 de la capa de morter\par - Humectaci\'f3 de les peces per col\'b7locar\par - Col\'b7locaci\'f3 de les peces\par - Humectaci\'f3 de la superf\'edcie\par - Confecci\'f3 i col\'b7locaci\'f3 de la beurada\par CONDICIONS GENERALS:\par El paviment ha de formar una superf\'edcie plana, uniforme i s'ha d'ajustar a les alineacions i a les rasants previstes.\par En el paviment no hi ha d'haver peces escantonades, taques ni d'altres defectes superf\'edcials.\par Les peces han d'estar col\'b7locades a tocar i alineades.\par Els acords del paviment han de quedar fets contra les voreres o els murets.\par Ha de tenir junts lateralsLVAL de contracci\'f3 cada 25 m2, de 2 cm de gruix, segellats amb sorra. Aquests junts han d'estar el m\'e9s aprop possible dels junts de contracci\'f3 de la base.\par Els junts que no siguin de contracci\'f3 han de quedar plens de beurada de ciment p\'f2rtland.\par Excepte en les zones classificades com d\'92\'fas restringit pel CTE no s\'92admetran les discontinu\'eftats seg\'fcents en el propi paviment ni en els encontres d\'92aquest amb altres elements:\par - Imperfeccions o irregularitats que suposin una difer\'e8ncia de nivell de m\'e9s de 6 mm\par - Els desnivells que no superin els 50 mm s\'92han de resoldre amb una pendent que no excedeixi del 25%\par - En les zones interiors de circulaci\'f3 de persones, no presentar\'e0 perforacions o forats pels que es pugui introduir una esfera de 15 mm de di\'e0metre\par Pendent transversal: >= 2%\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 10 mm\par - Planor: \'b1 4 mm/2 m\par - Rectitud dels junts: \'b1 3 mm/2 m\par - Replanteig: \'b1 10 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par S'han de col\'b7locar comen\'e7ant per les vorades o els murets.\par Una vegada col\'b7locades les peces s'ha d'estendre la beurada.\par No s'ha de trepitjar despr\'e9s d'haver-se abeurat, fins al cap de 24 h a l'estiu i 48 h a l'hivern.\par COL\'b7LOCACI\'d3 AMB MORTER I JUNTS REBLERTS AMB BEURADA:\par S'han de suspendre els treballs quan la temperatura sigui < 5\'b0C.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin l'aigua del morter.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie executada d'acord amb les especificacions de la DT, amb deducci\'f3 de la superf\'edcie corresponent a Obertures interiors, d'acord amb els criteris seg\'fcents:\par - Obertures d'1,5 m2 , com a m\'e0xim: No es dedueixen\par - Obertures de mes d'1,5 m2: Es dedueixen al 100%\par Aquests criteris inclouen l'acabament espec\'edfic dels acords a les vores, sense que comporti l'\'vLVALfas de materials diferents d'aquells que normalment conformen la unitat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL row="23" col="20" sheet="1"><ITeC.Id xmlns="" ITeC.type="MOSTRA" ITeC.GRA_ID="0110" ITeC.SIS_ID="1" ITeC.PRM_ID="RESIS1" ITeC.Tipus="N" ITeC.Editable="T"/></ITeC.Cell><ITeC.Cell row="24" col="20" sheet="1"><ITeC.Id xmlns="" ITeC.type="MOSTRA" ITeC.GRA_ID="0110" ITeC.SIS_ID="1" ITeC.PRM_ID="QUCIM1" ITeC.Tipus="N" ITeC.Editable="T"/></ITeC.Cell><ITeC.Cell row="25" col="20" sheet="1"><ITeC.Id xmlns="" ITeC.type="MOSTRA" ITeC.GRA_ID="0110" ITeC.SIS_ID="1" ITeC.PRM_ID="DEGCIM" ITeC.Tipus="A" ITeC.Editable="T"/></ITeC.Cell><ITeC.Cell row="26" col="20" sheet="1"><ITeC.Id xmlns="" ITeC.type="MOSTRA" ITeC.GRA_ID="0110" ITeC.SIS_ID="1" ITeC.PRM_ID="DEGADD" ITeC.Tipus="A" ITeC.Editable="T"/></ITeC.Cell><ITeC.Cell row="27" col="20" sheet="1"><ITeC.Id xmlns="" ITeC.type="MOSTRA" ITeC.GRA_ID="0110" ITeC.SIS_ID="1" ITeC.PRM_ID="CONS02" 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Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elaboraci\'f3 de pedres per a parets de ma\'e7oneria.\par S'han considerat els tipus seg\'fcents:\par - Pedres gran\'edtiques o calc\'e0ries carejades\par - Pedres gran\'edtiques o calc\'e0ries adobades\par - Carreus de pedra gran\'edtica o calc\'e0ria\par CARACTER\'cdSTIQUES GENERALS:\par Les pedres han d'estar netes de fang, guix i d'altres mat\'e8ries extranyes.\par No ha de tenir defectes a la seva estructura interna (esquerdes, forats, p\'e8ls, etc.).\par PEDRES CAREJADES:\par Ha de tenir la superf\'edcie de la cara vista i les arestes tallades. La cara vista ha de ser poligonal.\par PEDRES ADOBADES:\par Ha de tenir els paraments de recolzament i les arestes tallades per aconseguir superf\'edcies d'assentament planes.\par CARREU:\par Ha d'estar tallat en forma de paral\'b7lelep\'edpede, amb les cares planes i les arestes rectes.\par Les cares d'assentament han de ser paral\'b7leles.\par Les cares han d'estar acabades amb el cisell i les arestes amb el cisell ample.\par\par 2.- CONDICIONS D'EXECUCI\'d3 I D'UTILITZACI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d'elaboraci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum necessari elaborat a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }$HЅ ?  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CE86BUT1t param.vertical,xapa al__B0CUU2B6Tauler aglomerat DA,sense revestir,hidrfug,g=19mmx@,2m2B0CUU2B6ETVEN.3VEN.3 0?J@J@J@@esta viva a les re vores"__B0G19A05Pedra calcria nacional a tall de serra, preu alt, de 20 mm de gruix amb aresta viva a les quatre voi@ m2B0G19A05INVEN.3VEN.3MCC99999555555+'0?zGW@)\W@)\W@@@__D6111011Pedra recuperaci carejad. p/maon.,@ m3D6111011ECD6111011Banc_GISA_Rehabilitaci_2008_vVEN.3H>>"0?Hz3@Hz3@Hz3@Hz3@@__A0136000Ajudant picapedrerAjudant picapedrerhA0136000EMA0136000Banc_GISA_Rehabilitaci_2008_vVEN.3I?? 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Carejada\par - Adobada\par - Sense acabat\par - Carreu\par S'han considerat les formes de col\'b7locaci\'f3 seg\'fcents:\par - En sec\par - Amb morter\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Col\'b7locaci\'f3 de les mires en les cantonades i estesa del fil entre mires\par - Neteja i preparaci\'f3 del llit d'assentament\par - Col\'b7locaci\'f3 de les pedres\par - Rep\'e0s dels junts, en el seu cas, i neteja del parament\par CONDICIONS GENERALS:\par La paret ha d'estar aplomada.\par Ha de ser estable i resistent.\par No hi ha d'haver fissures.\par La paret ha d'estar travada en els acords amb altres parets.\par Les obertures han de portar una llinda resistent.\par Els sostres han d'enlla\'e7ar amb els murs mitjan\'e7ant cadenes de formig\'f3 armat.\par El color de la paret ha de tenir una tonalitat uniforme.\par No han de coincidir m\'e9s de tres pedres diferents en un v\'e8rtex.\par Els recolzaments puntuals d'elements estructurals han d'estar fets amb una sabata prou resistent i r\'edgida per distribuir uniformement les c\'e0rregues.\par Ha d\'92haver-hi els junts de dilataci\'f3 necessaris per tal de permetre els moviments de l\'92element sense que aquest quedi afectat en les seves prestacions. La forma, disposici\'f3 i dimensions dels junts han de complir l\'92especificat a la DT.\par Gruix dels junts: <= 3 cm\par Dist\'e0ncia entre junts de dilataci\'f3: <= 20 m\par Cavalcament del sostre LVAL a la paret: >= 2/3 gruix paret\par Toler\'e0ncies d'execuci\'f3:\par - Aplomat en una planta: \'b1 20 mm\par - Aplomat total: \'b1 50 mm\par - Axialitat: \'b1 20 mm\par - Gruix: \'b1 25 mm\par PEDRES COL\'b7LOCADES AMB MORTER:\par En l\'92execuci\'f3 de l\'92element s\'92han de complir les prescripcions establertes en l\'92article 3 de la norma DB-SE-F, en especial les que fan refer\'e8ncia a la durabilitat dels component: peces, morters i armadures, en el seu cas, en funci\'f3 de les classes d\'92exposici\'f3.\par Els junts han d'estar plens de morter.\par Les cantonades, brancals i traves han d'estar fetes amb carreus travats en les dues direccions alternativament.\par Gruix dels junts:\par - Morter ordinari o lleuger (UNE-EN 998-2): 8-15 mm\par - Morter de junt prim (UNE-EN 998-2): 1- 3 mm\par PARET DE PEDRA CAREJADA:\par Les pedres han de tenir les cares i les arestes vistes tallades. Les cares vistes han de ser poligonals.\par Els junts cal que quedin enrasats, si la DF no fixa cap altra condici\'f3.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Amb vent superior a 50 km/h s'han de suspendre els treballs i s'han d'assegurar les parts que s'han fet.\par S'ha de treballar a una temperatura ambient que oscil\'b7li entre els 5\'b0C i els 40\'b0C i s'ha de protegir l'obra que s'executa de l'acci\'f3 de les pluges.\par L'obra s'ha d'aixecar, si \'e9s possible, per filades senceres.\par La paret s'ha d'aixecar en tot el seu gruix alhora.\par Si l\'92obra s\'92ha d\'92aixecar en \'e8poques diferents, la travada s\'92ha de fer deixant la part executada, esglaonada, sempre que sigui possible, si no \'e9s aix\'ed, s\'92ha de fer deixant alternativament, filades entrants i sortints.\par Si les pedres no tenen la fond\'e0ria de la paret, aquesta s'ha de travar com a m\'ednim amb un 30% de les pedres, col\'b7locant-les de trav\'e9s.\par Cal estintolar provisionalment els elements que queden temporalment inestables, sotmesos a les accions del vent, de l\'92execuci\'f3LVAL de l\'92obra o d\'92altres.\par PEDRES COL\'b7LOCADES EN SEC:\par Les pedres s'han d'assentar sobre superf\'edcies horitzontals, sense morter. S'admet la col\'b7locaci\'f3 de falques de pedra a la part interior de la paret i l'utilitzaci\'f3 de fang.\par PEDRES COL\'b7LOCADES AMB MORTER:\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin ni cedeixin aigua al morter.\par Les peces s\'92han de col.locar refregant-les sobre un llit de morter, sempre que ho permeti la dimensi\'f3 de la pe\'e7a, fins que el morter sobresurti per els junts horitzontal i vertical.\par No es poden moure les peces una vegada col\'b7locades. Per corregir la posici\'f3 s'ha de treure la pe\'e7a i el morter i tornar-la a col\'b7locar.\par Cal protegir l\'92obra executada de les accions f\'edsiques o clim\'e0tiques fins que hagi assolit la resist\'e8ncia suficient.\par Quan s\'92interromp l\'92execuci\'f3, cal protegir el coronament dels murs per tal d\'92evitar l\'92acci\'f3 de l\'92aigua de pluja sobre els materials.\par Durant l\'92adormiment s\'92ha de mantenir l\'92humitat de l\'92element, principalment en condicions clim\'e0tiques desfavorables (temperatura alta, vent fort, etc.).\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m3 de volum amidat segons les especificacions de la DT\par Amb deducci\'f3 del volum corresponent a obertures, d'acord amb els criteris seg\'fcents:\par - Obertures <= 2,00 m2: No es dedueixen\par - Obertures > 2,00 m2 i <= 4,00 m2: Es dedueixen el 50%\par - Obertures > 4,00 m2: Es dedueixen el 100%\par Als forats que no es dedueixin, o que es dedueixin parcialment, l\'92amidament inclou la feina de fer els retorns, com brancals. En cas de deduir-se el 100% del forat cal amidar tamb\'e9 aquests paraments.\par Aquests criteris inclouen la col\'b7locaci\'f3 dels elements que configuren l'obertura, com \'e9s ara bastiments, excepte en el cas de forats de m\'e9s de 4,00 m2 en qu\'e8 aquesta col\'b7locaci\'f3 es compta a part.\par Inclouen l'execuci\'f3 de to LVAL ts els treballs necessaris per a resoldre l'obertura, pel qu\'e8 fa a brancals i ampit, i s'utilitzaran, si cal, materials diferents dels que normalment conformen la unitat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 314/2006, de 17 de marzo, por el que se aprueba el C\'f3digo T\'e9cnico de la Edificaci\'f3n Parte 2. Documento B\'e1sico de Seguridad estructural F\'e1brica DB-SE-F.\par\pard\par }LVAL TeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="79" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="80" col="6" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="80" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="80" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="81" col="6" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" 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ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="87" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell roLVAL w="87" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="88" col="6" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="88" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="88" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="89" col="6" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="89" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="89" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="90" col="6" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="90" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="90" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="91" col="6" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="91" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="91" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULLVAL$ {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Cables met\'e0l\'b7lics multiconductors per a la transmissi\'f3 i el control de senyals anal\'f2giques i digitals, col\'b7locats.\par S\'92han contemplat els tipus de cables seg\'fcents:\par - Cables per a instal\'b7lacions verticals i horitzontals en edificis\par - Cables per a instal\'b7lacions a l\'92\'e0rea de treball i cables per a connexionat\par S\'92han contemplat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Cables col\'b7locats sota canals, safates o tubs\par - Cables amb connectors als extrems, col\'b7locats\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par En cables col\'b7locats sota canals, safates o tubs:\par - Col\'b7locaci\'f3 del cable a dintre de la envoltant de protecci\'f3\par - Marcat del cable \par - Prova de servei\par - Retirada de l\'92obra de les restes d\'92embalatges, retalls de cables, etc.\par En cables amb connectors als extrems:\par - Connexi\'f3 del cable per ambd\'f3s extrems amb els equips o preses de senyals\par - Comprovaci\'f3 i verificaci\'f3 de la partida d\'92obra executada\par - Retirada de l\'92obra de les restes d\'92embalatges, etc.\par CONDICIONS GENERALS:\par La prova de servei ha d\'92estar feta.\par S\'92han de verificar totes les connexions que conformen la instal\'b7laci\'f3.\par L\'92instal\'b7lador ha d\'92aportar un certificat de la categoria de la instal\'b7laci\'f3.\par CABLES COL\'b7LOCATS SOTA CANALS, SAFATES O TUBS:\par El cable ha de portar una identificaci\'f3 del circuit al qual pertany.\par No es poden transmetre esfor\'e7os entre el cable i la LVAL resta d\'92elements de la instal\'b7laci\'f3.\par No hi poden haver empalmaments a dintre del recorregut de la canal, safata o tub.\par Els tubs que allotgen cables de comunicacions no poden tenir al seu interior elements d\'92altres instal\'b7lacions. La secci\'f3 interior del tub protector ha de ser >= 1,3 vegades la secci\'f3 del cercle circumscrit al feix dels conductors.\par Les canals i safates que allotgen cables de comunicacions no poden tenir en el mateix compartiment del cable de comunicacions elements d\'92altres instal\'b7lacions.\par CABLES AMB CONNECTORS ALS EXTREMS:\par La connexi\'f3 d\'92ambd\'f3s extrems del cable amb els equips i amb les presses de senyal han d\'92estar fetes. La continu\'eftat del senyal ha de quedar garantida en els punts de connexi\'f3.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par La estesa del cable s\'92han de fer seguint les instruccions de la documentaci\'f3 t\'e8cnica del fabricant. Les connexions s\'92han de dur a terme amb l'utillatge adequat i respectant les recomanacions del fabricant del cable.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques dels elements.\par S'ha de comprovar que les caracter\'edstiques t\'e8cniques del cable corresponen a les especificades al projecte.\par Un cop acabades les tasques d\'92estesa i connexi\'f3 del cable, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants com ara embalatges, retalls de cables, etc.\par CABLES PER A INSTAL\'b7LACIONS VERTICALS I HORITZONTALS EN EDIFICIS:\par Durant les operacions d\'92estesa es tindr\'e0 cura de que el cable no pateixi tensions excessives. S\'92ha de vigilar que el cable no es malmeti per radis de curvatura massa petits, ni per contacte amb arestes, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par CABLES COL\6 LVALF 'b7LOCATS SOTA CANALS, SAFATES O TUBS:\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par CABLES AMB CONNECTORS ALS EXTREMS:\par Unitat de quantitat necess\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE-EN 50173:1997 Tecnolog\'edas de la informaci\'f3n. Sistemas de cableado gen\'e9ricos.\par *UNE-EN 50173/A1:2000 Tecnolog\'edas de la informaci\'f3n. Sistemas de cableado gen\'e9ricos.\par *EN 50173-1:2002 Information Technology. Generic cabling systems, Part 1: General requirements and office areas.\par\pard\par }LVAL$ {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Cables met\'e0l\'b7lics multiconductors per a la transmissi\'f3 i el control de senyals anal\'f2giques i digitals.\par S\'92han contemplat els tipus de cables seg\'fcents:\par - Cables amb o sense pantalla per a instal\'b7lacions horitzontals i verticals en edificis\par - Cables amb o sense pantalla per a instal\'b7lacions en l\'92\'e0rea de treball i cables per a connexionat \par\par CONDICIONS GENERALS:\par El cable ha de tenir un aspecte exterior uniforme i sense defectes. No ha de tenir irregularitats a la coberta exterior que puguin, durant la instal\'b7laci\'f3, \'fas normal o durant les operacions de manteniment, suposar un risc per als usuaris o per a l\'92entorn.\par Ha de tenir la resist\'e8ncia mec\'e0nica suficient i ha d\'92estar constru\'eft de manera que pugui suportar, sense precaucions especials les condicions d\'92emmagatzematge, \'fas, muntatge i manteniment.\par\par CABLES AMB O SENSE PANTALLA PER A INSTAL\'b7LACIONS HORITZONTALS I VERTICALS EN EDIFICIS:\par El conductor ha de ser d\'92un \'fanic fil i el material ha de ser coure recuit. La secci\'f3 del conductor ha de ser circular i uniforme. La superf\'edcie del conductor ha d\'92estar nua o b\'e9 recoberta d\'92un altre metall.\par Di\'e0metre nominal del conductor: 0,4 mm >= D =< 0,8 mm\par L\'92a\'efllament ha de ser poliofelina (polietil\'e8 o polipropil\'e8), o b\'e9 de material termopl\'e0stic lliure d\'92hal\'f2gens i de baixa emissi\'f3 de fums. L\'92a\'efllament ha de complir les especificacions de les normes UNE-EN 50288 i UNE-EN 50290.\par Ha de ser continu, amb unLVAL gruix tant uniforme com sigui possible. Ha d\'92estar aplicat ajustat al conductor i s\'92ha de poder retirar f\'e0cilment sense malmetre el conductor.\par No hi pot haver material de reblert entre els intersticis dels elements de cable reunits que conformen el nucli del cable.\par Els conductors a\'efllats s\'92han d\'92identificar per mitj\'e0 de colors i/o marques addicionals en anells o s\'edmbols obtinguts fent servir un a\'efllament colorat o una superf\'edcie colorada per extrusi\'f3, impressi\'f3 o pintat. Els colors han de ser clarament identificables i s\'92han de correspondre de manera raonable amb els colors normalitzats de la norma UNE 20-635. El codi de colors per a la identificaci\'f3 dels elements de cablejat ha de seguir les indicacions de la norma UNE 212-002.\par L\'92apantallament, si \'e9s el cas, pot estar fet tant a nivell de l\'92element de cable (un parell o un quadret) com a nivell del nucli del cable (reuni\'f3 d\'92elements de cable en capes conc\'e8ntriques o formant unitats). \par En qualsevol cas, sigui quin sigui el nivell al que est\'e0 fet l\'92apantallament, aquest ha d\'92estar fet d\'92alguna de les maneres seg\'fcents, o d\'92una combinaci\'f3 d\'92elles:\par - Cinta met\'e0l\'b7lica\par - Cinta met\'e0l\'b7lica adherida a una cinta pl\'e0stica\par - Trena nua o recoberta amb una capa met\'e0l\'b7lica\par - Envoltant helicoidal de fils paral\'b7lels de coure\par - Capa semiconductora\par Si s\'92incorpora un fil de continu\'eftat, ha d\'92estar en contacte amb l\'92element principal de la pantalla. El fil de continu\'eftat ha de ser d\'92un o m\'e9s fils de coure nu o recobert d\'92una capa met\'e0l\'b7lica.\par Si la pantalla \'e9s una trena, la cobertura m\'ednima (a efectes mec\'e0nics) ha de ser del 60%. Quan la pantalla estigui formada per cinta i trena, la cobertura m\'ednima (a efectes mec\'e0nics) ha de ser del 40%.\par La coberta ha de ser de material termopl\'e0stic, no propagador de la flama i lliure d\'92hal\'f2gens i de baixa emissi\'f3 de fums. Ha dLVAL \'92estar lliure de porus, esquerdes, abonyegadures o altres imperfeccions i ha de resultar una massa homog\'e8nia, suau, flexible i amb tonalitat i brillantor uniforme. \par El gruix de la coberta ha de ser el m\'e9s uniforme possible.\par La coberta s\'92ha de poder separar f\'e0cilment dels elements de cable, sense malmetre\'92n l\'92a\'efllament.\par Mesures el\'e8ctriques a baixa freq\'fc\'e8ncia i en corrent continua:\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 100 MHz\~: Ha de complir UNE-EN 50288-2-1\par - Cables sense pantalla i per a freq\'fc\'e8ncies de fins a 100 MHz\~: Ha de complir UNE-EN 50288-3-1\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 250 MHz\~: Ha de complir UNE-EN 50288-5-1\par - Cables sense pantalla i per a freq\'fc\'e8ncies de fins a 250 MHz\~: Ha de complir UNE-EN 50288-6-1\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 600 MHz\~: Ha de complir UNE-EN 50288-4-1\par Mesures el\'e8ctriques i de transmissi\'f3 a alta freq\'fc\'e8ncia:\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 100 MHz\~: Ha de complir UNE-EN 50288-2-1\par - Cables sense pantalla i per a freq\'fc\'e8ncies de fins a 100 MHz\~: Ha de complir UNE-EN 50288-3-1\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 250 MHz\~: Ha de complir UNE-EN 50288-5-1\par - Cables sense pantalla i per a freq\'fc\'e8ncies de fins a 250 MHz\~: Ha de complir UNE-EN 50288-6-1\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 600 MHz\~: Ha de complir UNE-EN 50288-4-1\par\par CABLES AMB O SENSE PANTALLA PER A INSTAL\'b7LACIONS A L\'92\'c0REA DE TREBALL I CABLES PER A CONNEXIONAT:\par El conductor pot ser d\'92un \'fanic fil o de 7 fils i el material ha de ser coure recuit. La secci\'f3 del conductor o conductors ha de ser circular i uniforme. La superf\'edcie del conductor ha d\'92estar nua o b\'e9 recoberta d\'92un altre metall.\par No hi poden haver soldadures en els conductors trefilats dels cables acabats.\par Entre els fils del conductor multLVAL ifilar no hi pot haver a\'eflament. Els fils han d\'92estar cablejats en capes conc\'e8ntriques o en grup.\par Di\'e0metre nominal de cadascun dels fils del conductor de 7 fils: 0,12 mm >= D =< 0,21 mm\par L\'92a\'efllament ha de ser poliofelina (polietil\'e8 o polipropil\'e8), o b\'e9 de material termopl\'e0stic lliure d\'92hal\'f2gens i de baixa emissi\'f3 de fums. L\'92a\'efllament ha de complir les especificacions de les normes UNE-EN 50288 i UNE-EN 50290.\par Ha de ser continu, amb un gruix tant uniforme com sigui possible. Ha d\'92estar aplicat ajustat al conductor i s\'92ha de poder retirar f\'e0cilment sense malmetre el conductor.\par No hi pot haver material de reblert entre els intersticis dels elements de cable reunits que conformen el nucli del cable.\par Els conductors a\'efllats s\'92han d\'92identificar per mitj\'e0 de colors i/o marques addicionals en anells o s\'edmbols obtinguts fent servir un a\'efllament colorat o una superf\'edcie colorada per extrusi\'f3, impressi\'f3 o pintat. Els colors han de ser clarament identificables i s\'92han de correspondre de manera raonable amb els colors normalitzats de la norma UNE 20-635. El codi de colors per a la identificaci\'f3 dels elements de cablejat ha de seguir les indicacions de la norma UNE 212-002.\par L\'92apantallament, si \'e9s el cas, pot estar fet tant a nivell de l\'92element de cable (un parell o un quadret) com a nivell del nucli del cable (reuni\'f3 d\'92elements de cable en capes conc\'e8ntriques o formant unitats). \par En qualsevol cas, sigui quin sigui el nivell al que est\'e0 fet l\'92apantallament, aquest ha d\'92estar fet d\'92alguna de les maneres seg\'fcents, o d\'92una combinaci\'f3 d\'92elles:\par - Cinta met\'e0l\'b7lica\par - Cinta met\'e0l\'b7lica adherida a una cinta pl\'e0stica\par - Trena nua o recoberta amb una capa met\'e0l\'b7lica\par - Envoltant helicoidal de fils paral\'b7lels de coure\par - Capa semiconductora\par Si s\'92incorpora un fil de continu\'eftat, ha d\'92estar en contacte amb l\'92element princLVAL ipal de la pantalla. El fil de continu\'eftat ha de ser d\'92un o m\'e9s fils de coure nu o recobert d\'92una capa met\'e0l\'b7lica.\par Si la pantalla \'e9s una trena, la cobertura m\'ednima (a efectes mec\'e0nics) ha de ser del 60%. Quan la pantalla estigui formada per cinta i trena, la cobertura m\'ednima (a efectes mec\'e0nics) ha de ser del 40%.\par La coberta ha de ser de material termopl\'e0stic, no propagador de la flama i lliure d\'92hal\'f2gens i de baixa emissi\'f3 de fums. Ha d\'92estar lliure de porus, esquerdes, abonyegadures o altres imperfeccions i ha de resultar una massa homog\'e8nia, suau, flexible i amb tonalitat i brillantor uniforme. \par El gruix de la coberta ha de ser el m\'e9s uniforme possible.\par La coberta s\'92ha de poder separar f\'e0cilment dels elements de cable, sense malmetre\'92n l\'92a\'efllament.\par Mesures el\'e8ctriques a baixa freq\'fc\'e8ncia i en corrent continua:\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 100 MHz\~: Ha de complir UNE-EN 50288-2-2\par - Cables sense pantalla i per a freq\'fc\'e8ncies de fins a 100 MHz\~: Ha de complir UNE-EN 50288-3-2\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 250 MHz\~: Ha de complir UNE-EN 50288-5-2\par - Cables sense pantalla i per a freq\'fc\'e8ncies de fins a 250 MHz\~: Ha de complir UNE-EN 50288-6-2\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 600 MHz\~: Ha de complir UNE-EN 50288-4-2\par Mesures el\'e8ctriques i de transmissi\'f3 a alta freq\'fc\'e8ncia:\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 100 MHz\~: Ha de complir UNE-EN 50288-2-2\par - Cables sense pantalla i per a freq\'fc\'e8ncies de fins a 100 MHz\~: Ha de complir UNE-EN 50288-3-2\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 250 MHz\~: Ha de complir UNE-EN 50288-5-2\par - Cables sense pantalla i per a freq\'fc\'e8ncies de fins a 250 MHz\~: Ha de complir UNE-EN 50288-6-2\par - Cables amb pantalla i per a freq\'fc\'e8ncies de fins a 600 MHz\~: Ha de complir UNE-EN 5028LVAL 8-4-2\par\par CONNECTORS LLIURES DE 8 VIES (RJ45) PER ALS EXTREMS DEL CABLES PER A CONNEXIONAT:\par Les caracter\'edstiques el\'e8ctriques i geom\'e8triques dels connectors han d\'92estar d\'92acord amb les especificacions de la norma UNE-EN 60603.\par La connexi\'f3 entre els conductors que conformen el cable i els connectors ha de ser per crimpat, aix\'f2 \'e9s, per penetraci\'f3 dels contactes del connector en l\'92a\'efllament dels cables de parells trenats fins a entrar en contacte amb els conductors.\par El cable ha de quedar subjectat al connector per la coberta exterior.\par La llarg\'e0ria no trenada de cable que es destina a la connexi\'f3 ha de ser inferior a 13 mm.\par Hi ha d\'92haver una funda guardapols ajustada al cable i al connector. La funda ha de permetre pr\'e9mer el clip que aguanta el connector lliure a dintre del fix.\par La funda ha d\'92estar ajustada al cable al cable per la coberta exterior. Cap element del cable, com ara la pantalla o b\'e9 els mateixos parells trenats pot sobresortir de la funda.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par CABLES AMB O SENSE PANTALLA PER A INSTAL\'b7LACIONS VERTICALS I HORITZONTALS EN EDIFICIS:\par Subministrament i emmagatzematge: Bobines normalitzades i degudament protegides amb dogues, de manera que no s\'92alterin les seves condicions.\par La bobina ha de portar marcada de forma visible i indeleble el tipus i caracter\'edstiques del cable.\par CABLES AMB O SENSE PANTALLA PER A INSTAL.LACIONS EN L\'92\'c0REA DE TREBALL I CABLES PER A CONNEXIONAT:\par Subministrament: Embalats individualment o lligats individualment.\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par L\'92embalatge ha de permetre la identificaci\'f3 del producte.\par\par 3.- UNITAT I CRITERI D\'92AMIDAMENT\par\par CABLES AMB O SENSE PANTALLA PER A INSTAL\'b7LACIONS VERTICALS I HORITZONTALS EN EDIFICIS:\par m de llarg\'e0ria amidada segons les especificacions de la D.T.\par CABLES AMB O SENSLVAL E PANTALLA PER A INSTAL.LACIONS EN L\'92\'c0REA DE TREBALL I CABLES PER A CONNEXIONAT:\par Unitat de quantitat necess\'e0ria amidada segons les especificacions de la D.T.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NORMATIVA GENERAL:\par * UNE-EN 50173:1997 \'93Tecnolog\'edas de la informaci\'f3n. Sistemas de cableado gen\'e9ricos.\'94\par * UNE-EN 50173/A1: 2000 \'93Tecnolog\'edas de la informaci\'f3n. Sistemas de cableado gen\'e9ricos.\'94\par * EN 50713-1:2002 \'93Information technology. Generic cabling systems. Part 1:General requeriments and office areas.\'94\par * UNE-EN 50288-1:2001 \'93Cables met\'e1licos con elementos m\'faltiples utilizados para la transmisi\'f3n y el control de se\'f1ales anal\'f3gicas y digitales. Parte 1: Especificaci\'f3n gen\'e9rica.\'94\par * UNE-EN 50290-1-1:2002 \'93Cables de comunicaci\'f3n. Parte 1-1: Generalidades.\'94\par CABLES AMB O SENSE PANTALLA PER A INSTAL\'b7LACIONS VERTICALS I HORITZONTALS EN EDIFICIS:\par * UNE-EN 50288-2-1:2001 \'93Cables met\'e1licos con elementos m\'faltiples utilizados para la transmisi\'f3n y el control de se\'f1ales anal\'f3gicas y digitales. Parte 2-1: Especificaci\'f3n intermedia para cables apantallados aplicables hasta 100 MHz. Cables para instalaciones horizontales y verticales en edificios.\'94\par * UNE-EN 50288-3-1 \'93Cables met\'e1licos con elementos m\'faltiples utilizados para la transmisi\'f3n y el control de se\'f1ales anal\'f3gicas y digitales. Parte 3-1: Especificaci\'f3n intermedia para cables sin apantallar aplicables hasta 100 MHz. Cables para instalaciones horizontales y verticales en edificios.\'94\par * PNE-prEN 50288-5-1 \'93Cables met\'e1licos con elementos m\'faltiples utilizados para la transmisi\'f3n y el control de se\'f1ales anal\'f3gicas y digitales. Parte 5-1: Especificaci\'f3n intermedia para cables apantallados aplicables hasta 250 MHz. Cables para instalaciones horizontales y verticales en edificios.\'94\par * PNE-prEN 50288-6-1 \'93Cables met\'e1licos con elementos m\'faltiples utilizadxLVALos para la transmisi\'f3n y el control de se\'f1ales anal\'f3gicas y digitales. Parte 6-1: Especificaci\'f3n intermedia para cables sin apantallar aplicables hasta 250 MHz. Cables para instalaciones horizontales y verticales en edificios.\'94\par CABLES AMB O SENSE PANTALLA PER A INSTAL\'b7LACIONS EN L\'92\'c0REA DE TREBALL I CABLES PER A CONNEXIONAT:\par * UNE-EN 50288-2-2:2001 \'93Cables met\'e1licos con elementos m\'faltiples utilizados para la transmisi\'f3n y el control de se\'f1ales anal\'f3gicas y digitales. Parte 2-2: Especificaci\'f3n intermedia para cables apantallados aplicables hasta 100 MHz. Cables para instalaciones en el \'e1rea de trabajo y cables para conexionado.\'94\par * UNE-EN 50288-3-2 \'93Cables met\'e1licos con elementos m\'faltiples utilizados para la transmisi\'f3n y el control de se\'f1ales anal\'f3gicas y digitales. Parte 3-2: Especificaci\'f3n intermedia para cables sin apantallar aplicables hasta 100 MHz. Cables para instalaciones en el \'e1rea de trabajo y cables para conexionado.\'94\par * PNE-prEN 50288-5-2 \'93Cables met\'e1licos con elementos m\'faltiples utilizados para la transmisi\'f3n y el control de se\'f1ales anal\'f3gicas y digitales. Parte 5-2: Especificaci\'f3n intermedia para cables apantallados aplicables hasta 250 MHz. Cables para instalaciones en el \'e1rea de trabajo y cables para conexionado.\'94\par * PNE-prEN 50288-6-2 \'93Cables met\'e1licos con elementos m\'faltiples utilizados para la transmisi\'f3n y el control de se\'f1ales anal\'f3gicas y digitales. Parte 6-2: Especificaci\'f3n intermedia para cables sin apantallar aplicables hasta 250 MHz. Cables para instalaciones en el \'e1rea de trabajo y cables para conexionado.\'94\par\pard\par }aH ' p lJ G0?YC@YC@YC@YC@`4@@;@__BP255229Telfon auta decor digital@@ UBP255229ETVEN.3VEN.3 0?6@6@0?YC@YC@YC@YC@`4@@;@__BP255229Telfon auta decor digital@@ UBP255229ETVEN.3VEN.3 0?6@6@6@6@@U@@;@ per a la ilinaci dels __BP213005Alimentador de porter digital auta atf-12z@ UBP213005ETVEN.3VEN.3 0?V@V@V@V@`4@@;@ 0cddhipnaa~__BP213102Alimentador de porter digital (auta), model atf-98@( UBP213102ETVEN.3VEN.3 0?V@V@V@V@`4@@;@Taula='Famil` 0   __BP21AT32Modul de control digital pt+coax"Modul de control digital pt+coaxUBP21AT32ETVEN.3VEN.3) 0?@@@@#@__BP223T49Caixa per encastar (placa de carrer) s3@( UBP223T49ETVEN.3VEN.3 0?T@T@T@T@#@__BP221L33Unitat exterior f s3 101V@( UBP221L33ETVEN.3VEN.3 0?\(b@\(b@\(b@\(b@r@' ()*+, - . 123456__BP7ZE161Regleta 6 schucko 2P+T,int.2P-16A,p/armar. rack 19,1 U,horitz.@( uBP7ZE161ETVEN.3VEN.3' 0?@o@@o@@o@@o@@ELE_TCERhH8**njamentdF__BP7394TRMinicolumna K45 de Simn per a 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posici\'f3 horitzontal.\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Es col\'b7locar\'e0 en el peric\'f3 en que es conformi el by-pass conjuntament amb les claus de pas i accessoris corresponents.\par Les unions entre l\'92aparell i la xarxa han de ser estanques a la pressi\'f3 de treball.\par L\'92aparell s'ha de deixar connectat a les xarxes hidr\'e0uliques i de control en condicions de funcionament.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 30 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La uni\'f3 roscada, en el seu cas, s'ha de fer sense for\'e7ar ni malmetre la rosca.\par L\'92estanquitat de les unions roscades s\'92ha d\'92aconseguir amb els junts subministrats amb l\'92equip o b\'e9 amb sistemes aprovats pel fabricant.\par Abans de la instal\'b7laci\'f3 de la v\'e0lvula s'han de netejar l'interior dels tubs i les rosques d'uni\'f3.\par Els protectors de les rosques amb que van prove\'efdes les v\'e0lvules nom\'e9s  F BM sJj0&?= ףp)@Zd{#@@Zd(@M(Pa@EG151812Caixa deriv.plastic,120x120mm,prot.normal,munt.supo@uEG151812POProjecte del'ampliaci i ref&?= ףp)@Zd{#@@Zd(@M(Pa@EG151812Caixa deriv.plastic,120x120mm,prot.normal,munt.supo@uEG151812POProjecte del'ampliaci i reforVEN.3ysnl >&?QV@)\Q@{Gz2@HzCV@'#@@EP24P20AObreportes elct.automt.,+palan.desbloq.,encast.porta,fundah@uEP24P20APOProjecte del'ampliaci i reforVEN.3ysnl >&?QT@ E@YC@&?\(P@ E@6@0P@" acc@EP213005Alimentador de porter digital. marca auta, model atf-12@"uEP213005POProjecte del'ampliaci i reforVEN.3  ysnl >&?Hz`@ ףp=*D@V@(\J`@#`4@@EP213102Alimentador de porter digital (auta), model atf-98.6@#uEP213102POProjecte del'ampliaci i reforVEN.3ysnl >&?fffff^@(\?>@V@p= ^@$`4@@EP21AT32Modul de control digital pt+coax.#@uEP21AT32POProjecte del'ampliaci i reforVEN.3ysnl >&?#@fffff@@33333s"@&#@@EP223T49Caixa per encastar (placa de carrer) s3@uEP223T49POProjecte del'ampliaci i reforVEN.3ysnl >&?(\\@?@T@[@%#@@EP221L33Unitat exterior f s3 101V@$uEP221L33POProjecte del'ampliaci i reforVEN.3ysnl >&?Gz$d@3VC@\(b@yCc@3@s@@EP7ZE161Regleta 6 schucko 2P+T,int.2P-16A,p/armar. rack 19,1 U,horitz.,col.@*uEP7ZE161POProjecte del'ampliaci i reforVEN.3"ysnl >&?ti@Q6@e@ףp= h@-@@EP7394TSTorreta antivandlica K45 de SIMON, KT400/8F@(uEP7394TSPOProjecte del'ampliaci i reforVEN.3ysnl >&?Y3@6[@ffffff-@9#2@+s@@EP7311T4Presa senyal,tipus univ.,RJ45 simple,cat.6 UTP,despl.alla.,SIMON82,metall.,encastada@&uEP7311T4POProjecte del'ampliaci i reforVEN.32((ysnl >&?(\?8?Bfj??r@@EG22H811Tub flexible corrugat PVC s/halgens,DN=25mmbaixa emissi fums,2J,320N,2000V,encastat0@ mEG22H811POProjecte del'ampliaci i reforVEN.32((ysnl > LVAL s'han de treure en el moment d'executar les unions.\par Les connexions el\'e8ctriques han de quedar protegides de la humitat.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVALv {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Dispositius destinats a formar part d\'92una instal.laci\'f3 de reg.\par S'han considerat els elements seg\'fcents:\par - Microaspersor: Elements de distribuci\'f3 d\'92aigua en zones ajardinades en forma de pluja que van equipats amb broquet de sortida de doll fix, regulable i de curt abast\par - Comptagotes: Emissors d\'92aigua de baix cabal incorporats a canonades soterrades per configurar sistemes de reg localitzat, integrats directament en la canonada en el proc\'e9s de fabricaci\'f3 de la mateixa o acoblats com accessoris addicionals a la canonada un cop fabricada\par - Programadors electr\'f2nics o aut\'f2noms: Elements que governen l\'92obertura de les electrov\'e0lvules de la instal.laci\'f3 possibilitant l\'92automatitzaci\'f3 de la mateixa.\par - V\'e0lvula hidr\'e0ulica per a regular autom\'e0ticament el cabal d\'92aigua, en les que l\'92accionament del pilot de tres vies es fa electromagn\'e8ticament. El despla\'e7ament de l\'92eix de la v\'e0lvula es produeix per l\'92acci\'f3 d\'92un solenoide.\par ASPERSORS I MICROASPERSORS:\par La part del dispositiu destinada a difondre l'aigua ha de quedar amagada dins la carcassa, mentre l'aparell connectat a la xarxa no rebi aigua a la pressi\'f3 m\'ednima de treball.\par Les peces de pl\'e0stic del difusor exposades a l'aigua o a les radiacions ultraviolades han de ser opaques i resistents a les dites radiacions.\par Les superf\'edcies del polvoritzador han de ser llises i no han de tenir puntes o arestes vives.\par El disseny del polvoritzador haLVAL de permetre la substituci\'f3 de qualsevol component per la part superior, de forma manual o amb ajut d'eines corrents, iclusiu el filtre.\par Ha de tenir un junt per a impedir l'entrada de sorra entre la carcassa i el cos emergent.\par Els broquets de sortida han de ser intercambiables per a aconseguir diferents superf\'edcies de regat. Cada tipus de broquet ha de portar una marca o codi que permeti identificar-lo al cat\'e0leg corresponent.\par Cada element ha de portar marcat de forma clara e indeleble les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada\par - S\'edmbol d'identificaci\'f3 utilitzat al cat\'e0leg\par - Cabal nominal i pressi\'f3 nominal de treball\par - Indicaci\'f3 de la posici\'f3 correcta d\'92instal\'b7laci\'f3 si fos necessari\par Pressi\'f3 m\'e0xima admissible: 5 bar\par MICROASPERSORS:\par Ha d\'92estar format per:\par - Carcassa\par - Cos emergent\par - Tapa de goma\par - Joc de broquets intercanviables\par - Filtre\par Abast: 4-5 m\par Pressi\'f3 de treball: 2-2,5 bar\par Al\'e7\'e0ria cos emergent: >= 10 cm\par Pluviometria d\'e8bil: 20-30 mm/h\par Cabal: 400-600 l/h\par GOTEJADORS\par Ha de ser autonetejable.\par Cada element ha de portar marcat de forma clara e indeleble les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada\par - Model\par - Tipus\par - Di\'e0metre exterior de la canonada expressat en mm\par - Di\'e0metre m\'ednim de pas expressat en mm\par - Cabal nominal expressat en l/min quan els emissors no siguin auatocompensants\par - Indicaci\'f3 de la posici\'f3 correcta d\'92instal\'b7laci\'f3 si fos necessari\par PROGRAMADORS:\par Cada element ha de tenir una caixa de protecci\'f3 estanca, amb tancament mitjan\'e7ant clau.\par Cada element ha de portar les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada, distribu\'efdor i model\par - S\'edmbol d\'92identificaci\'f3 utilitzant el cat\'e0leg\par - N\'famero d\'92estacions o sectors\par - N\'famero de programes\paLVAL r - Cicle o interval de reg\par - Arrencada de bomba o v\'e0lvula mestra\par - Mem\'f2ria permanent (Piles)\par - Descripci\'f3 de la funci\'f3 dels automatismes\par PROGRAMADORS ELECTR\'d2NICS:\par Pot disposar de pantalla.\par L'alimentaci\'f3 del programador s'ha de fer amb un transformador intern o extern per a passar de la tensi\'f3 d'alimentaci\'f3 de la xarxa, a la tensi\'f3 d'alimentaci\'f3 de les electrov\'e0lvules (24 V cc).\par Ha de tenir com a m\'ednim les seg\'fcents prestacions:\par - N\'famero de programes: Doble programa A/B\par - Arrencada: 3 recs en l\'92interval programat\par - Temps de reg: 1 a 999 min per estaci\'f3\par - Cicle o interval de reg: 1/2 dia a 7 dies\par PROGRAMADORS AUT\'d2NOMS:\par Han d\'92estar equipats amb solenoide a impulsos.\par L\'92alimentaci\'f3 es produeix per piles o bateries amb una autonomia m\'ednima d\'92un any.\par Ha d'estar preparat per a admetre un comandament de programaci\'f3 via radio.\par Ha de tenir com a m\'ednim les seg\'fcents prestacions:\par - Estacions o sectors de reg: 2 com a m\'e0xim\par - Arrencament autom\'e0tic: 3 regs en l\'92interval programat\par - Temps de reg: 1 setmana a 24 h\par - Cicle o interval: 1/2 dia a 7 dies\par ELECTROV\'c0LVULES:\par Ha d'estar formada per:\par - Carcassa\par - Regulador de cabal\par - Sistema d\'92obertura manual directa\par - Solenoide\par - Filtre autonetejant\par Cada element ha de portar marcat de forma clara i indeleble les indicacions seg\'fcents:\par - Nom del fabricant o marca comercial enregistrada\par - Model\par - Codi del tipus de v\'e0lvula\par - Tipus de connexi\'f3 de la v\'e0lvula\par - Di\'e0metre de connexi\'f3 expressat en mm o polsades\par - Tipus d\'92 accionament\par - Pressions, m\'e0x. m\'edn. I de treball\par - Cabal m\'e0xim i m\'ednim expressat en m3/h\par - Material del que est\'e0 conformat\par Pot\'e8ncia expressada en W\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetat. Ha de portar la marca del fabricant i les i8 LVALH nstruccions de muntatge.\par Emmagatzematge: en el seu env\'e0s, en llocs protegits contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par ASPERSORS I MICROASPERSORS:\par *UNE 68073:1986 Material de riego. Difusores. Requisitos generales y m\'e9todos de ensayo.\par GOTEJADORS\par *UNE 68075:1986 Material de riego. Emisores. Requisitos y m\'e9todos de ensayo.\par PROGRAMADOR O ELECTROV\'c0LVULA:\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="108" col="6" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="108" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="108" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="109" col="6" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="109" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" 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considerat els materials i les formes de col\'b7locaci\'f3 seg\'fcents:\par - Paviment de llambordins o lloses col\'b7locats amb morter i junts reblerts amb beurada de ciment\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par En paviments de lloses col\'b7locats amb morter:\par - Preparaci\'f3 i comprovaci\'f3 de la superf\'edcie d'assentament\par - Col\'b7locaci\'f3 de la base de morter\par - Humectaci\'f3 i col\'b7locaci\'f3 de les peces\par - Humectaci\'f3 de la superf\'edcie\par - Rebliment dels junts amb beurada de ciment\par - Neteja de l'exc\'e9s de beurada\par - Protecci\'f3 del morter de la base i cura\par CONDICIONS GENERALS:\par El paviment ha de formar una superf\'edcie plana, uniforme i s'ha d'ajustar a les alineacions i a les rasants previstes.\par Les peces han de quedar ben assentades, amb la cara m\'e9s polida o m\'e9s ample a dalt.\par Les peces han d\'92estar disposades formant alineacions rectes, segons l\'92especejament definit en la DT.\par Les peces han de quedar ben adherides al suport.\par Els junts han de quedar plens de material de reblert.\par Excepte en les zones classificades com d\'92\'fas restringit pel CTE no s\'92admetran les discontinu\'eftats seg\'fcents en el propi paviment ni en els encontres d\'92aquest amb altres elements:\par - Imperfeccions o irregularitats que suposin una difer\'e8ncia de nivell de m\'e9s de 6 mm\par - Els desnivells que no superin els 50 mm s\'92han de resoldre amb una pendent qLVAL ue no excedeixi del 25%\par - En les zones interiors de circulaci\'f3 de persones, no presentar\'e0 perforacions o forats pels que es pugui introduir una esfera de 15 mm de di\'e0metre\par Pendent transversal (paviments exteriors): >= 2%, <= 8%\par PAVIMENT DE LLOSES:\par En el paviment no hi ha d'haver peces trencades, escantonades, tacades ni amb d'altres defectes superficials.\par Junts entre les peces:\par - Peces rejuntades amb morter: >= 5 mm\par - Peces rejuntades amb beurada: <= 1,5 mm\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 10 mm\par - Planor: \'b1 4 mm/2 m\par - Celles:\par - Paviments interiors: <= 1 mm\par - Paviments exteriors: <= 2 mm\par - Rectitud dels junts: \'b1 3 mm/2 m\par PAVIMENTS COL\'b7LOCATS AMB MORTER:\par S'han de respectar els junts propis del suport.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par La superf\'edcie del suport ha de ser neta i humida.\par El paviment no s'ha de trepitjar durant les 24 h seg\'fcents a la seva col\'b7locaci\'f3.\par COL\'b7LOCACI\'d3 AMB MORTER I JUNTS REBLERTS AMB BEURADA:\par S'han de suspendre els treballs quan la temperatura sigui < 5\'b0C.\par Les peces per col\'b7locar han de tenir la humitat necess\'e0ria per tal que no absorbeixin l'aigua del morter.\par Les lloses s'han de col\'b7locar sobre una base de morter de ciment >= 2,5 cm de gruix.\par Un cop col\'b7locades les peces s'han de regar per aconseguir l'adormiment del morter de base.\par Despr\'e9s s'han de reblir els junts amb la beurada.\par JUNTS REBLERTS AMB MORTER O BEURADA:\par En exteriors, la superf\'edcie ha de mantenir-se humida durant les 72 h seg\'fcents.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie executada d'acord amb les especificacions de la DT, amb deducci\'f3 de la superf\'edcie corresponent a Obertures interiors, d'acord amb els criteris seg\'fcents:\par Paviments exteriors:\par - Obertures d'1,5 m2 , com a m\'e0xim: no es dedueixen\par - Obertures de mes d'1,5 m2: es dedueix LVAL xen al 100%\par Paviments interiors:\par - Obertures d'1,00 m2 , com a m\'e0xim: no es dedueixen\par - Obertures de mes d'1,00 m2: es dedueixen al 100%\par Aquests criteris inclouen l'acabament espec\'edfic dels acords a les vores, sense que comporti l'\'fas de materials diferents d'aquells que normalment conformen la unitat.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL L" 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{\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conjunt format per dues guies laterals, un torn d\'92arrollament superior amb suports i mecanisme d\'92accionament, i una cortina de teixit de fibra de vidre recoberta de PVC, amb un contrap\'e8s guiat a la seva part inferior.\par S'han considerat els tipus seg\'fcents:\par - Amb accionament per cordill\par - Amb accionament per torn\par CARACTER\'cdSTIQUES GENERALS:\par Els perfils de les guies, el torn i el contrap\'e8s han de ser rectes i han de tenir un aspecte uniforme, sense esquerdes ni defectes superficials.\par Totes les peces del conjunt han de ser compatibles per al seu muntatge.\par El torn ha de rodar sense dificultat en el seu suport.\par La cortina ha de portar refor\'e7os als extrems laterals i inferior.\par Caracter\'edstiques dels perfils:\par Tipus d'alumini (UNE 38-337): Aleaci\'f3 A1-0,7 Mg Si\par Lacat del perfil: >= 60 micres, <= 120 micres\par Qualitat mitja total del segellat.\par Duresa Brinell (UNE_EN_ISO 6506/1): >= 45\par Caracter\'edstiques del teixit de la cortina:\par - Composici\'f3:\par - Fibra de vidre: 27%\par - PVC: 73%\par - Gruix: >= 0,75 cm\par - Solidesa dels colors (NF G 07-012): 7/8\par - Massa per m2: 0,5 kg\par - Reacci\'f3 al foc (UNE-EN 13773:2003): Classe 1\par Toler\'e0ncies:\par - Al\'e7\'e0ria o ampl\'e0ria: \'b1 2 mm/m\par - Torsi\'f3 del perfil: \'b1 1\'b0/m\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Protegida per tal que arribi a l'obra amb les condicions exigides.\par Emmagatzematge: Protegida contra les pluges, els focus d'humitat iz LVAL de les zones on pugui rebre impactes. No ha d'estar en contacte amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL6 {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Conjunt format per dues guies laterals, un torn d\'92arrollament superior amb suports i mecanisme d\'92accionament fixats mec\'e0nicament, i una cortina de teixit de fibra de vidre recoberta de PVC fixada al torn, amb un contrap\'e8s guiat a la seva part inferior.\par S'han considerat els tipus de cortina seg\'fcents:\par - Amb accionament per cordill\par - Amb accionament per torn\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Subministrament de les cortines en conjunts preparats per a muntar\par - Fixaci\'f3 del torn, les guies i els mecanismes d\'92accionament\par - Fixaci\'f3 del teixit al torn i al contrap\'e8s inferior, introduint-lo a les guies\par - Regulaci\'f3 dels topes de recorregut i dels mecanismes d\'92accionament\par CONDICIONS GENERALS:\par La cortina ha d'obrir i tancar correctament.\par La cortina, el torn i els mecanismes d'elevaci\'f3 han de ser accessibles quan la cortina estigui desenrotllada.\par Franqu\'edcia entre el contrap\'e8s i les guies: 5 mm\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig: \'b1 10 mm\par - Horitzontalitat: \'b1 1 mm\par - Aplomat: 2 mm/m (enfora)\par - Verticalitat dels mecanismes d\'92accionament: \'b1 1 mm\par\par 2.- CONDICIONS DEL PROC\'c9S 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ITeC.ASS_REF="926" ITeC.SIS_ID="1" ITeC.PRR_ID="REC360" ITeC.Tipus="N" ITeC.Editable="T"/></ITeC.Cell><ITeC.Cell row="88" col="11" sheet="2"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="88" col="18" sheet="2"><ITeC.Id xmlns="" ITeC.type="RESULTAT" ITeC.ASS_REF="237" ITeC.SIS_ID="1" ITeC.PRR_ID="REFL7D" ITeC.Tipus="N" ITeC.Editable="T"/></ITeC.Cell><ITeC.Cell row="91" col="11" sheetZ LVALj ="2"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="91" col="18" sheet="2"><ITeC.Id xmlns="" ITeC.type="RESULTAT" ITeC.ASS_REF="237" ITeC.SIS_ID="1" ITeC.PRR_ID="REFL28" ITeC.Tipus="N" ITeC.Editable="T"/></ITeC.Cell></ITeC.Encarrec> ;LVALKH E P [ 8 ]efElFwExtracci amb sonda rotativa de 150 mm de dimetre i 350 mm de llargria, tall, recapament i assaig aExtracci amb sonda rotativa de 150 mm de dimetre i 350 mm de llargria, tall, recapament i assaig a compressi d'una proveta testimoni de formig endurit, segons la norma UNE-EN 12504-1 i UNE-EN 12390-3Extracci amb sonda rotativa de 100 mm de dimetre i 250 mm de llargria, tall, recapament i assaig a compressi d'una proveta testimoni de formig endurit, segons la norma UNE-EN 12504-1 i UNE-EN 12390-3Extracci amb determinaci del gruix d'un testimoni de formig d'una capa de pavimentExtracci amb sonda rotativa de 75 mm de dimetre i 220 mm de llargria, tall, recapament i assaig a compressi d'una proveta testimoni de formig endurit, segons la norma UNE-EN 12504-1, UNE 83303 i UNE-EN 12390-3Extracci i assaig a tracci indirecta (assaig Brasiler) de 6 provetes testimoni de formig endurit, segons la norma UNE-EN 12504-1 i UNE-EN 12390-6Tall, cura, recapament i assaig a compressi d'una proveta testimoni de formig endurit, segons la norma UNE-EN 12504-1 i UNE-EN 12390-3Jornada d'inspector a planta de formigons o aglomerat.Determinaci de la profunditat de penetraci d'aigua sota pressi d'un formig endurit, segons la norma UNE-EN 12390-8Dosificaci amb assaig de desdoblament (separaci i rentat de la mescla) d'una proveta de terra-ciment o grava-cimentCura i assaig a compressi simple d'una proveta de terra-ciment o grava-ciment, segons la norma NLT 305-90Assaig de conductivitat trmica d'una mostra de formig cellular, segons la norma UNE 92-201 i UNE 92-202Mostreig, realitzaci del con d'abrams, elaboraci de provetes, cura i assaig a flexotracci d'una srie de tres provetes prismtiques de 15x15x60 cm, segons la norma UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-5Determinaci de la densitat en fresc d'una mostra de formig fresc, segons la norma UNE-EN 12350-6Determinaci del contingut d'aire pel mtode de pressi d'una mostra de formig fresc, segons la norma UNE-EN 12350-7Cura i assaig a flexotracci d'una proveta prismtica de 15x15x60 cm, segons la norma UNE-EN 12309-1, UNE-EN 12390-2 i UNE-EN 12390-5 Cura i assaig a tracci indirecta (assaig Brasiler) d'una proveta cilndrica de 15x30 cm, segons la norma UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-6Mostreig, realitzaci de con d'Abrams, elaboraci de les provetes, cura i assaig a compressi d'una srie de cinc provetes cbiques de 15x15x15 cm, segons la norma UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Mostreig, realitzaci de con d'Abrams, elaboraci de les provetes, cura i assaig a compressi d'una srie de tres provetes cbiques de 15x15x15 cm, segons la norma UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Mostreig, realitzaci de con d'Abrams, elaboraci de les provetes, cura, recapament i assaig a compressi d'una srie de cinc provetes cilndriques de 15x30 cm, segons la norma UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Mostreig, realitzaci de con d'Abrams, elaboraci de les provetes, cura, recapament i assaig a compressi d'una srie de tres provetes cilndriques de 15x30 cm, segons la norma UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Elaboraci, cura, recapament i assaig a compressi d'una proveta cilndrica de 15x30 cm addicional a la srie, segons la norma UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Cura, recapament i assaig a compressi d'una proveta cilndrica de 15x30 cm, segons la norma UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Mesura de la consistncia pel mtode del con d'Abrams d'una mostra de formig fresc, segons la norma UNE-EN 12350-2LVAL9/ $ , 2   ,OQ Extraccin con sonda rotativa de 100 mm de dimetro y de 250 mm de largo, corte, refrentamiento y ensayo Extraccin con sonda rotativa de 100 mm de dimetro y de 250 mm de largo, corte, refrentamiento y ensayo a compresin de una probeta testigo de hormign endurecido, segn la norma UNE-EN 12504-1 y UNE-EN 12390-3Extraccin con determinacin del espesor de un testimonio de hormign de una capa de pavimentoExtraccin con sonda rotativa de 75 mm de dimetro y 220 mm de largo, corte, refrentamiento y ensayo a compresin de una probeta testigo de hormign endurecido, segn la norma UNE-EN 12504-1, UNE 83303 y UNE-EN 12390-3Extraccin i ensayo a traccin indirecta (ensayo Brasileo) de 6 probetas testigo de hormign endurecido, segn la norma UNE-EN 12504-1 y UNE-EN 12390-6Corte, curado, refrentamiento y ensayo a compresin de una probeta testigo de hormign endurecido, segn la norma UNE-EN 12504-1 y UNE-EN 12390-3Jornada de inspeccin en planta de hormign o aglomerado.Determinacin de la profundidad de penetracin de agua bajo presin de un hormign endurecido, segn la norma UNE-EN 12390-8Dosificacin con ensayo de desdoblamiento (separacin y lavado de la mezcla) de una probeta de tierra-cemento o grava-cementoCura y ensayo de compresin simple de una probeta de tierra-cemento o grava-cemento, segn la norma NLT 305-90Ensayo de conductividad trmica de una muestra de hormign celular, segn la norma UNE 92-201 i UNE 92-202Muestreo , realizacin de cono de Abrams, elaboracin de probetas, cura y ensayo de flexotraccin de una serie de tres probetas prismticas de 15X15X60 cm, normas UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-5Determinacin de la densidad en fresco de una muestra de hormign fresco, segn la norma UNE-EN 12350-6Determinacin del contenido de aire por el mtodo de presin de una muestra de hormign fresco, segn la norma UNE-EN 12350-7Curado y ensayo a flexotraccin de una probeta prismtica de 15x15x60 cm, segn la norma UNE-EN 12309-1, UNE-EN 12390-2 y UNE-EN 12390-5 Curado y ensayo a traccin indirecta (ensayo brasileo) de una probeta cilndrica de 15x30 cm, segn la norma UNE-EN 12390-1, UNE-EN 12390-2 y UNE-EN 12390-6Muestreo, realizacin del cono de Abrams, elaboracin de las probetas, curado i ensayo a compresin de una serie d cinco probetas cbicas de 15x15x15 cm, segn la norma UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Mostreo, realizacin de cono de Abrams, elaboracin de las probetas, curado y ensayo a compresin de una serie de tres probetas cbicas de 15x15x15 cm, segn la norma UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Muestreo, realizacin de cono de Abrams, elaboracin de las probetas, curado, refrentamiento y ensayo a compresin de una serie de cinco probetas cilndricas de 15x30 cm, segn la norma UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Muestreo, realizacin de cono de Abrams, elaboracin de las probetas, curado, refrentamiento y ensayo a compresin de una serie de tres probetas cilndricas de 15x30 cm, segn la norma UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Elaboracin, curado, refrentamiento y ensayo a compresin de una probeta cilndrica de 15x30 cm adicional a la serie, segn la norma UNE-EN 12390-1, UNE-EN 12390-2 y UNE-EN 12390-3Curado, refrentamiento y ensayo a compresin de una probeta cilndrica de 15x30 cm, segn la norma UNE-EN 12390-1, UNE-EN 12390-2 y UNE-EN 12390-3Medida de la consistencia, por el mtodo de cono de Abrams de una muestra de hormign fresco, segn la norma UNE-EN 12350-2 I #SpL< ףp=y@J060K10RJ060K10RProfunditat penetraci aigua sota pressi, formig endurit, UNE-EN 12390-8Profundidad de penetracin agua bajo presin, hormign endurecido, UNE-EN 12390-8x@ @ 0110uuE|0*$ 333337@J9242100J9242100Desdoblament d'una mescla Desdoblamiento de una mezcla w@ @ 0110uuExlM0*$ m;@J9241101J9241101Compressi simple (congl.-ciment) NLT 305Compresin simple (congl.-cemento) NLT 305l@ p@ 0110uuE[0*$ 33333%@J7C14F01J7C14F01Conductivitat trmica UNE 92-201 i UNE 92-202Conductividad trmica UNE 92-201 i UNE 92-202l@ m@ 0110uuE_0*$ QX@J060SA09J060SA09Mostreig+con abrams+as.flexo.,3prov.prism.15x15x60cm UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1,Muestreo+con abrams+ensy.flexo.,3prob.prism.15x15x60cm UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-@ @ 0110uuE 0*$ QA@J060L20HJ060L20HDensitat UNE-EN 12350-6Densidad UNE-EN 12350-6d@ i@ 0110uuEznbI0*$ \(lS@J060K201J060K201Contingut d'aire pel mtode de pressi UNE-EN 12350-7Contenido de aire por el mtodo de presin UNE-EN 12350-7w@ @ 0110uuEg0*$ 33333s=@J0609806J0609806Flexotracci proveta 15x15x60 UNE-EN 12390-5 Flexotraccin probeta 15x15x60 UNE-EN 12390-5 @ @ 0110uuE_0*$ (\<@J0608405J0608405Tracci indirecta proveta 15x30 (blasiler) UNE-EN 12390-6Traccin indirecta probeta 15x30 (blasileo) UNE-EN 12390-6@ @ 0110uuEk0*$ HzX@J0607F0AJ0607F0ASrie de 5 provetes cbiques (incls con) UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 123Serie de 5 probetas cbicas (includo cono) UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 1@ @ 0110uuE 0*$ \(LV@J0607E0AJ0607E0ASrie de 3 provetes cbiques (incls con) UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 123Serie de 3 probetas cbicas (includo cono) UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 1@ @ 0110uuE 0*$ (\W@J060770AJ060770ASrie de 5 provetes 15x30 (incls con) UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-Serie de 5 probetas 15x30 (incluido cono) UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 123@ @ 0110uuE 0*$ Gz4S@J060760AJ060760ASrie de 3 provetes 15x30 (incls con) UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-Serie de 3 probetas 15x30 (incluido cono) UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 123@ @ 0110uuE 0*$ \(1@J0606504J0606504Compressi proveta 15x30 addicional UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Compresin probeta 15x30 adicional UNE-EN 12390-1, UNE-EN 12390-2 y UNE-EN 12390-3@ @ 0110uuE0*$ \((@J0604404J0604404Compressi proveta 15x30 UNE-EN 12390-1, UNE-EN 12390-2 i UNE-EN 12390-3Compresin probeta 15x30 UNE-EN 12390-1, UNE-EN 12390-2 y UNE-EN 12390-3@ @ 0110uuEz0*$ (\/@J060120GJ060120GConsistncia (mtode del con d'Abrams) UNE-EN 12350-2Consistencia (mtodo del cono de Abrams) UNE-EN 12350-2u@ }@ 0110uuEg0*$ ] LVALm {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Equips d'alimentaci\'f3 d'intercomunicadors muntats superficialment i muntats en armari tancat.\par Es consideren incloses dins d'aquesta unitat d'obra les operacions seg\'fcents:\par Equips muntats superficialment:\par - Connexi\'f3 a la xarxa el\'e8ctrica\par - Connexi\'f3 a la xarxa d'intercomunicadors i a la placa al carrer.\par - Fixaci\'f3 de l'equip al param{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Equips d'alimentaci\'f3 d'intercomunicadors muntats superficialment i muntats en armari tancat.\par Es consideren incloses dins d'aquesta unitat d'obra les operacions seg\'fcents:\par Equips muntats superficialment:\par - Connexi\'f3 a la xarxa el\'e8ctrica\par - Connexi\'f3 a la xarxa d'intercomunicadors i a la placa al carrer.\par - Fixaci\'f3 de l'equip al parament\par Equips muntats en armari tancat:\par - Fixaci\'f3 de l'armari\par - Connexi\'f3 a la xarxa el\'e8ctrica\par - Connexi\'f3 a la xarxa d'intercomunicadors i a la placa al carrer.\par - Fixaci\'f3 de l'equip a l'armari\par CONDICIONS GENERALS:\par S'ha de muntar en un lloc sec i d'acc\'e8s f\'e0cil per al personal de manteniment.\par La posici\'f3 ha de ser l'indicada a la DT.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }LVAL#& {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Equip d'alimentaci\'f3 per a intercomunicadors telef\'f2nics o video-telef\'f2nics.\par S'han considerat les caracteristiques opcionals seg\'fcents:\par - Alimentaci\'f3 amb bateria de reserva\par - Alimentaci\'f3 amb secret de conversa\par CARACTER\'cdSTIQUES GENERALS:\par Equip destinat a l'alimentaci\'f3 el\'e8ctrica de tota la instal\'b7laci\'f3 a partir de la connexi\'f3 a la xarxa el\'e8ctrica. Ha de portar tots els elements, circuits i mecanismes necessaris per a permetre el funcionament integral de la instal\'b7laci\'f3. Ha d'anar prove\'eft d'un estabilitzador de la tensi\'f3 d'entrada, autoprotegit contra curt circuits.\par Ha de permetre un senyal ac\'fastic en el punt de trucada centralitzada, i ha de confirmar la recepci\'f3 en el punt individual que rep la trucada.\par Ha de permetre l'amplificaci\'f3 en \'e0udio amb controls de volum, en direcci\'f3 centralitzaci\'f3-individual i en direcci\'f3 individual-centralitzaci\'f3.\par Ha de tenir rel\'e9 per a obrir les portes per tal d'evitar les defici\'e8ncies per caiguda de tensi\'f3 a la l\'ednia.\par EQUIP D'ALIMENTACI\'d3 AMB BATERIA DE RESERVA:\par Ha de tenir alimentaci\'f3 d'emerg\'e8ncia perqu\'e8, en cas de tall en el subministrament de fluid el\'e8ctric, continu\'ef proporcionant un funcionament total i normal de l'equip, amb una autonomia >= 2 h, treballant en condicions normals.\par EQUIP D'ALIMENTACI\'d3 AMB SECRET DE CONVERSA:\par Ha de tenir una unitat per a secret de conversa que generi el temps de comunicaci\'f3 i l'av\'eds de finalitzaci\'f3 per mitj\'e0 de tons intermi LVAL tents. S'ha de desconnectar un cop transcorregut un minut, aproximadament, i ha d'atendre la trucada seg\'fcent.\par Tensi\'f3 d'alimentaci\'f3: 230 V, corrent monof\'e0sic\par Freq\'fc\'e8ncia: 50 Hz\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixes.\par Emmagatzematge: En el seu embalatge, protegit contra els impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }x.kd t < L T QLxCS o;T,OVA001OvalitatOvalidadmmmmN,*&""SECO01Separaci corrugues (sector 1)Separacin corrugas (sector 1)mmmmNXVRNN.INCB32Inclinaci corrugues B3 (sector 2)Inclinacin corrugas B3 (sector 2)N\ZXVV2ALAL01Alria aletesAltura aletasmmmmN751--INCB11Inclinaci corrugues B1 (sector 1)Inclinacin corrugas B1 (sector 1)N\ZXVV2IFR001ndex frndice frN%####DN0001Dimetre nominalDimetro nominalmmmmN<:622 AST001rea secci transversalrea seccin transversalmm2mm2NMKFAA'ALCO01Alria corrugues (sector 2)Altura corrugas (sector 2)mmmmNRPLHH,ALC101Alria corrugues (sector 1)Altura corrugas (sector 1)mmmmNRPLHH,MAUL01Massa per unitat de longitutMasa por unidad de longitudKg/mKg/mNWUOII,COMI01Comportament IComportamiento ICOM001A:8880DMAN01Dimetre mandriDimetro mandrimmmmN:8400GRU011Gruix planxaEspesor planchammmmN751--NUPRO1Nm. provetaNm. probetaA,****NURE01Nm. de registreNm. de registroA42222 VAL200ValorValor%%N" VAL119ValorValor%%N" VAL121ValorValor%%N" VAL118ValorValor%%N" VAL117ValorValor%%N" VAL116ValorValor%%N" VAL115ValorValor%%N" GRU001GruixEspesorcmcmN(&"NOT281Nombre de testimonis a 28 diesNmero de testigos a 28 dasNNLLLL.REM281Resist. mnima a 28 diesResistncia mnima a 28 dasN/mm2N/mm2NVTMFF(PRF001Profunditat mitjaProfundidad mediammmmN><844!PRF002Profunditat mximaProfundidad mximammmmN@>:66"COND02Conductivitat trmicaConductividad trmicaW/m.KW/m.KNLJC<<%DEN001DensitatDensidadg/cm3g/cm3N20)""VAL110ValorValor%%N" REFL28Resistncia a flexotracci (28 dies)Resistncia a flexotraccin (28 das)N/mm2N/mm2Nkib[[4REFL7DResistncia a flexotracci (7 dies)Resistncia a flexotraccin (7 das)N/mm2N/mm2Nig`YY3RETR28Resistncia a tracci (28 dies)Resistncia a traccin (28 das)N/mm2N/mm2Na_XQQ/RETR7DResistncia a tracci (7 dies)Resistncia a traccin (7 das)N/mm2N/mm2N_]VOO.CONPR1Consistncia (promig)Consistencia (promedio)cmcmNHFB>>%REC360Resistncia a compressi (360 dies)Resistncia a compresin (360 das)N/mm2N/mm2Nhf_XX3RECO28Resistncia a compressi (28 dies)Resistncia a compresin (28 das)N/mm2N/mm2Nfd]VV2RECO3DResistncia a compressi (3 dies)Resistncia a compresin (3 das)N/mm2N/mm2Ndb[TT1RECO7DResistncia a compressi (7 dies)Resistncia a compresin (7 das)N/mm2N/mm2Ndb[TT1RECO90Resistncia a compressi (90 dies)Resistncia a compresin (90 das)N/mm2N/mm2Nfd]VV2DET101Primera determinaciPrimera determinacincmcmNEC?;;$DET201Segona determinaciSegunda determinacincmcmNDB>::#DET301Tercera determinaciTercera determinacincmcmNEC?;;$PROG01PromigPromediocmcmN*($ TCOS01Tipus de consistnciaTipo de consistnciaTCONS1AECCC;% ntQ. \9 g D ! r O , } Z 7  e B  p M *  {X5c@nK(yV3a>lI&wT1_<J0B16601LEM001J0B16601LOI001J0B16601REFOT1J0B16601RETT01J0B16601SECA01J0B16601SECB01J0B1470AENEABSJ0B11P0NCAGEO1J0B2G103SECE01J0B2G103SECEM1J0B2G103SECNE1J0B28103COMDE1J0B28103COMDO1J0B28103DMAN01J0B28103DN0001J0B28103NUPRO1J0B28103NURE01J0B27103COMI01J0B27103DMAN01J0B27103DN0001J0B27103NUPRO1J0B27103NURE01 J0B25101ALTR01J0B25101CALE01J0B25101CATR01J0B25101DN0001J0B25101LERE01J0B25101NUPRO1J0B25101NURE01J0B25101RERMREJ0B25101RETR01J0B21103INCB22 J0B21103SEC201J0B21103PESC01 J0B21103PASH01J0B21103OVA001J0B21103NURE01J0B21103NUPRO1 J0B21103SECO01J0B21103INCB32 J0B21103ALAL01 J0B21103INCB11J0B21103IFR001J0B21103DN0001J0B21103AST001J0B21103ALCO01J0B21103ALC101J0B21103MAUL01J0B1770BCOMI01J0B1770BDMAN01J0B1770BGRU011J0B1770BNUPRO1J0B1770BNURE01J0B0U010VAL200J0B0S80JVAL119J0B0R80MVAL121J0B0Q80GVAL118J0B0P80FVAL117J0B0N80EVAL116J0B0M80DVAL115J060CC0PNOT281J060CC0PREM281J060BC0PNOT281J060BC0PREM281J060AH00GRU001J060AC0PNOT281J060AC0PREM281J0609K0TRETR28J0605C0PNOT281J0605C0PREM281J060K10RPRF001J060K10RPRF002J9241101RECO7DJ9241101RECO90J7C14F01COND02J060SA09REFL28J060SA09REFL7DJ060L20HDEN001J060K201VAL110J0609806REFL28J0609806REFL7DJ0608405RETR28J0608405RETR7DJ060770ACONPR1J060770AREC360J060770ARECO28J060770ARECO3DJ060770ARECO7DJ060770ARECO90J060760ACONPR1J060760AREC360J060760ARECO28J060760ARECO3DJ060760ARECO7DJ060760ARECO90J0606504REC360J0606504RECO28J0606504RECO3DJ0606504RECO7DJ0606504RECO90J0604404REC360J0604404RECO28J0604404RECO3DJ0604404RECO7DJ0604404RECO90J060120GDET101J060120GDET201J060120GDET301J060120GPROG01J060120GTCOS01YT?lG"iD f A  c >  ` ;  ] 8   Z 5  |W2 yT/ 0160J0723300 0160J0722200 0160J0721101 0160J071530C 0160J0713104 0090J9H1J10M 0090J056F80F 0090J056E20E 0090J056D30G 0090J056C20D 0090J0565306 0090J0563304 0090J0561111 0090J055X10X 0090J055W10V 0090J055R10Q 0090J055Q40P 0090J055L70W 0090J055H102 0090J055G60W 0090J055G30G 0090J055F30F 0090J055D10D 0090J055A209 0090J0559138 0090J0559108 0090J0556105 0090J0554133 0090J0554103 0090J0553102 0090J055230B 0090J0552201 0200JA11TM0N 0200JA11SM0M 0200J0B2A205 0200J0B22304 0180J0B2G103 0180J0B28103 0180J0B27103 0180J0B25101 0180J0B21103 0180J0B1770B 0120J060CC0P 0120J060BC0P 0120J060AH00 0120J060AC0P 0120J0609K0T 0120J0605C0P 0110J9242100 0110J9241101 0110J7C14F01 0110J060SA09 0110J060L20H 0110J060K201 0110J0609806 0110J0608405 0110J0607F0A 0110J0607E0A 0110J060770A 0110J060760A 0110J0606504 0110J0604404 0110J060120G lSsDY* n ?  T % i : ~ O d 5  yJ_0tEZ+o@U&j; P!E4BC30001J0B0U0100220"E4BC30001J0B0S80J0220"E4BC30001J0B0R80M0220"E4BC30001J0B0Q80G0220"E4BC30001J0B0P80F0220"E4BC30001J0B0N80E0220"E4BC30001J0B0M80D0220"E4B350001J0B2G1030180"E4B350001J0B281030180"E4B350001J0B271030180"E4B350001J0B251010180"E4B350001J0B211030180"E4B350001J0B0U0100220"E4B350001J0B0S80J0220"E4B350001J0B0R80M0220"E4B350001J0B0Q80G0220"E4B350001J0B0P80F0220"E4B350001J0B0N80E0220"E4B350001J0B0M80D0220"E45C18H42J060CC0P0120"E45C18H42J060BC0P0120"E45C18H42J060AC0P0120"E45C18H41JZ121100ZZ10"E45C18H41J060K2010110"E45C18H41J060K10R0110"E45C18H41J060770A0110"E45C18H41J060760A0110"E45C18H41J06065040110"E45C18H41J06044040110"E45318H42J060CC0P0120"E45318H42J060BC0P0120"E45318H42J060AC0P0120"E45318H41JZ121100ZZ10"E45318H41J060K2010110"E45318H41J060K10R0110"E45318H41J060770A0110"E45318H41J060760A0110"E45318H41J06065040110"E45318H41J06044040110"E4B130001J0B2G1030180"E4B130001J0B281030180"E4B130001J0B271030180"E4B130001J0B251010180"E4B130001J0B211030180"E4B130001J0B0U0100220"E4B130001J0B0S80J0220"E4B130001J0B0R80M0220"E4B130001J0B0Q80G0220"E4B130001J0B0P80F0220"E4B130001J0B0N80E0220"E4B130001J0B0M80D0220"E45118H42J060CC0P0120"E45118H42J060BC0P0120"E45118H42J060AC0P0120"E45118H41JZ121100ZZ10"E45118H41J060K2010110"E45118H41J060K10R0110"E45118H41J060770A0110"E45118H41J060760A0110"E45118H41J06065040110"E45118H41J06044040110"E31B30001J0B2G1030180"E31B30001J0B281030180"E31B30001J0B271030180"E31B30001J0B251010180"E31B30001J0B211030180"E31B30001J0B0U0100220"E31B30001J0B0S80J0220"E31B30001J0B0R80M0220"E31B30001J0B0Q80G0220"E31B30001J0B0P80F0220"E31B30001J0B0N80E0220"E31B30001J0B0M80D0220"E31522G12J060CC0P0120"E31522G12J060BC0P0120"E31522G12J060AC0P0120"E31522G11JZ121100ZZ10"E31522G11J060K2010110"E31522G11J060K10R0110"E31522G11J060770A0110"E31522G11J060760A0110"E31522G11J06065040110"E31522G11J06044040110"*? & (   fM/P|V ףp= $@J0B27103J0B27103Doblegament simple (acer per armar) UNE 36-068Doblado simple (acero para armar) UNE 36-068e@ e@ 0180uuP`0*$ U̬C@J0B25101J0B25101Resistncia a tracci (acer per armar) UNE-EN ISO 15630-1Resistencia a traccin (acero para armar) UNE-EN ISO 15630-1@ @ 0180uuPk0*$ Jq= ף:@J0B21103J0B21103Caract. geomtriques (barres) UNE EN ISO 15630-1Caract. geomtricas (barras) UNE EN ISO 15630-1@ @ 0180uuPb0*$ F(\/@J0B1770BJ0B1770BDoblegament simple (acer laminat) UNE EN ISO 7438 2000Doblado simple (acero laminado) UNE EN ISO 7438 2000c@ b@ 0210uuPh0*$ (|m@J0B0U010J0B0U010Contingut de carboni equivalent Contenido de carbono equivalenteZ@ b@ 0220UUPtR0*$ =GzC@J0B0S80JJ0B0S80JContingut de carboni UNE 7014Contenido de carbono UNE 7014y@ ~@ 0220uuPznO0*$ <GzC@J0B0R80MJ0B0R80MContingut de nitrgen UNE 36-317-1Contenido de nitrgeno UNE 36-317-1Z@ _@ 0220uuPyT0*$ ;GzC@J0B0Q80GJ0B0Q80GContingut de fsfor UNE 7-029Contenido de fsforo UNE 7-029l@ r@ 0220uuP{oO0*$ :GzC@J0B0P80FJ0B0P80FContingut de silici UNE 7-028 1RContenido de slice UNE 7-028 1Ro@ u@ 0220uuPtR0*$ 9GzC@J0B0N80EJ0B0N80EContingut de mangans UNE 7-027Contenido de manganeso UNE 7-027n@ t@ 0220uuEsQ0*$ 8GzC@J0B0M80DJ0B0M80DContingut de sofre UNE 7-019Contenido de azufre UNE 7-019k@ q@ 0220uuPymN0*$ \( l@J060CC0PJ060CC0PExtracci i compressi testimoni 150x350 mm UNE-EN 12504-1 i UNE-EN 12390-3Extraccin y compresin testigo 150x350 mm UNE-EN 12504-1 y UNE-EN 12390-3@ @ 0120uuE}0*$ fffff6c@J060BC0PJ060BC0PExtracci i compressi testimoni 100x250 mm UNE-EN 12504-1 i UNE-EN 12390-3Extraccin y compresin testigo 100x250 mm UNE-EN 12504-1 y UNE-EN 12390-3@ @ 0120uuE}0*$ fffffM@J060AH00J060AH00Extracci i gruix d'un testimoni de formig d'una capa de pavimentExtraccin y espesor de un testigo de hormign de una capa de pavimentoW@ `@ 0120uuEt0*$ )\`@J060AC0PJ060AC0PExtracci i compressi testimoni 75x220 mm UNE 83303 Extraccin y compresin testigo 75x220 mm UNE 83303 @ @ 0120uuEg0*$ Q/}@J0609K0TJ0609K0TExtracci+tracci indirecta, 6 provetes testimoni formig endurit, UNE-EN 12504-1 i UNE-EN 12390-6Extraccin+traccin indirecta, 6 probetas testigo hormign endurecido, UNE-EN 12504-1 y UNE-EN 12390@ @ 0120uuE0*$ ̌D@J0605C0PJ0605C0PCompressi proveta testimoni UNE-EN 12504-1 i UNE-EN 12390-3Compresin probeta testigo UNE-EN 12504-1 y UNE-EN 12390-3@ @ 0120uuEn0*$ }fffff@JZ121100JZ121100Jornada d'inspector a planta de formigonatJornada de inspeccin en la planta de hormigonado8@ ;@ ZZ10diadaP\0*$ =ЦLΘ>> 0 0 | |" """ n  `   8*vhhŴ8Akkkk]7?= ף@ 011EQM2UF01(@BqHH<61/*Y?(\@010EAF5ALR7 AL.R7 1 1 1 C#*D#*E#*F# hh<61/* @ ףp=6@DE005K21B3011x@IHH<61/*7ˡE"@Gz@nt de 003EAVTU001@HH<61/*7?@l Mos.002EQ51U0028@AqHH<61/*7@(\f@R_TCER010EQM2UA05"Lectors 1 4 4 C#*D#*E#*F# jj<61/*7@@_T009EQM2UA04.@Z.HH<61/*7@)\ @  008EQM2UA03"Control 1 2 2 C#*D#*E#*F# jj<61/*7@(\@  007EQM2UA02!Lector 1 4 4 C#*D#*E#*F# ii<61/*7? ףp=N@b colu006EQM2UA01"Control 1 1 1 C#*D#*E#*F# jj<61/*7?Rk]@  005EQM2U002*@@3qHH<61/*\$@Y@_ID & 003EAVJLAM3@e HH<61/*\@(\@002EAVJLAM2C@1qHH<61/*\&@(\(@*@001EAVJLAM1E@/qHH<61/*<@)\@ 020KY03U000X@e HH<61/*<@p= }@_ID & 019EEKN1UC0@e HH<61/*[?(\@ AND L001EABGU0019@+qHH<61/*fffff`@= ףg@ 010E86BUTLA@e HH<61/*Cl@HzOc@ 009E86BUT10B@%qHH<61/*)\J@(\ms@ 005E898E240@w HH<61/*? |@ 006PPAUREPF#@#qHH<61/*Zd;OEZ@p= @ 004E898D240@e HH<61/* ףp= ?fffff8@ 002E89ABBJ0[@8^HH<61/*?? |@ID003PPAUSAN2#@3$HH<61/*A?i@ID001PPAUSAN3:@5^HH<61/*LVALl2 >  b~   !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`acdefghijklmnopqrstuvwxyz{|}~ Root Entry F`L9 16: @sWorkbook2_VBA_PROJECT_CUR"0.(/6`L9 16VBA/ /1/6pa16 \pitec Ba= ThisWorkbookS=@ X/#8X@"1VArial1VArial1VArial1VArial1VArial1 VArial1VAriaLVAL l1VArial1hVArial1VArial1VArial12VArial12VArial12VArial12VArial1VArial1FVArial1FVArial1VArial12VArial1 VArial1 VArial1 VArial1VTahoma12VArial12VArial12VArial12VArial1VArial1FVArial1FVArial1VArial12VArial1 VArial1 VArial #,##0\ "pta";\-#,##0\ "pta"% #,##0\ "pta";[Red]\-#,##0\ "pta"&!#,##0.00\ "pta";\-#,##0.00\ "pta"+&#,##0.00\ "pta";[Red]\-#,##0.00\ "pta"A*<_-* #,##0\ "pta"_-;\-* #,##0\ "pta"_-;_-* "-"\ "pta"_-;_-@_-D)?_-* #,##0\ _p_t_a_-;\-* #,##0\ _p_t_a_-;_-* "-"\ _p_t_a_-;_-@_-I,D_-* #,##0.00\ "pta"_-;\-* #,##0.00\ "pta"_-;_-* "-"??\ "pta"_-;_-@_-L+G_-* #,##0.00\ _p_t_a_-;\-* #,##0.00\ _p_t_a_-;_-* "-"??\ _p_t_a_-;_-@_-3#,##0\ " ";\-#,##0\ " "=#,##0\ " ";[Red]\-#,##0\ " "?#,##0.00\ " ";\-#,##0.00\ " "I"#,##0.00\ " ";[Red]\-#,##0.00\ " "q6_-* #,##0\ " "_-;\-* #,##0\ " "_-;_-* "-"\ " "_-;_-@_-k3_-* #,##0\ _ _-;\-* #,##0\ _ _-;_-* "-"\ _ _-;_-@_->_-* #,##0.00\ " "_-;\-* #,##0.00\ " "_-;_-* "-"??\ " "_-;_-@_-{;_-* #,##0.00\ _ _-;\-* #,##0.00\ _ _-;_-* "-"??LVAL \ _ _-;_-@_-"S";"S";"No"$"Verdadero";"Verdadero";"Falso"(#"Activado";"Activado";"Desactivado" 0.000! A_-* #,##0.00\ [$ -1]_-;\-* #,##0.00\ [$ -1]_-;_-* "-"??\ [$ -1]_-                   + ) , *     (@@  (@  ( @  (@  ( !   h@@    h@   h   h@   h @  !x , !x , !x@ , !x @ ,   " " "  "  H !8@ !8 "8@ @   (  h  h  h@  h @ !x@, !x @, "x "x "x "x@ "x "x@ "x@@ "x@ "x @  ( "8  8@@ 8 @ 8@@ 8 @ ""x@ LVAL ""x ""x "8@@ "8@ "8 @  (@@  (@  ( @ #"x@ #"x @ 8@@ 8@ 8 @  (@@  (@  (@ "8@@ "8@ "8 @  (  (  (  "x@   "x@   "x@   "x@@ ,  "x@ ,  "x@ , "x@ , "x@ , "x@ ,   (@@   (@  "8@   (@   (@ !8@ !8@  (  ( ! !8   !8 !8  !8   (@   (  (@    ( !8@@  ( !8  "x@@   "x@ , #"x@@ #"x@ #"x @ ""x@ ""x ""x "8@ "x@@ "x@ "x@ "x@@ "x@ "x @ "x@ "x "x "x@ "x "x 8@@ 8@ 8@ 8@@ 8@ 8@   (@@   (@   ( @ !8 LVAL  !8@  !   (@   (   (@@   (@  8@@  8@  8@  0@  0 @  8@  8    8  ( @  ( !8 !8@  h@ ,  h@@ , !x@  h@@  h@  h @ #"< #"< #"< ""< ""< ""< !x@@, !x@,  ( "8 "8  "x@@,  "x@,  "x@,  "x@, #"8@ #"8@ #"8 @ ""8@@ ""8@ ""8 @ "8@ @ "x@, "x@, "x@, 8@ @ 8@ @  8@@  8@  8 @  8@  8  8  "8@@  "8@  "8 @  8@  8  8  8@ @  8@  8@   (@   ( @  h@@ ,  h@ ,      ( ( (8@ (0@ (0 @   Euro                `& *$0120& 0120 (2)R"" LVAL  ;T  ;1 numvalors"h$(3  @@   0120OBRACoronaSondacmGruixN/mm2 ArmaduresCaracterstiques mecniquesNombre de testimonis a 28 diesTensi ruptura correg (N/mm2)i9q4N# }#Lcc  U4(LN v9  dMbP?_*+  % &x<?'i4F?(x<?)~?MHP LaserJet 21004C  a 4dXA4DINU"4L5a" dX & BP(?U } U} I} U} qU` `W@@@@ @     LVAL &&&&@&-&@&@&@&@&@&@&&&&@&@~ ~   ~ ?,  hiiiiiiiiii jjjk}STD@@ Extraccin de testigos!Extracci de testimonisBExtracci de testimoniskkkkkkkkl 111]}GD@@ DIRECCIN DE OBRADIRECCI D'OBRABDIRECCI D'OBRAmmmmmm P~}:D@@  REPETICION REPETICIB REPETICI~mmmc~}MD@@ Validado LaboratorioValidat LaboratoriBValidat Laboratori~~~mmnT@}>D@@  CONTRATISTA CONTRACTISTAB CONTRACTISTAqqqqqq Nx\}8D@@  CONTRASTECONTRASTB CONTRASTxqqqcxp}LMD@@ Anulado LaboratorioAnul.lat LaboratoriBAnul.lat LaboratorixxxqqrRw}<D@@  LABORATORIO LABORATORIB LABORATORI2xxxxttttttttttttttttt CCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCLVAL CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCX}BD@@ TRAMO / SECTOR TRAM / SECTORB TRAM / SECTOR Ns}[8D@@  LABORANTELABORANTB LABORANTsfs}JPD@@ Autocontrol Contrat.Autocontrol Contract.BAutocontrol Contract.sssCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCChw }RD@@ CODIGO ENCARGO / SERIECODI ENCRREC / SRIEBCODI ENCRREC / SRIExxxxtttttt Ov8}9D@@  CDIGO.LABCODI.LABB CODI.LABvtttPvL}:D@@  Hoja Tipo Full TipusB Full Tipusvvvttu d}nD@@ ,%DATOS DE IDENTIFICACION DE LA MUESTRA,"DADES D'IDENTIFICACI DE LA MOSTRAB%"DADES D'IDENTIFICACI DE LA MOSTRA2  !!!333334444445V |}@D@@  Localitzacin LocalitzaciB Localitzaci mmmmmmmmmn } oooooooooop y ]]]]zzzzz{ h \}RD@@ Fecha toma y recepc  @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @668"66:!668$668%668,66866:66< 66>.66@ :66B66D 66F 66H68668868: L'68<68> L68@68B 68D68F/68H6:66:86::"6:<,6:>6:@56:B L56:D 6:F!6:H6<6#6<8$6<:%6<<&6<>'6<@*6#966@ 668066: 66<366>66@F66B66D668#66:#66<#66>#66@#668#66:#66<#66>#66@# 66B# 66D# 66F# 66H#686#688#68:#68<#68>#68@#68B#668#66:#66<#66>66@#66B#66D<66F66H>686@68868:866866:66<66>66@366B66D 66F66H 686688 68:68< 68>'68@S68B:68D;66866:*66<66>+66@466Bg66D=66F L66H 686 688 L68: L68< )68>,68@.68B768D968F L68H 6:6 668M66: 66< L466> 66@ 66B #668E$668$$66:G$66<$66>"$66@$66B$66D$66F%668%66: %66< %66>%66@%66B%66D&668&66:0&66<2&66>`&66@&66B8'668(668(66:(66<!(66>"(66@ Y++668&+66:'+66<++66>),668(,66:),66< ,66>2-668--66:.-66</-66>%.668%/668//66:4/66<9/66>:/66@;/66B=/66D?/66FC7668Z766: 6766< 7766> +766@ -766B .766D /766F 0766H 17686 27688 <768: L@768< LA9668966:B668CB66:RC668RD668RD66:RD66<RD66>RE668RF668 YF66: YF66< YF66> YG668 YG66: YG66< YG66> Y G66@ Y G66B Y G66D Y G66F Y G66H YG686 YG688 YG68: YG68< YG68> YG68@ YG68B YG68D YG68F YG68H YG6:6 YG6:8 YG6:: YG6:< YG6:> YG6:@ YH668 YH66: Y H66< Y!H66> Y"H66@ Y#H66B Y$H66D Y%H66F Y&H66H Y'H686 Y(H688 Y)H68: Y*H68< H68> H68@ H68B H68D I668 I66: I66< I66> I66@ I66B I66D I66F I66H J668 J66: J66< L668 L66: L66< L66> L66@ L66B L66D L66F L66H L686 L688 M668 M66: M66< W668#X668^X66:_Y668MY66:NY66<OY66>PY66@QY66BRY66DSY66FTY66HUZ668Z66:Z66<Z66>bZ66@d^668R^66:R^66<R^66>R^66@R^66BR^66DR^66FR^66HR^686R^688R_668R_66:R_66<R_66>R_66@R_66BR`668R `66:R!`66<R"`66>R#`66@R$`66BR%`66DR&`66FR'`66HR(`686R)`688 Y`68: Ya668Rb668Rb66:R b66<R b66>R b66@R b66BR b66DR  @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @966<966>966@;668E;66:H;66<;66>;66@<668C<66: L%<66<#;<66> L:<66@ L8<66B L0<66D L/<66F L3<66H L1<686 L2<688 L(>668#">66:#!>66<>66>#7>66@ >66B L??668#&?66:#'?66< @668#(@66:#)@66<#*@66>#0@66@#,@66B#2@66D#.@66F#-@66H#3@686#4@688#5@68:A668 B668CB66:RB66< (C668RD668RD66:RD66<RD66>RE668RF668 Y/F66: YF66< YF66> YG668 YG66: YG66< YG66> Y G66@ Y G66B Y G66D Y G66F Y G66H YG686 YG688 YG68: YG68< YG68> YG68@ YG68B YG68D YG68F YG68H YG6:6 YG6:8 YG6:: YG6:< YG6:> YG6:@ YH668 YH66: Y H66< Y!H66> Y"H66@ Y#H66B Y$H66D Y%H66F Y&H66H Y'H686 Y(H688 Y)H68: Y*H68< H68> H68@ H68B H68D I668 I66: I66< I66> I66@ I66B I66D I66F I66H J668 J66: J66< L668 L66: L66< L66> L66@ L66B L66D L66F L66H L686 L688 M668 M66: M66< M66> M66@ M66B !M66D "M66F #M66H $M686 %N668 &O668 'O66: LO66< LR668 LR66: LR66< LR66> LR66@ LR66B LR66D LR66F L R66H L R686 L R688 L R68: L R68< LS668 LU668GU66:HU66< U66> U66@ U66B !V668 "V66: #V66< $V66> %V66@ &V66B 'W668#X668^X66:_Y668MY66:NY66<OY66>PY66@QY66BRY66DSY66FTY66HUY686 ;Y688 L&Z668Z66:Z66<Z66>bZ66@d[668 \668 \66: \66< \66> \66@ \66B\^668R^66:R^66<R^66>R^66@R^66BR^66DR^66FR^66HR^686R^688R^68:l^68<l^68>l_668R_66:R_66<R_66>R_66@R_66BR`668 Y,`66: Y-`66<l`66>l`66@l`66Bl`66Dl`66Fl`66Hl`686l`688l`68:la668Rb668Rb66:R b66<R b66>R b66@R b66BR b66DRc668 L)c66: L*c66< L+d668 L,d66: L-d66< L.e668 L6fLVALF c . q  2:xSirena interior amb senyalitzaci acstica, en caixa de plstic blanca. consum 110 ma a 12 vcc. nivell acstic:Sirena interior amb senyalitzaci acstica, en caixa de plstic blanca. consum 110 ma a 12 vcc. nivell acstic: 110 db. dimensions: 110 x 110 x 55 mm. model: spf-60. referncia plana fbrega: ala 001004 o similar equivalent.Sirena exterior en abs color vermell, de 85 dba, amb llum intermitent autoprotegida i autoalimentada per un acumulador incls en el subministrament de la sirena. modell matty de plana fabrega.Teclat per central networx i indicaci lcd. tecles illuminades interiorment. dimensions: 162 x 134 x 25 mm. model: nx-148. marca: caddx. referncia plana fbrega: ala 000054 o similar equivalent.Font d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - 50 hz. sortida de tensi de treball 13,8 vcc. alimentaci 3a. marca plana fbrega model fa-1203 o similar equivalent.Bateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x 65 mm. (alt x llarg x ample). pes: 2,58 kg. model: dm 12-7. marca: diamec. referncia plana fbrega: ala 006001 o similar equivalent.Mdul d'expansi de 8, 16 zones o 8 zones + 8 tamper per installar-lo a la central o remotament. en aquest cas, disposa d'entrada de tamper per la caixa que el contingui. alimentaci: 12 vdc, 30 ma. model: nx-216e. marca: caddx. referncia plana fbrega: ala 000255 o similar equivalent.Central microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zones de detecci, ampliables a 192. programable per teclat o amb programador. 66 codis d'usuari de 6 dgits o 99 de 4 xifres. transmissor digital incorporat compatible amb la majoria dels formats. admet fins a 8 particions reals amb nmero d'abonat diferent i fins a 24 teclats. disposa de 4 sortides auxiliars per tensi programables. memria de 185 posicions. possibilitat de connectar impressora d'incidncies. microinterruptor de tamper i rel auxiliar. transformador de 25 va. dimensions: 290 x 290 x 95 mm. model: networx nx-8e. marca: caddx. referncia plana fbrega: ala 000250 o similar equivalent.Placa de senyalitzaci interior per a indicaci de mesures de salvament i vies d'evacuaci, de 210 x 297 mm, amb pintura fotoluminiscent segons normes UNE y DIN, per a fixar mecnicamentExtintor de pols seca polivalent, de crrega 6 kg, d'eficacia 21a-113b/c, amb pressi incorporada, acabat exteriorment amb pintura epoxi de color vermellExtintor de dixid de carboni, de crrega 5 kg, amb pressi incorporada, pintatArmari per a extintor per a muntar superficialmentPart proporcional delements especials per a extintorsCable per a transmissi de vdeo d'atenuaci normalCaixa de derivacio quadrada de plastic, de 120x120 mm, amb grau de proteccio normal i per a muntar superficialmentObreportes elctric d'accionament automtic, amb palanca de desbloqueig i per a encastar a la porta amb fundaTelfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'obertura lateral que permet accionar l'obreportes sense necessitat de despenjar. s'instal" la amb cable de 4 conductors. instal" lat i comprovat. model: pe202003Alimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). marca auta, model atf-12 o similar equivalent.LVAL inData presa i recepciBData presa i recepci ]]]]~~~~~~r y ]]]]zzzzz{ g \} QD@@ Hora toma y recepcinHora presa i recepciBHora presa i recepci ]]]]qqqqqqrc  } MD@@ Resistencia (N/mm2)Resistncia (N/mm2)BResistncia (N/mm2) ~~~~~~~~~r K \H} 5D@@ MuestraMostra B Mostra  ]]]]zzzzzz{aX} KD@@ Tamao mx. ridoGrandria mx. ridBGrandria mx. ridtttttttttu Z\ } DD@@ Lugar de ensayoLloc d'assaigsBLloc d'assaigs]]]]AAAAAA^\} FD@@ ESPECIFICACIONESESPECIFICACIONSBESPECIFICACIONS2 """""""!!!!!""""""#\V}FD@@ Tipo de controlTipus de controlBTipus de control2WWWWWWWWWWWWWWWWWWWWWWX}AD@@  Condicionante Condicionant B Condicionant 2AAAAAAAAAAAAAAAAAAAAAs}]D@@ #ENSAYOS REALIZADOS/NORMATIVA$ASSAIGS REALITZATS / NORMABASSAIGS REALITZATS / NORMA !!!!! J8}4D@@  UnidadUnitat B Unitat `aN_H}8D@@  ResultadoResultatB Resultat `a\_\}FD@@ EspecificacionesEspecificacionsBEspecificacions````a~ @ |}D@@ aZExtraccin y LVAL espesor de un testigo de hormign o de grava-escoria de una capa de pavimento\RExtracci i gruix d'un testimoni de formig o grava-escria d'una capa de pavimentBURExtracci i gruix d'un testimoni de formig o grava-escria d'una capa de paviment G $$}1D@@  Anul.Anul.BAnul. $bcd cdIe0} 3D@@  mnimamnimaB mnima fgIe@}3D@@  mximamximaB mxima fg222  0 `! Z[  & ~ 4@ P} D@@ <5Extraccin y compresin testigo 75x220 mm UNE 83-304 @6Extracci i compressi testimoni 75x220 mm UNE 83-304 B96Extracci i compressi testimoni 75x220 mm UNE 83-304  G &}1D@@  Anul.Anul.BAnul. 'bcd cdIe} 3D@@  mnimamnimaB mnima fgIe}3D@@  mximamximaB mxima fgdY}ND@@ Geometria testimonioGeometria testimoniBGeometria testimoni2ZZZZZZZZZZZZZZZ[9 R>?@wN}aD@@ %Designacin probeta testimonio&Designaci proveta testimoniBDesignaci proveta testimoniOOOP~ F? G~  F@ G~  F@ G~ F@G~ F@G~ F@G}=9:WNP}AD@@  Dimetro (cm) Dimetre (cm)B Dimetre (cm)2OOOPDEDEDEDEDEDE}=9:SNl}=D@@LVAL   Altura (cm) Alada (cm)B Alada (cm)JOOOPDEDEDEDEDEDE}=9:.////////BBB%VN }@D@@  Seccin (cm2) Secci (cm2)B Secci (cm2)2OOOPDEDEDEDEDEDE}=9:WN}AD@@  Volumen (cm3) Volumen (cm3)B Volumen (cm3)2OOOPDEDEDEDEDEDE}=9:NN}8D@@ Masa (g) Massa (g)B Massa (g)2OOOPDEDEDEDEDEDE}=9: K2LLLLLLLLLLLLLLLM}=9:wN}aD@@ %Designacin probeta testimonio&Designaci proveta testimoniBDesignaci proveta testimoniOOOP~ F? G~  F@ G~  F@ G~ F@G~ F@G~ F@G}=9:lN }VD@@ Edad del hormign (das)!Edat del formig (dies)BEdat del formig (dies)2OOOPDEDEDEDEDEDE}=9:D%lr"  y" 0jZNDN &@!&@"&@#&@$&@%&@&&@'&@(&@)&*&@+&@,&@-&@.&@/&012@3@4@5@6@7@8@9@:@;@<@=>@?@^ N< }HD@@ Densidad (gr/cm3)Desitat (gr/cm3)BLVAL Desitat (gr/cm3) OOOPF D` }Q0#$B DDB EF Dd } 0#$ B D D B EF Dh } 0#$ B D D B EF Dl } 0#$B DDB EF Dp } 0#$B DDB EF Dt } 0#$B DDB E}=9:j!Nx } TD@@ Carga de rotura P (T)"Crrega de ruptura P (T)BCrrega de ruptura P (T)2!OOOPDEDEDEDEDEDE}=9:s"N }!]D@@ "Tensin de rotura f (N/mm2)%Tensi de ruptura f (N/mm2)BTensi de ruptura f (N/mm2)"OOOPJ"D }4#$B dD!DB" EJ" D }"4#$ B dD! D B" EJ" D }" 4#$ B dD! D B" EJ"D }" 4#$B dD!DB"EJ"D }"4#$B dD!DB"EJ"D }"4#$B dD!DB"E}=9:f#N }"PD@@ Factor de esbeltez eFactor d'esbeltessa eBFactor d'esbeltessa e2#OOOPDEDEDEDEDEDE}=9: $N $OOOPJ$D( } 4#%"#B D#D"B$ EJ$ D, }$4#%"# B D# D" B$ EJ$ D0 }$ 4#%"# B D# D" B$ EJ$D4 }$ 4#%"#B D#D"B$EJLVAL $D8 }$4#%"#B D#D"B$EJ$D< }$4#%"#B D#D"B$E}=9:[%N@ }#ED@@ Tipo de roturaTipus de rupturaBTipus de ruptura2%OOOPDEDEDEDEDEDE}=9:M&Nd }%7D@@ DefectosDefectesB Defectes2&OOOPDEDEDEDEDEDE   ;<8'VWWWW 'S (' TTTTUKLMKLMQQRHIJ(XAAAAm(Sx }&WD@@ Resist. mnima a 28 das"Resist. mnima a 28 diesBResist. mnima a 28 dies( TTTTU (K(LMKLMQQRHIJ~ )4@ )) }( D@@ <5Extraccin y compresin testigo 100x250 mm UNE 83-304@6Extracci i compressi testimoni 100x250 mm UNE 83-304B96Extracci i compressi testimoni 100x250 mm UNE 83-304) G) & })1D@@  Anul.Anul.BAnul.) 'bcd cdI)e( }) 3D@@  mnimamnimaB mnima )fgI)e8 })3D@@  mximamximaB mxima )fgd*YH })ND@@ Geometria testimonioGeometria testimoniBGeometria testimoni2*ZZZZZZZZZZZZZZZ[9 R>?@w+Np }*aD@@ %Designacin probeta testimonio&Designaci proveta testimoniBDesignaci proveta testimoni+OOOP~ +F?+ G~ + F@+ G~ + F@+ G~ +F@+G~ +F@+G~ +F@+G}=9:W,N }+AD@@  Dimetro (cm) Dimetre (cm)B DLVAL imetre (cm)2,OOOPDEDEDEDEDEDE}=9:S-N },=D@@  Altura (cm) Alada (cm)B Alada (cm)J-OOOPDEDEDEDEDEDE}=9:.////////BBB%V.N }-@D@@  Seccin (cm2) Secci (cm2)B Secci (cm2)2.OOOPDEDEDEDEDEDE}=9:W/N }.AD@@  Volumen (cm3) Volumen (cm3)B Volumen (cm3)2/OOOPDEDEDEDEDEDE}=9:N0N }/8D@@ Masa (g) Massa (g)B Massa (g)20OOOPDEDEDEDEDEDE}=9: 1K21LLLLLLLLLLLLLLLM}=9:w2N, }0aD@@ %Designacin probeta testimonio&Designaci proveta testimoniBDesignaci proveta testimoni2OOOP~ 2F?2 G~ 2 F@2 G~ 2 F@2 G~ 2F@2G~ 2F@2G~ 2F@2G}=9:l3Nh }2VD@@ Edad del hormign (das)!Edat del formig (dies)BEdat del formig (dies)23OOOPDEDEDEDEDEDE}=9:^4N }3HD@@ Densidad (gr/cm3)Desitat (gr/cm3)BDesitat (gr/cm3)4OOOPF4D } $0#$/B D0D/B4 EF4 D } 40#$/ B D0 D/ B4 EF4 D } 4 0#$/ B D0 D/ B4 EF4D } 4 0#$/B D0D/B4EF4D } 40#$/B D0D/B4EF4D } 40#$/B D0D/B4E}=9:j5N }4TD@@ CaLVAL rga de rotura P (T)"Crrega de ruptura P (T)BCrrega de ruptura P (T)25OOOPDEDEDEDEDEDE}=9:s6N }5]D@@ "Tensin de rotura f (N/mm2)%Tensi de ruptura f (N/mm2)BTensi de ruptura f (N/mm2)6OOOPJ6D@ } "4#$.B dD5D.B6 EJ6 DD } 64#$. B dD5 D. B6 EJ6 DH } 6 4#$. B dD5 D. B6 EJ6DL } 6 4#$.B dD5D.B6EJ6DP } 64#$.B dD5D.B6EJ6DT } 64#$.B dD5D.B6E}=9:f7NX }6PD@@ Factor de esbeltez eFactor d'esbeltessa eBFactor d'esbeltessa e27OOOPDEDEDEDEDEDE}=9: 8N 8OOOPJ8D } 44#%67B D7D6B8 EJ8 D } 84#%67 B D7 D6 B8 EJ8 DR } 8 4#%67 B D7 D6 B8 EJ8D } 8 4#%67B D7D6B8EJ8D } 84#%67B D7D6B8EJ8D } 84#%67B D7D6B8E}=9:[9NS }7ED@@ Tipo de roturaTipus de rupturaBTipus de ruptura29OOOPDEDEDEDEDEDE}=9:M:N }97D@@ DefectosDefectesB Defectes2:OOOPDEDEDEDEDEDE   ;<8;VWWWW ;S (; TTTTUKLMKLMQQRHIJ<XAAAAH  = ^ ~Ņ0?Gz?Gz?Gz?Gz?@A"__BGW2A000P.p.accessoris p/canals plstics8@0UBGW2A000ETVEN.3VEN.3 0?33333_@33333_@33333_@@ @mb fulla de e, a__BQM2U002Portill motoritzat bidireccional GasStile S amb columne de 950 mm. d'alada, amb fulla de vidre, am@ uBQM2U002INVEN.3VEN.3KAA77777333333)'0?fffff@fffff@fffff@@ @nnebo o equint, __BQM2U001Moble amb torn i trpode model TrisStile RO, electromecnic bidireccional de Gunnebo o equivalent, a@ uBQM2U001INVEN.3VEN.3KAA77777333333)'0?333333 @333333 @333333 @333333 @@ida.PAR_FAM_ID))Y03') AND (P__B89Z6000Pintura siloxansPintura de siloxanskgB89Z6000ETB89Z6000Banc GISA Edificaci Obra NovaVEN.3J@@ 0?:@:@:@:@ t@gruix, amb perfia pe__B0CC1REGRegistre de 45x45 cm. amb placa de guix laminat per a revestir de 10 mm de gruix, amb perfileria per@ uB0CC1REGETVEN.3VEN.3KAA77777333333)' 0? ףp=R@ ףp=R@ ףp=R@ ףp=R@r@ci de la lluminat, sensibil__BHT1B010Interruptor crep.p/com.autom.,sens.=2-200lux,temp.,I=1-10A,p/fixar pressi@ uBHT1B010ETVEN.3VEN.31''  0?'@'@'@'@ @umnOrderColumnHnDescriptio__BJ2Z1121Aixeta senz.mural,p/munt.superf.,cromat,preu alt,sortida 3/4 i entrada 1/2@ UBJ2Z1121ETVEN.3VEN.35++!!!!! 0?)\(?)\(?)\(?)\(? @umnOrderColumnHnDescriptio__BFC91PB6Tub poliprop.multic amb tub int.poliprop.,D=16mm,nima alum.,protecci ext.poliprop.,pres=20bar@ MBFC91PB6ETVEN.3VEN.3F<<22222......$" 0?zG?zG?zG?zG? @' ()*+, - . 123456__BFWC1320Accessori p/tubs polipr.pres.D=16mm,p/soldarS@ UBFWC1320ETVEN.3VEN.3   0????? @' ()*+, - . 123456__B0A75600Abraadora plstica,d/int.=16mm4@ UB0A75600ETVEN.3VEN.3 0?{Gz?{Gz?{Gz?{Gz? @' ()*+, - . 123456__BFYC1320Pp.elem.munt.p/tubs polipr.pres.D=16mm,soldatl@ UBFYC1320ETVEN.3VEN.3   LVAL m<S }:WD@@ Resist. mnima a 28 das"Resist. mnima a 28 diesBResist. mnima a 28 dies< TTTTU <K<LMKLMQQRHIJ~ =4@ ==}< D@@ <5Extraccin y compresin testigo 150x350 mm UNE 83-304@6Extracci i compressi testimoni 150x350 mm UNE 83-304B96Extracci i compressi testimoni 150x350 mm UNE 83-304= G= &x}=1D@@  Anul.Anul.BAnul.= %bcd cdI=e }= 3D@@  mnimamnimaB mnima =fgI=e }=3D@@  mximamximaB mxima =fgd>Y}=ND@@ Geometria testimonioGeometria testimoniBGeometria testimoni2>ZZZZZZZZZZZZZZZ[9 R>?@w?N}>aD@@ %Designacin probeta testimonio&Designaci proveta testimoniBDesignaci proveta testimoni?OOOP~ ?F?? G~ ? F@? G~ ? F@? G~ ?F@?G~ ?F@?G~ ?F@?G}=9:D'l > NZNDN > NZ@&@A&@B&@C&D&E&F&@G&@H&@I&@J&@K&@L&@M&@N&@O&@P@Q@R@ST@W@N}?AD@@  Dimetro (cm) Dimetre (cm)B Dimetre (cm)2@OOOPDEDEDEDEDEDE}=9:SAN$}@=D@@ B LVALR {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Aparells d'usuari de comunicaci\'f3 telef\'f2nica o video-telef\'f2nica de taula o muntats a la paret.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Connexi\'f3 a la xarxa del circuit de comunicaci\'f3\par - Fixaci\'f3 {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Aparells d'usuari de comunicaci\'f3 telef\'f2nica o video-telef\'f2nica de taula o muntats a la paret.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Connexi\'f3 a la xarxa del circuit de comunicaci\'f3\par - Fixaci\'f3 al lloc previst.\par CONDICIONS GENERALS:\par Ha de quedar correctament connectat a la instal\'b7laci\'f3 segons les instruccions del fabricant.\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Toler\'e0ncies d\'92instal\'b7laci\'f3 per a aparells muntats a la paret:\par - Posici\'f3: \'b1 20 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL  Altura (cm) Alada (cm)B Alada (cm)JAOOOPDEDEDEDEDEDE}=9:.////////BBB%VBN<}A@D@@  Seccin (cm2) Secci (cm2)B Secci (cm2)2BOOOPDEDEDEDEDEDE}=9:WCNX}BAD@@  Volumen (cm3) Volumen (cm3)B Volumen (cm3)2COOOPDEDEDEDEDEDE}=9:NDNt}C8D@@ Masa (g) Massa (g)B Massa (g)2DOOOPDEDEDEDEDEDE}=9: EK2ELLLLLLLLLLLLLLLM}=9:wFN}DaD@@ %Designacin probeta testimonio&Designaci proveta testimoniBDesignaci proveta testimoniFOOOP~ FF?F G~ F F@F G~ F F@F G~ FF@FG~ FF@FG~ FF@FG}=9:lGN}FVD@@ Edad del hormign (das)!Edat del formig (dies)BEdat del formig (dies)2GOOOPDEDEDEDEDEDE}=9:^HN}GHD@@ Densidad (gr/cm3)Desitat (gr/cm3)BDesitat (gr/cm3)HOOOPJHD} 84#%CDB DDDCBH EJH D} H4#%CD B DD DC BH EJH D } H 4#%CD B DD DC BH EJHD$} H 4#%CDB DDDCBHEJHD(} H4#%CDB DDDCBHEJHD,} H4#%CDB DDDCBHE}=9:jIN0}HTD@@ Carga de rotura P (T)"Crrega de ruptura P (T)BCrrega de ruptura P (T)LVAL/& {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Aparells de comunicaci\'f3 telef\'f2nica o video-telef\'f2nica, amb o sense secret de conversa, per a taula o per a muntar a paret.\par S'han considerat els tipus seg\'fcents:\par - Comunicaci\'f3 nom\'e9s telef\'f2nica\par - Comunicaci\'f3 telef\'f2nica i recepci\'f3 de video\par - Amb secret de conversa\par - Sense secret de conversa\par CARACTER\'cdSTIQUES GENERALS:\par Aparell destinat a la comunicaci\'f3 individual des de cada punt amb la centralitzaci\'f3.\par Ha de tenir una base i un microtel\'e8fon unit a la base amb un cord\'f3 flexible multifilar, amb un element ac\'fastic de trucada.\par A la base hi ha d'haver:\par - Un polsador per a obrir la porta\par - Un polsador per a trucar a consergeria\par Si l'aparell es amb secret de conversa, ha de tamb\'e9 incloure un senyal de preav\'eds de final de temps de comunicaci\'f3.\par El microtel\'e8fon ha de tenir els dos transductors electroac\'fastics, el micr\'f2fon i el receptor, col\'b7locats en un allotjament antixoc. Tot el conjunt descrit no ha de patir cap deteriorament en caure lliurement sobre una superf\'edcie llisa i indeformable pel xoc, des d'una al\'e7\'e0ria <= 1 m.\par En posici\'f3 de rep\'f2s el microtel\'e8fon s'ha d'allotjar sobre la base, de manera que el seu recolzament actui sobre una lleva, la funci\'f3 de la qual \'e9s moure un paquet de contactes el\'e8ctrics situats a l'interior de la base. Aquests contactes han de predisposar l'aparell per a la comunicaci\'f3, quan el microtel\'e8fon estigui al\'e7at i per a l'espera de senyal de trucada quan estigui recolzat.\par A LVAL PARELLS DE COMUNICACI\'d3 VIDEO-TELEF\'d2NICA:\par Ha d'haver a la base un monitor per a la recepci\'f3 d'imatge.\par El monitor ha de tenir una pantalla de 6" i els comandaments seg\'fcents:\par - Interruptor per a connexi\'f3-desconnexi\'f3\par - Indicador llumin\'f3s de connexi\'f3\par - Comandament lineal de brillantor\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixa, inclosos els cargols de fixaci\'f3.\par Emmagatzematge: Dins del seu embalatge, protegit contra impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }0UЬXϰ\ ` ``` d  h  l  p  t x$|(,048<@EMD31441B0A61600@@:53-(& 333333?ffffff@?333333?EG151812A013H000@@:53-(& 333333?$C@?333333?EG151812A012H000@@:53-(& ?(\@??EG151812BG151812@@:53-(& ?Q???EG151812BGW15000@@:53-(& ?zGC@??EP24P20AA012M000@@:53-(& ?{Gz2@??EP24P20ABP24P20A@@:53-(& ?zG>@??EP24P20AA013M099@@:53-(& ?Hz3@??EP255229A013M000@@:53-(& ?Q6@??EP255229A012M000@@:53-(& ?K@??EMD41079BMD41079@@:53-(& ?Q&@??EMD41079A012M000@@:53-(& ?Hz#@??EMD41079A013M000@@:53-(& ?zG_@??EMD31443BMD31443@@:53-(& @333333??@EMD31443B0A61600@@:53-(& ?Q&@??EMD31443A012M000@@:53-(& ?Hz#@??EMD31443A013M000@@:53-(& ?Q@??EMD31206A012M000@@:53-(& ?Hz@??EMD31206A013M000@@:53-(& @333333??@EMD31441B0A61600@@:53-(& ?Q&@??EMD31441A012M000@@:53-(& ?Hz#@??EMD31441A013M000@@:53-(& ?{Gz(@??EMD31441BMD31441@@:53-(& ?Q%P@??EMD31442BMD31442@@:53-(& @333333??@EMD31442B0A61600@@:53-(& ?Q6@??EMD31442A012M000@@:53-(& ?Hz3@??EMD31442A013M000@@:53-(& ?)\l@??EMD3144TBMD31440@@:53-(& @333333??@EMD3144TB0A61600@@:53-(& ?V-B@??EMD3144TA012M000@@:53-(& ?sh|??@??EMD3144TA013M000@@:53-(& 333333?$C @?333333?EMDBU005A012M000@@:53-(& ?Gz @??EMDBU005BMDBU005@@:53-(& 333333?V-o@?333333?EMDBU005A013M000@@:53-(& ?sh|?@??EM31351KA013M000@@:53-(& ?V-"@??EM31351KA012M000@@:53-(& ?)\(???EM31351KBMY31000@@:53-(& ?ףp= ;@??EM31351KBM3A1000@@:53-(& ?= ףp]@??EM31351KBM313511@@:53-(& ?fffffFA@??EM31262KBM312611@@:53-(& ?)\(???EM31262KBMY31000@@:53-(& ?ףp= ;@??EM31262KBM3A1000@@:53-(& ?sh|?@??EM31262KA013M000@@:53-(& ?V-"@??EM31262KA012M000@@:53-(& ?Pn???EP272013BP272010@@:53-(& p= ף?䃞ͪO@?p= ף?EP272013A013M000@@:53-(& p= ף?k @?p= ף?EP272013A012M000@@:53-(&LVAL 2IOOOPDEDEDEDEDEDE}=9:sJNd}I]D@@ "Tensin de rotura f (N/mm2)%Tensi de ruptura f (N/mm2)BTensi de ruptura f (N/mm2)JOOOPbJDS} 6L#$IB #$BB B%dDIDBBJ EbJ D} JL#$I B #$B B B%dDI DB BJ EbJ D} J L#$I B #$B B B%dDI DB BJ EbJD} J L#$IB #$BB B%dDIDBBJEbJD} JL#$IB #$BB B%dDIDBBJEbJD} JL#$IB #$BB B%dDIDBBJE}=9:fKN}JPD@@ Factor de esbeltez eFactor d'esbeltessa eBFactor d'esbeltessa e2KOOOPDEDEDEDEDEDE}=9: LN LOOOPJLD} H4#%JKB DKDJBL EJL D} L4#%JK B DK DJ BL EJL D} L 4#%JK B DK DJ BL EJLD} L 4#%JKB DKDJBLEJLD} L4#%JKB DKDJBLEJLD} L4#%JKB DKDJBLE}=9:[MN}KED@@ Tipo de roturaTipus de rupturaBTipus de ruptura2MOOOPDEDEDEDEDEDE}=9:MNN}M7D@@ DefectosDefectesB Defectes2NOOOPDEDEDEDEDEDE   ;<8OVWWWW OS (O LVAL TTTTUKLMKLMQQRHIJPXAAAAmPS0}NWD@@ Resist. mnima a 28 das"Resist. mnima a 28 diesBResist. mnima a 28 diesP TTTTU PKPLMKLMQQRHIJ`Qad}PJD@@ Criterios de EnsayoCriteri d'AssaigBCriteri d'Assaig2Q: : : : : : : : : : : : : : : : : : : : : S4R " " " " " " " " " " " " " " " " " " " " "  VSa}@D@@  Observaciones ObservacionsB Observacions2S: : : : : : : : : : : : : : : : : : : : : S4T "!./DNY> N8$ 2 1"   (  F j   0M ] @   "3` :2 ` :2 "!3d23 M 4 3QQQQ3_  NM ]  <4E4 3QQQQ3_ M NM ] 31 x 4E4D$% MP(3O& Q4$% MP(3O& Q4FA3 3Ojd 3*@#M& 43*LVAL #M& 4523 M 43d" 3_ M NM ] MM<444% " M3O& Q'44eee rj   0M ]@t   "t3` I2` I2"!"!3d23 M 4 3QQQQ3_  NM ] 31 x 4E4D$% MP(3O&Q4$% MP(3O&Q4FAc X3Oj2"!< 3*#M&43*#M&4523 M 43d" 3_ M NM ] MM<444% " M3O&Q'44eee ld  s *  ]   "LVAL 3` I` IF` IF` I` I2  ,(   ,r ,  0 W9 &  @ ]W9  <150<ll , s * W9  @e e ]W9 < <100<ll , s * 0X9  @  ]0X9 \ <80<ll , s * X9  @  ] X9 l <50<ll , s * X9  @= = ]X9 | <40<rr ,  0 Y9 &  @  ] Y9 R <25<ll , s * pY9  @  ]pY9 S <20<rr ,  0 Y9 &  @` ` ]Y9  <10<ll  , s * Z9  @  ] Z9  <5<LVAL ll  , s * `Z9  @w w ] `Z9  <2<ll  , s * Z9  @  ] Z9  <0,40<ll  , s * [9  @ ] [9   <0,08<"!"!3d23 M 4 3QQQQ3_  NM  31 x4E4 3QQQQ3_  NM  31 x4J[^@4 3QQQQ3_  NM  31 x4J[^@4D$% MP(3O&Q4$% MP(3O&Q4FA x 3Ok 3*vx/ @ #M! M43*Y@$@$@M&! M! M4% f9 M 3O &Q "TAMISSOS U.N.E.'4%   uM Z3O &Q % PLVAL ASSA'4523  43d" 44%  `" BMP3O &Q  SL'44eee xx I  6 d[9 XPP?  < -]4I@d[9 P ! `} K" >0X <in-situ laboratori <rxx J  6 [9 XPP?  < -]4J@[9  {*z& PE, GX <presa en obra rebuda< JITeCIITeC>@:OOOOPP PPPPPPPPOPOO OOOONNNN NN NN NNNNNNMMMMMM>NMMMM MM MM LLLL LL LL LLLLLLKKKKKKKKKK KK KK JJJJ JJ JJ JJJJJJIIIIIIIIII II II HHHH HH HH HHHHHHGGGGGGGGGG GG GG FFFF FF FF DDDDDD DD DD ====>N;<;; ;;;;FFFFFF;;;;<< <<<<<<<<::::::*:999999888888:::: :: :: 9999 99 99 8888 88 88 7777 77 77 7777776666666666 66 66 5555 55 55 5555554444444LVAL 444 44 44 3333 33 33 3333332222222222 22 22 110000000000 00 00 //// // // //////--#%*:......,,--.... .. .. ---- -- -- ----,, ,, ,,,,++++ ++ ++ )))) **))))???? ?? ==== >>?? ??????,,,,            RRTTQQSSEECCCCCCDDDDCCCC CC CC @@@@ @@ @@ BBBBBBAAAAAA AA AA AAAABBBB BB BB ))====AA#%@@@@@@++++++))&                          #%&             !!""##LVAL $$%%&&''(('' (( '(%% && && ''((''''((((!! "" ## $$   !! !! "" && ## $$ %% %% !!""##$$%%&&"" ## $$  !!""##$$%%&& !!""##$$%%&&7Hoja2ggD  D  dMbP?_*+  % &zG?(?M\\PLUTO\HP LaserJet 44C  a 4dXA4DINU"4 " dX(\?U } } q} } U} } qD&`@W@@@ @  & ! 0 `9 R}    "!aS~x" LVAL      @@@&@&@&@&&&&@&@&@&@&@&@&@&@&@&@~ ~   ~ ?,  hiiiiiiiiii jjjk})TD@@ Extraccin de testigos!Extracci de testimonisBExtracci de testimoniskkkkkkkk]}GD@@ DIRECCIN DE OBRADIRECCI D'OBRABDIRECCI D'OBRAWWWWWW P}:D@@  REPETICION REPETICIB REPETICIWWWT}>D@@  CONTRATISTA CONTRACTISTAB CONTRACTISTAzzzzzz N$}8D@@  CONTRASTECONTRASTB CONTRASTzzzRw8}<D@@  LABORATORIO LABORATORIB LABORATORI2xxxxAAAAAAAAAAAAAAAAA 111 2XP}BD@@ TRAMO / SECTOR TRAM / SECTORBLVAL  TRAM / SECTOR$fl}2PD@@ Autocontrol Contrat.Autocontrol Contract.BAutocontrol Contract.zz{hw}RD@@ CODIGO ENCARGO / SERIECODI ENCRREC / SRIEBCODI ENCRREC / SRIE$xxxxAAAAAAxxxxxPx}:D@@  Hoja Tipo Full TipusB Full TipusxxxAA^\ }SK[FD@@ ESPECIFICACIONESESPECIFICACIONSBESPECIFICACIONS2  !!!!!!!!!!!!""""""#\ V} FD@@ Tipo de controlTipus de controlBTipus de control2 WWWWWWWWWWWWWWWWWWWWWW X } AD@@  Condicionante Condicionant B Condicionant 2 AAAAAAAAAAAAAAAAAAAAAs <} ]D@@ #ENSAYOS REALIZADOS/NORMATIVA$ASSAIGS REALITZATS / NORMABASSAIGS REALITZATS / NORMA  !!!!! J t} 4D@@  UnidadUnitat B Unitat `aN _ } 8D@@  ResultadoResultatB Resultat `a\ _} FD@@ EspecificacionesEspecificacionsBEspecificacions ````a~ 4@ 0 }sD@@ ,%Compresin probeta testigo UNE 83-3041'Compressi proveta testimoni UNE 83-304B*'Compressi proveta testimoni UNE 83-304  G $} 1D@@  Anul.Anul.BAnul. %bcd cdI e} 3D@@  mnimamnimaB mnima fgI e$} U LVALe {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Obreportes el\'e8ctrics encastats a la porta.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Connexi\'f3 a la xarxa el\'e8ctrica del circuit\par - Fixaci\'f3 de l'aparell al seu lloc previst\par CONDICIONS GENER{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Obreportes el\'e8ctrics encastats a la porta.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Connexi\'f3 a la xarxa el\'e8ctrica del circuit\par - Fixaci\'f3 de l'aparell al seu lloc previst\par CONDICIONS GENERALS:\par S'ha de col\'b7locar encastat al marc de la porta a l'al\'e7\'e0ria corresponent perqu\'e8 hi encaixi el pestell del pany.\par Ha de permetre el desbloqueig de la porta en rebre el senyal el\'e8ctric, i ha de garantir que no es pot obrir si no es reb.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }LVAL3& {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 10.0.321.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Obreportes el\'e8ctrics, manuals o autom\'e0tics, amb o sense palanca de desbloqueig, per a encastar a la porta, amb o sense funda.\par S'han considerat les caracter\'edstiques seg\'fcents:\par - Accionament normal.\par - Accionament autom\'e0tic.\par - Amb palanca de desboqueig.\par - Sense palanca de desbloqueig.\par - Amb funda.\par - Sense funda.\par CARACTER\'cdSTIQUES GENERALS:\par Mecanisme destinat a l'allotjament del pestell de la porta, amb el seu cantell retenidor movible electr\'f2nicament a voluntat des dels punts individuals, per tal de poder franquejar la porta.\par OBREPORTES D'ACCIONAMENT MANUAL:\par El retenidor ha de quedar sense fixaci\'f3 mentre es mantingui oprimit el polsador en el punt individual.\par OBREPORTES D'ACCIONAMENT AUTOM\'c0TIC:\par El retenidor ha de quedar sense fixaci\'f3 en rebre una polsaci\'f3 instant\'e0nia des del punt individual. Un cop s'hagi tornat a tancar la porta, el retenidor ha de quedar novament fixat fins a la pr\'f2xima operaci\'f3.\par OBREPORTES AMB PALANCA DE DESBLOQUEIG:\par Ha de tenir un dispositiu manual per a deixar permanentment sense fixaci\'f3 el retenidor.\par OBREPORTES AMB FUNDA PER A ENCASTAR:\par Ha d'estar allotjat en una funda o en un caixet\'ed protector.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En caixa.\par Emmagatzematge: Dins el seu embalatge, protegit contra impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATO`LVALpRI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }EH ]  mDk0?QZ@QZ@QZ@QZ@`o@@;@__BMD31206Font d'alimentaci fa-1203@ UBMD31206ETVEN.3VEN.3 00?QZ@QZ@QZ@QZ@`o@@;@__BMD31206Font d'alimentaci fa-1203@ UBMD31206ETVEN.3VEN.3 0?{Gz(@{Gz(@{Gz(@{Gz(@H@@;@__BMD31441Bateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 a @ UBMD31441ETVEN.3VEN.3KAA77777333333)' 0?)\l@)\l@)\l@)\l@H@@;@__BMD31440Central microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zon@ UBMD31440ETVEN.3VEN.3KAA77777333333)' 0?Gz @Gz @Gz @Gz @r@__BMDBU005Placa senyal. mesures salv.+vies evac.,210x297mm,pintura fotolum.,p/fix.mec.@ UBMDBU005ETVEN.3VEN.33)) 0?fffffFA@fffffFA@fffffFA@fffffFA@ENT.@TCERhH8**njamentdF__BM312611Extintor pols seca poliv.,6kg,eficcia 21a-113b/c,pressi incorp.acab.epoxi vermell@ uBM312611ETVEN.3VEN.3:00&&&&&""""""  Ӏ0?= ףp]@= ףp]@= ףp]@= ףp]@@O@"aula='Famil__BM313511Extintor co2,5kg,pressi incorpo.pintatQ@ UBM313511ETVEN.3VEN.3 0?ףp= ;@ףp= ;@ףp= ;@ףp= ;@O@__BM3A1000Armari p/extint.p/muntar superf.4@ uBM3A1000ETVEN.3VEN.3 Ӏ0?)\(?)\(?)\(?)\(?AND GRA_Taula='FamilforKG __BMY31000P.p.elements especials p/extint.8@ uBMY31000ETVEN.3VEN.3 0?q= ףp?q= ףp?q= ףp?q= ףp?r@GRA_Taula='Familnaab`c d__BP272010Cable p/transm.vdeo,atenuaci normal5@ mBP272010ETVEN.3VEN.3  0?(\@(\@(\@(\@__BG151812Caixa deriv.plastic,120x120mm,prot.normal,p/superft@ UBG151812ETVEN.3VEN.3 0?{Gz2@{Gz2@{Gz2@{Gz2@#@er a encastar a orta amb fun__BP24P20AObreportes elct.,automt.,+palan.desbloq.,p/encast.porta,fundao@ UBP24P20AETVEN.3VEN.3& LVAL 3D@@  mximamximaB mxima fgdY4} ND@@ Geometria testimonioGeometria testimoniBGeometria testimoni2ZZZZZZZZZZZZZZZ[9 R>?@wN\}aD@@ %Designacin probeta testimonio&Designaci proveta testimoniBDesignaci proveta testimoniOOOP~ F? G~  F@ G~  F@ G~ F@G~ F@G~ F@G}=9:WN}AD@@  Dimetro (cm) Dimetre (cm)B Dimetre (cm)2OOOPDEDEDEDEDEDE}=9:SN}=D@@  Altura (cm) Alada (cm)B Alada (cm)JOOOPDEDEDEDEDEDE}=9:.////////BBB%VN}@D@@  Seccin (cm2) Secci (cm2)B Secci (cm2)2OOOPDEDEDEDEDEDE}=9:WN}AD@@  Volumen (cm3) Volumen (cm3)B Volumen (cm3)2OOOPDEDEDEDEDEDE}=9:NN}8D@@ Masa (g) Massa (g)B Massa (g)2OOOPDEDEDEDEDEDE}=9: K2LLLLLLLLLLLLLLLM}=9:wN}aD@@ %Designacin probeta testimonio&Designaci proveta testimoniBDesignaci proveta testimoniOOOP~ F? G~  F@ G~  F@ G~ F@G~ F@G~ F@G}=9:lNT}VD@@ Edad del hormign (das)!Edat del formig (dies)BEdat del formig (dies)2OOOPDEDEDEDEDEDE}=9:^NLVALp  {\rtf1\ansi\ansicpg1252\uc1 \deff0\deflang1033\deflangfe3082{\fonttbl{\f0\froman\fcharset0\fprq2{\*\panose 02020603050405020304}Times New Roman;}{\f1\fswiss\fcharset0\fprq2{\*\panose 020b0604020202020204}Arial;}}{\colortbl;\red0\green0\blue0; \red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128; \red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\widctlpar\adjustright \f1\lang1027\cgrid \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}} \paperw11906\paperh16838\margl1701\margr1701\margt1417\margb1417 \deftab708\widowctrl\ftnbj\aenddoc\hyphhotz425\formshade\pgbrdrhead\pgbrdrfoot \fet0\sectd \linex0\headery709\footery709\colsx709\endnhere\sectdefaultcl {\*\pnseclvl1 \pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5 \pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang {\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \widctlpar\adjustright \f1\lang1027\cgrid {1.DEFINICI\'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES \par \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 DEFINICI\'d3: \par Taulells de pedra natural col.locats sobre suports murals i encastats al parament. \par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents: \par }\pard \qj\li240\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 - Fixaci\'f3 dels suports al parament \par - Col.locaci\'f3 del tLVALaulell sobre els suports \par - Rejuntat del taulell al parament \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 \par CONDICIONS GENERALS: \par El taulell ha de quedar horitzontal i no ha de tenir esquerdes, trencaments, taques ni escantonaments. \par S'han de col.locar els suports de ferro galvanitzat suficients perqu\'e8 el taulell sigui estable. \par L'acord de peces diferents s'ha de fer a tocar i ha de ser estanc. L'acord del taulell amb el parament ha de quedar rejuntat. \par Si hi ha equips de mobiliari a sota del taulell, la volada s'ha d'ajustar al projecte o a les directrius fixades per la D.F. Si no s'especifica, l'encastament del taulell al parament ha de ser >= 1,5 cm. \par Toler\'e0ncies d'execuci\'f3: \par }\pard \qj\sl240\slmult0\widctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Horitzontalitat\tab \'b1 0,1% \par - Al\'e7\'e0ria\tab \'b1 5 mm \par }\pard \widctlpar\adjustright { \par 2.CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3 \par \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 Despr\'e9s de la col.locaci\'f3 dels suports, s'han d'evitar cops o vibracions que puguin afectar l'adormiment del morter amb qu\'e8 s'han collat. \par No s'ha de col.locar el taulell sobre els suports fins que el morter hagi assolit el 70% de la resist\'e8ncia prevista. \par }\pard \widctlpar\adjustright { \par 3.UNITAT I CRITERIS D'AMIDAMENT \par \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 m2 de superf\'edcie real amidada segons les especificacions del projecte. \par Aquest criteri inclou l'acabament espec\'edfic de les vores i l'acord amb els paraments. \par }\pard \widctlpar\adjustright { \par 4.NORMATIVA DE COMPLIMENT OBLIGATORI \par \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 No hi ha normativa de compliment obligatori. \par }\pard \widctlpar\adjustright { \par \par }}LVAL  {\rtf1\ansi\ansicpg1252\uc1 \deff0\deflang1033\deflangfe3082{\fonttbl{\f0\froman\fcharset0\fprq2{\*\panose 02020603050405020304}Times New Roman;}{\f1\fswiss\fcharset0\fprq2{\*\panose 020b0604020202020204}Arial;}}{\colortbl;\red0\green0\blue0; \red0\green0\blue255;\red0\green255\blue255;\red0\green255\blue0;\red255\green0\blue255;\red255\green0\blue0;\red255\green255\blue0;\red255\green255\blue255;\red0\green0\blue128;\red0\green128\blue128;\red0\green128\blue0;\red128\green0\blue128; \red128\green0\blue0;\red128\green128\blue0;\red128\green128\blue128;\red192\green192\blue192;}{\stylesheet{\widctlpar\adjustright \f1\lang1027\cgrid \snext0 Normal;}{\*\cs10 \additive Default Paragraph Font;}} \paperw11906\paperh16838\margl1701\margr1701\margt1417\margb1417 \deftab708\widowctrl\ftnbj\aenddoc\hyphhotz425\formshade\pgbrdrhead\pgbrdrfoot \fet0\sectd \linex0\headery709\footery709\colsx709\endnhere\sectdefaultcl {\*\pnseclvl1 \pnucrm\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl2\pnucltr\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl3\pndec\pnstart1\pnindent720\pnhang{\pntxta .}}{\*\pnseclvl4\pnlcltr\pnstart1\pnindent720\pnhang{\pntxta )}}{\*\pnseclvl5 \pndec\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl6\pnlcltr\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl7\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}{\*\pnseclvl8\pnlcltr\pnstart1\pnindent720\pnhang {\pntxtb (}{\pntxta )}}{\*\pnseclvl9\pnlcrm\pnstart1\pnindent720\pnhang{\pntxtb (}{\pntxta )}}\pard\plain \widctlpar\adjustright \f1\lang1027\cgrid {1.DEFINICI\'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS \par \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 DEFINICI\'d3: \par Llosa de pedra d'extracci\'f3 recent, provinent de pedreres autoritzades. \par S'han considerat els tipus seg\'fcents: \par }\pard \qj\li240\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 - Llosa de pedra natural calc\'e0ria per a taulells de 20 o 30 mm de gruix \par - Llosa de pedra natural gran\'edtLVAL ica per a taulells de 20 o 30 mm de gruix \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 \par CARACTER\'cdSTIQUES GENERALS: \par La pe\'e7a ha de tenir un color i una textura uniformes, la cara plana i les arestes rectes i escairades. \par No pot tenir esquerdes, buits, impureses d'argila, efloresc\'e8ncies ni escantonaments d'arestes. \par La cara superior ha d'estar polida i abrillantada aix\'ed com tamb\'e9 els cantells vistos. \par }\pard \qj\sl240\slmult0\widctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Absorci\'f3 d'aigua, en pes\tab <= 2% \par Gelabilitat (p\'e8rdua de pes despr\'e9s de 20 cicles, PIET-70)\tab <= 1% \par Coeficient de saturaci\'f3\tab <= 75% \par Contingut de i\'f3 sulfat (UNE 7-245)\tab < 1,2% \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 Toler\'e0ncies: \par }\pard \qj\sl240\slmult0\widctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 - Gruix\tab \'b1 2 mm \par - Angles\tab \'b1 1 mm \par - Rectitud de les arestes\tab \'b1 0,1% \par - Planor\tab \'b1 0,3% \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 \par LLOSA CALC\'c0RIA: \par }\pard \qj\sl240\slmult0\widctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Resist\'e8ncia a la compressi\'f3 (proveta c\'fabica de 10 cm)\tab >= 500 kg/cm2 \par Densitat aparent (UNE 7-067)\tab >= 2000 kg/m3 \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 \par LLOSA GRAN\'cdTICA: \par }\pard \qj\sl240\slmult0\widctlpar\tqr\tldot\tx8505\adjustright {\fs18\lang3082 Resist\'e8ncia a la compressi\'f3 (proveta c\'fabica de 10 cm)\tab >= 1000 kg/cm2 \par Densitat aparent (UNE 7-067)\tab >= 2500 kg/m3 \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 No ha de tenir grops > 5 cm. \par }\pard \widctlpar\adjustright { \par 2.CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE \par \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 Subministrament: Protegida per tal que arribi a l'obra  LVAL amb les condicions exigides. \par Emmagatzematge: Evitant el contacte amb terres o altres materials que puguin alterar les seves caracter\'edstiques i de manera que no es trenquin ni s'escantonin. \par }\pard \widctlpar\adjustright { \par 3.UNITAT I CRITERIS D'AMIDAMENT \par \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 m2 de superf\'edcie necess\'e0ria subministrada a l'obra. \par }\pard \widctlpar\adjustright { \par 4.NORMATIVA DE COMPLIMENT OBLIGATORI \par \par }\pard \qj\sl240\slmult0\widctlpar\adjustright {\fs18\lang3082 No hi ha normativa de compliment obligatori. \par }\pard \widctlpar\adjustright { \par \par }}LVAL  }HD@@ Densidad (gr/cm3)Desitat (gr/cm3)BDesitat (gr/cm3)OOOPJD} (4#%B DDB EJ D} 4#% B D D B EJ D}  4#% B D D B EJD}  4#%B DDBEJD} 4#%B DDBEJD} 4#%B DDBE}=9:jN}TD@@ Carga de rotura P (T)"Crrega de ruptura P (T)BCrrega de ruptura P (T)2OOOPDEDEDEDEDEDE}=9:sN}]D@@ "Tensin de rotura f (N/mm2)%Tensi de ruptura f (N/mm2)BTensi de ruptura f (N/mm2)OOOPbD,} 1L#$B #$B B$dDDB Eb D0} L#$ B #$ B B$dD D B Eb D4}  L#$ B #$ B B$dD D B EbD8}  L#$B #$B B$dDDBEbD<} L#$B #$B B$dDDBEbD@} L#$B #$B B$dDDBE}=9:fND}PD@@ Factor de esbeltez eFactor d'esbeltessa eBFactor d'esbeltessa e2OOOPDEDEDEDEDEDE}=9: N OOOPJDp} 4#%~B DDB EJ LVAL Dt} 4#%~ B D D B EJ Dx}  4#%~ B D D B EJD|}  4#%~B DDBEJD } 4#%~B DDBEJD } 4#%~B DDBE}=9:[N}ED@@ Tipo de roturaTipus de rupturaBTipus de ruptura2OOOPDEDEDEDEDEDE}=9:MN}7D@@ DefectosDefectesB Defectes2OOOPDEDEDEDEDEDE   ;<8VWWWW S ( TTTTUKLMKLMQQRHIJD "lr" T4+,NDNY>  &@!&@"&@#&@$&@%&@&&@'&(&)&@*&@+&@,&@-&@.&@/&0123456789:;<=>? XAAAAm S}WD@@ Resist. mnima a 28 das"Resist. mnima a 28 diesBResist. mnima a 28 dies TTTTU K LMKLMQQRHIJ~ !1@ !!} D@@ e^Extraccin+traccin indirecta, 6 probetas testigo hormign endurecido, UNE 83-302 i UNE 83-306dZExtracci+tracci indirecta, 6 provetes testimoni formig endurit, ULVAL NE 83-302 i UNE 83-306B]ZExtracci+tracci indirecta, 6 provetes testimoni formig endurit, UNE 83-302 i UNE 83-306! G! $}!1D@@  Anul.Anul.BAnul.! %bcd cdI!e}! 3D@@  mnimamnimaB mnima !fgI!e}!3D@@  mximamximaB mxima !fgd"Y}!ND@@ Geometria testimonioGeometria testimoniBGeometria testimoni2"ZZZZZZZZZZZZZZZ[9 R>?@w#N}"aD@@ %Designacin probeta testimonio&Designaci proveta testimoniBDesignaci proveta testimoni#OOOP~ #F?# G~ # F@# G~ # F@# G~ #F@#G~ #F@#G~ #F@#G}=9:W$N<}#AD@@  Dimetro (cm) Dimetre (cm)B Dimetre (cm)2$OOOPDEDEDEDEDEDE}=9:S%NX}$=D@@  Altura (cm) Alada (cm)B Alada (cm)J%OOOPDEDEDEDEDEDE}=9:.////////BBB%V&Np}%@D@@  Seccin (cm2) Secci (cm2)B Secci (cm2)2&OOOPDEDEDEDEDEDE}=9:W'NR}&AD@@  Volumen (cm3) Volumen (cm3)B Volumen (cm3)2'OOOPDEDEDEDEDEDE}=9:N(N}'8D@@ Masa (g) Massa (g)B Massa (g)2(OOOPDEDEDEDEDEDE}=9:Q)} ;D@@  N Probeta N ProvetaB N Proveta)^)})HD@@ Fecha de roturaData de trencamentBData LVAL de trencament )E) })/D@@  DasDiesBDies& ) }) oD@@ *#Peso especfico (T/m3)/%Pes especfic (T/m3)B(%Pes especfic (T/m3) ) )T}+D@@ E>Tensin de rotura ( N/mm2)B8Tensi de ruptura ( N/mm2)B;8Tensi de ruptura ( N/mm2))}=9:4*}=9:+ Q+}) ;D@@  Individual IndividualB Individual +K+}+5D@@ PromedioPromigB Promig+}=9:~ ,?,~ , 0<@&, }=9:~ -@-~ - 0<@&- }=9:~ .@.~ . 0<@&. }=9:~ /@/~ / 0<@&/ }=9:~ 0@0~ 0 0<@&0    ;<8~ 1@1~ 1 0<@1 _1} I#%,1B '%,1@#%,1BB12 G2 6}1D@@  Anul.Anul.BAnul.2 7I2}2 3D@@  mnimamnimaB mnima 2I2}23D@@  mximamximaB mxima 243y]]]~~~~rBB4 ((((((( 4))) 5 *******)))+++LVAL 6 *******)))+++ 7 *******)))+++ 8 *******)))+++ 9 *******)))+++ : *******)))+++"; ,,,,,,******< ((((((( <)))= ((((((( =))) > *******)))+++ ? *******)))+++DlN*8 ZZZZZ[8($$$$$$&(($@ A B C  @ *******)))+++ A *******)))+++ B *******)))+++ C *******)))+++ <$$$$ *J )1 0'L (  Lj L  0M ]@XW   "XW3` :2` :2"!3d23 M 4 3QQQQ3_  NM ]  <4E4 3QQQQ3_ M NM ] 31 x 4E4D$% MP(3O&Q4$% MP(3O&Q4FA3 3Ojd 3*@#M&43*#M&4523 LVAL M 43d" 3_ M NM ] MM<444% " M3O&Q'44eee rj L  0M ]@W   "W3` I2` I2"!"!3d23 M 4 3QQQQ3_  NM ] 31 x 4E4D$% MP(3O&Q4$% MP(3O&Q4FAc X3Ok2< 3*#M&43*#M&4523 M 43d" 3_ M NM ] MM<444% " M3O&Q'44eee ld L s *  ]X   "X3` I` IF` IF` LVAL I ` I2!@ P(   Pr P  0 9 &  @ ] 9 R[ <150<ll P s * 9  @e e ]9 [ <100<ll P s * 9  @  ] 9 ] <80<ll P s * p9  @  ]p9 ^ <50<ll P s * 9  @= = ]9 (_ <40<rr P  0 9 &  @  ]9 8` <25<ll P s * `9  @  ]`9 Ha <20<rr P  0 9 &  @` ` ]9 hb <10<ll  P s * 9  @  ] 9 xc <5<ll  P s * P9  @LVAL% w w ] P9 d <2<ll  P s * 9  @  ] 9 e <0,40<ll  P s * 9  @ ] 9 f <0,08<"!"!3d23 M 4 3QQQQ3_  NM  31 x4E4 3QQQQ3_  NM  31 x4J[^@4 3QQQQ3_  NM  31 x4J[^@4D$% MP(3O&Q4$% MP(3O&Q4FA x 3Oh 3*vx/ @ #M! M43*Y@$@$@M& ! M! M4% f9 M 3O & Q "TAMISSOS U.N.E.'4%   uM Z3O & Q % PASSA'4523  4e".+ " s b t z p@g_D_e EABGPORTES D'ACER EN PERFILS LAMINATS, COL.LOCADESPOConsultori local a Pla de Sant}A= G K9PAVIMENTSPOBanc_GISA_Rehabilitaci_2008_vU G K9BPAVIMENTS DE PEDRA NATURALPOBanc_GISA_Rehabilitaci_2008_vh,( G E8LLLINDESPOBanc GISA Edificaci Obra NovaU G E8L3LLINDES AMB PECES DE PEDRA ARTIFICIALPOBanc GISA Edificaci Obra Novat84 G E8J4CORONAMENTS DE PARETS AMB PECES DE PEDRA NATURALPOBanc GISA Edificaci Obra NovaC? G B0GAPEDRA ARTIFICIAL I ELEMENTS ESPECIALS DE PEDRA ARTIFICIALETBanc GISA Edificaci Obra NovaLH G E826ENRAJOLATS AMB RAJOLA DE CERMICA VIDRIADAPOBanc GISA Edificaci Obra Novay=9 G A010PERSONAL TCNICEMBanc_GISA_Rehabilitaci_2008_v^" G BMD6CONDUCTORSETProjecte del'ampliaci i reforY G EMD6CONDUCTORSPOProjecte del'ampliaci i reforY G BMD1DETECTORSETProjecte del'ampliaci i reforX G EMD1DETECTORSPOProjecte del'ampliaci i reforX G BMD4SIRENESETProjecte del'ampliaci i reforV G EMD4SIRENESPOProjecte del'ampliaci i reforV G BMD3CENTRALS DE SEGURETATETProjecte del'ampliaci i reford($ G EMD3CENTRALS DE SEGURETATPOProjecte del'ampliaci i reford($ G BMDBRTOLS PER A SENYALITZACIETProjecte del'ampliaci i refori-) G BMDMATERIALS PER A INSTAL.LACIONS DE SEGURETATETProjecte del'ampliaci i refory=9 G EMDBRTOLS PER A SENYALITZACIPOProjecte del'ampliaci i refori-) G EMDINSTAL.LACIONS DE SEGURETATPOProjecte del'ampliaci i refori-) G BM31EXTINTORS MANUALSETProjecte del'ampliaci i refor`$ G BM3AARMARIS PER A EXTINTORSETProjecte del'ampliaci i reforf*& G BM3EXTINTORS D'INCENDISETProjecte del'ampliaci i reforb&" G BMY3PARTS PROPORCIONALS D'ELEMENTS ESPECIALS PER A EXTINTORSETProjecte del'ampliaci i reforKG G BMYPARTS PROPORCIONALS D'ELEMENTS ESPECIALS PER A INSTAL.LACIONS CONTRA INCENDISETProjecte del'ampliaci i refor_[ G BMMATERIALS PER A INSTAL.LACIONS CONTRA INCENDIS I DE SEGURETATETProjecte del'ampliaci i reforMI G EM31EXTINTORSPOProjecte del'ampliaci i reforX G EM3EXTINTORS D'INCENDISPOProjecte del'ampliaci i reforb&" G EMINSTAL.LACIONS CONTRA INCENDIS I DE SEGURETATPOProjecte del'ampliaci i refory=9 G BP27CABLESETProjecte del'ampliaci i reforU G EP27CABLESPOProjecte del'ampliaci i reforU G/ LVAL? {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Cables de transmissi\'f3 telef\'f2nica i de transmissi\'f3 de video col\'b7locat en tub.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 del cable dins del tub de protecci\'f3\par - Connexi\'f3 al circuit de comuni{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Cables de transmissi\'f3 telef\'f2nica i de transmissi\'f3 de video col\'b7locat en tub.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Col\'b7locaci\'f3 del cable dins del tub de protecci\'f3\par - Connexi\'f3 al circuit de comunicaci\'f3\par CONDICIONS GENERALS:\par Tots els cables s'han de muntar protegits dins d'un tub de PVC, exclusiu per a contenir els conductors d'aquesta instal\'b7laci\'f3. No s'admet cap altre cable conductor ali\'e8 a la instal\'b7laci\'f3.\par El di\'e0metre interior del tub protector ha de ser >= 1,3 vegades el di\'e0metre del cercle circumscrit al feix dels conductors.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par } OK  =_A&?p= ;@ %@Q0@Q;@a. c@EMD41004Sirena interior spf-60@uEMD41004POProjecte del'ampliaci i reforVEN.3ysnl&?p= ;@ %@Q0@Q;@a. c@EMD41004Sirena interior spf-60@uEMD41004POProjecte del'ampliaci i reforVEN.3ysnl >&?QXS@ 5@K@R@ aut@EMD41079Sirena exterior en abs color vermell, de 85 dba. matty de plana fabrega.@uEMD41079POProjecte del'ampliaci i reforVEN.3%ysnl >&?p= b@ 5@Hz'_@p= 7b@rior@EMD31443Teclat per central networx i indicaci lcd. tecles illuminades interiorment. dimensions: 162 x 134@$uEMD31443POProjecte del'ampliaci i reforVEN.3A77ysnl >&? ףp=:^@ %@QZ@QY]@@EMD31206Font d'alimentaci fa-1203@!uEMD31206POProjecte del'ampliaci i reforVEN.3ysnl >&?= ףp}A@ 5@Gz)@Q@@M(Pa@EMD31441Bateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 a @"uEMD31441POProjecte del'ampliaci i reforVEN.3A77ysnl >&?[@ E@QKP@QZ@M(Pa@EMD31442Mdul d'expansi de 8, 16 zones o 8 zones + 8 tamper per installar-lo a la central o remotament. en"@#uEMD31442POProjecte del'ampliaci i reforVEN.3A77ysnl >&?r@fffffP@\(l@HzGr@@EMD3144TCentral microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zon@uEMD3144TPOProjecte del'ampliaci i reforVEN.3A77ysnl >&?)\#@Y@Gz @Q#@ r@@EMDBU005Placa senyalitzaci,p/indicaci mesures salv.+vies evacuaci,210x297mm,pintura fotolum.,fix.mec.@ uEMDBU005POProjecte del'ampliaci i reforVEN.3=33ysnl >&?HzGT@fffff0@GzN@q= ףS@@EM31262KExtintor pols seca poliv.,6kg,eficcia 21a-113b/c,pressi incorp.acab.epoxi vermell,armari@uEM31262KPOProjecte del'ampliaci i reforVEN.37--ysnl >&?zGd@fffff0@q= ף0b@= ףpMd@@@EM31351KExtintor manual CO2,5kg,pressi incorpo.,pintat,armari munt.superf.{@uEM31351KPOProjecte del'ampliaci i reforVEN.3 ysnl >&?@o@ڊVn@ڊVn@@@PPAUMEL4Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci 5@uPPAUMEL4POProjecte del'ampliaci i reforVEN.3;11ysnl > LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Cables d'atenuaci\'f3 normal o baixa per a transmissi\'f3 telef\'f2nica o de video.\par S'han considerat els tipus seg\'fcents:\par - Cable per a transmissi\'f3 telef\'f2nica de 8 parells fins a 20 parells de cable de 0,5 mm2 de secci\'f3 cadascun\par - Cable per a transmissi\'f3 telef\'f2nica d'un parell fins a 8 parells de cables de 1 mm2 de secci\'f3 cadascun\par - Cable per a transmissi\'f3 de video d'atenuaci\'f3 no{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Cables d'atenuaci\'f3 normal o baixa per a transmissi\'f3 telef\'f2nica o de video.\par S'han considerat els tipus seg\'fcents:\par - Cable per a transmissi\'f3 telef\'f2nica de 8 parells fins a 20 parells de cable de 0,5 mm2 de secci\'f3 cadascun\par - Cable per a transmissi\'f3 telef\'f2nica d'un parell fins a 8 parells de cables de 1 mm2 de secci\'f3 cadascun\par - Cable per a transmissi\'f3 de video d'atenuaci\'f3 normal o baixa\par CABLES DE TRANSMISSI\'d3 TELEF\'d2NICA:\par Cable multifilar amb funda envoltant de material pl\'e0stic, destinat al circuit d'\'e0udio, de trucades i al d'obrir portes.\par CABLES DE VIDEO:\par Cable coaxial de TV de les caracter\'edstiques seg\'fcents:\par - Imped\'e0ncia caracter\'edstica: 75 ohms\par - Atenuaci\'f3 per a 100 m de llarg\'e0ria:\par - Conductors d'atenuaci\'f3 normal: <= 20 dB\par - Conductors d'atenuaci\'f3 baixa: <= 15 dB\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetat en rotlle.\par Emmagatzematge: Dins del seu embalatge, protegit contra impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL& 3d" 44%  `" BMP3O &!Q  SL'44eee >@ B"0"0((((((&&&&&&''(((( (( (( ''''&&&& && && '''' '' '' %%%%%%%%#%%%%% %% %% $$$$$$## ## ## ######$$$$ $$ $$  !!!! ""##     !!                                 #%         !! !!!!          0011,,,,--..//..//00            LVAL' ,,--)+)+)+ )+ ,, -- --.. // --00111100 11 00..//..//)*++++,,111111222233332222 3333 333322227Hoja3ggD ThisWorkbook"%__SRP_a __SRP_b$)Hoja2 n  !"#$%&'(*+,./0123456789:;<=>?@ABCDEGHIKLMNOPQRSTUVWXZ[\]^_`bcdefghijklmnopqrstuvwxy{|} @4 W  A@6]x$*. %<.8 B@> 8B@>A@@A@@ A@B ("o ]'D F & 'H H S]0 F F H   $N$L'J J$P'Dzki HExit Sub] R.T encara no s'ha processatG1 T%:!VS A@$xX'X Z b Z T%:SMsgBox Range("D" & i) LVAL( G<ITeC.Id ITeC.type='NUM_ASSAIG' ITeC.DEF_ID='NUM_ASSAIG' ITeC.ASS_REF='D Z T%:!V$D' />a Z T%:(\  @<ITeC.Id ITeC.type='SERIE_ASSAIG' ITeC.SIS_ID='2' ITeC.ASS_REF='D Z T%:!V$D' />c Z T%:(\  B<ITeC.Id ITeC.type='ASSAIG_ESTATIC' ITeC.SIS_ID='2' ITeC.ASS_REF='D Z T%:!V$D' />c Z  T%:(\ k0(F1 T%:!VSr4F1 T%:(V ikF2 T%:!VSido i9F2 T%:(V%:k1G1 T%:(V p modifiquem l'idiomat val]] ^ d T!<%b ^!f$=IF(S$ ^!f$=IF($E$1S:(=IF($E$1 ^!f ^!f $N ^(fIC'  MsgBox "HOLA"SSk kxp'X A@B' />kPoH@Attribute VB_Name = "ThisWorkbook" RBasR0{00020P819-0C$0046} |GlobalSpac False dCreatablPredeclaIdTru BExposeTemplateDeriv BustomizD2Const TAG_ASS0_REF=' wP)- Sub _Open() Dim obj sheet AsApplication.Scr@eenUpdng 9X(Desprotegeix M!  ActsWindow.Dis }yGri@dlinesF or EachK(In@.F,s CanviapCell5! H ideRows NextC() CarregaInfo Hoja2Filter EBAutoHe0ight G cRangebSgJj=js(1sD =8.Es(8, 18D .<9  Rqli aVert & l 7 AK8CP a [EndV;XFunGon GetRefID( strValu %S! ng)&C%C!*lPos!Long% O"fCB= In(h1, e ,)m$(If > 0 Then  ` lD= R(RaB , L u) -c -~) + 1)$ ad Exit )-Ifc'' 0 0 l(By ShaObje,ct # '" Sub" KSTW=   encara no s'ha `9 cess.au 0& . V("G1").  C`"l3 !%" G W inghES a i3 To 500''pb" & i) <> "7A a'MsgBox DY$a. mulaR1tC1@_a"<ITeC.type='NU MAIG' DEF_IDET(- )"' />9" LVAL) q}c  SERIE SIS} 2 ? QH? p i(? 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"     ( 0 @2`       =   a  a (   2 (2  (@`(h      ;  3"34RLVAL, ( `x        ] ASS_REF='0 ]X (" A@$ &((  !* A@, A@.@ h &((0 2A@0t Ax ( 80Y Y l=tt t t! t tl4PLx8t4<0   l l x lx=t2P'T%:d%t Pa0:@]3P50el=PP Pz(@(Th_=P'T%:d0%t Pa :@]@P60 R P'T%:d0%t Pa `Xl*#*F%'%:@%t ,2)P60 P'T%:d0%t Pa `Xl*#*F%'%:@%t ,2)P60  P'T%:d0%t Pa `Xl*#*F%'%:(@ %t ,2)P6 0  ~x2P'T%:d%t Pa0:@]3P50(:@%P'T%:d%t P,P2P'T%:d %t Pa0:@]3P50(:@!%P'T%:d %t P,P(:@"%P'T%:d%t P,PK;d%Pt P0a[t|P50pH3|a09 0 #  :d$]360 93|a09 0 #  :d%]@60 7R|a9 :T%|a0 (dS" & `%|,60` |9 pzl=PP PclH0 tpxt|x8 P0 `4LVAL- HrU  @$ `T,A `X)00( `\nrU    y$` A%I <S nmer idioma catala%)El valor de la cel.la ha d'esser una data zA@x lB@H'ld idioma castellaen&El valor intrducido debe ser una fecha zA@xl n lB@Hclave,'lkk dx Es alfanumerica. tot valkPkHk@p8o0 ] ! !  XS l! !  : G|j ^ l ^!S ^ `/R `B@}kk oxpZAttribute VB_Name = "Hoj a2" Basp0{0002`0820- C$0046} |GlobalSpac False CreatablPredeclaIdTru BExposeTemplateDeriv$ BustomizD2 P   Sub Worksheet@_Activ (0)  eWindow.Dis 8yGridl0inesZ9End$ +Change(ByVal Target Axs R 56I f EsEdi () ThenKOn Err or GoTo:!  .uA_""  Exit)Num P,ca ' ,.fXormGA'y\peA)@G"~D RL D) bHerF@at # ,###.##@A 'XIf @"Not Is4`#2PAB.Cells(1, 520_ A' idioma cla MsgBox "@El val sde l el. ha d'esser numric", vbInAaatio #*SelectC-,Eby!m Hst&xintrducido debe o?a?em 0aoM qe'`JEsFelch8l'-bd ""dexmeyP `Ao rkO%a c?)eb$xb bundkEeE"c!7d  9e e! fK_ 11/" z/l1uK ' n alfaMh. t\And "!_p0p}x}CQSy y Dim ob>j `z SFxRes t NexV 4Me.Appli@`0.Visi3 q Ap :Procp^ingRgfRows.LVAL: Count >l 1x}  u Each InTQ?7 a mmeIs `h` / SFrBmcio.Ha4Show 1?x 15q !!30xhP  lxH  %0nrt2<zx|@h @X @8H @D @4 @$ @  @__SRP_e-__SRP_f FFrmSeleccio__SRP_16 J(0 +y)! ,!**!I 4q"!0` `` I0 9 W \( fh%x$ Dx,& x$($ x < l x x 6K8xaX:h ]35X8 x 3xaXl 5X.:(h%($%D$ DX(]3D5X+'''H@:hNXX 6XH x:h %x,,+'''H@:hNXX 6XH x:h %x,4 x 0xaX 5X+:(h%($%D$ DX(]3D5X+'''H@:hNXX 6XH x:h %x,)+'''H@:hNXX 6XH x:h %x,2<(LVAL{'/ {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Extintors de pols seca polivalent o anh\'eddrid carb\'f2nic, pintats o cromats.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Amb armari muntat superficialment\par - Amb suport a la paret\par - Sobre rodes\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Col\'b7locat dins d'armari i muntat superficialment:\par - Fixaci\'f3 de l'armari al parament.\par - Co.locaci\'f3 de l'extintor dins de l'armari.\par Col\'b7locat amb suport a la paret:\par - Col\'b7locaci\'f3 del suport al parament.\par - Col\'b7locaci\'f3 de l'extintor al suport.\par Col\'b7locat sobre rodes:\par - Subministrament de l'extintor muntat sobre carro amb rodes\par CARACTER\'cdSTIQUES GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par S'ha de situar prop dels accessos a la zona protegida i cal que sigui visible i accessible.\par Al\'e7\'e0ria sobre el paviment de la part superior de l'extintor: <= 1700 mm\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 50 mm\par - Horitzontalitat i aplomat: \'b1 3 mm\par COL\'b7LOCAT AMB SUPORT A LA PARET:\par El suport ha de quedar fixat s\'f2lidament, pla i aplomat sobre el parament.\par COL\'b7LOCAT DINS D'ARMARI I MUNTAT SUPERFICIALMENT:\par L'armari ha de quedar fixat s\'f2lidament, pl\'e0, aplomat i anivellat sobre el paviment.\par COL\'b7LOCAT SOBRE RODES:\par L'extintor ha d'anar col\'b7locat sobre el seu suport m\'f2bil de forma estable i segura, de tal manera que permeti el seu transport sense perill deJ LVALZ despendre's.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 1942/1993, de 5 de noviembre, por el que se aprueba el Reglamento de Instalaciones de Protecci\'f3n contra Incendios.\par Resoluci\'f3 de 22 de mar\'e7 de 1995, de designaci\'f3 del laboratori general d'assaigs i investigacions com a organisme de control per la certificaci\'f3 de productes, d'acord amb el Reial Decret 1942/1993, que aprova el reglament CPI.\par\pard\par }LVAL{'1 {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Extintors de pols seca polivalent o anh\'eddrid carb\'f2nic, pintats o cromats.\par S'han considerat els tipus de col\'b7locaci\'f3 seg\'fcents:\par - Amb armari muntat superficialment\par - Amb suport a la paret\par - Sobre rodes\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par Col\'b7locat dins d'armari i muntat superficialment:\par - Fixaci\'f3 de l'armari al parament.\par - Co.locaci\'f3 de l'extintor dins de l'armari.\par Col\'b7locat amb suport a la paret:\par - Col\'b7locaci\'f3 del suport al parament.\par - Col\'b7locaci\'f3 de l'extintor al suport.\par Col\'b7locat sobre rodes:\par - Subministrament de l'extintor muntat sobre carro amb rodes\par CARACTER\'cdSTIQUES GENERALS:\par La posici\'f3 ha de ser la reflectida a la D.T. o, en el seu defecte, la indicada per la D.F.\par S'ha de situar prop dels accessos a la zona protegida i cal que sigui visible i accessible.\par Al\'e7\'e0ria sobre el paviment de la part superior de l'extintor: <= 1700 mm\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 50 mm\par - Horitzontalitat i aplomat: \'b1 3 mm\par COL\'b7LOCAT AMB SUPORT A LA PARET:\par El suport ha de quedar fixat s\'f2lidament, pla i aplomat sobre el parament.\par COL\'b7LOCAT DINS D'ARMARI I MUNTAT SUPERFICIALMENT:\par L'armari ha de quedar fixat s\'f2lidament, pl\'e0, aplomat i anivellat sobre el paviment.\par COL\'b7LOCAT SOBRE RODES:\par L'extintor ha d'anar col\'b7LVALlocat sobre el seu suport m\'f2bil de forma estable i segura, de tal manera que permeti el seu transport sense perill de despendre's.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la D.T.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par NBE-CPI-1996 Real Decreto 2177/1996, de 4 de octubre por el que se aprueba la Norma B\'e1sica de la Edificaci\'f3n NBE-CPI 96: Condiciones de protecci\'f3n contra incendios de los edificios.\par RIPI 1993 Real Decreto 1942/1993, de 5 de noviembre, por el que se aprueba el Reglamento de Instalaciones de Protecci\'f3n contra Incendios.\par RESOLUCI\'d3 22/3/1995 Resoluci\'f3 de 22 de mar\'e7 de 1995, de designaci\'f3 del laboratori general d'assaigs i investigacions com a organisme de control per la certificaci\'f3 de productes, d'acord amb el Reial Decret 1942/1993, que aprova el reglament CPI.\par\pard\par }LVAL{'3 {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Accessoris per a instal\'b7lacions de protecci\'f3 contra incendis.\par S'han considerat els elements seg\'fcents:\par - Part proporcional d'elements especials per a detectors\par - Part proporcional d'elements especials per a centrals de detecci\'f3\par - Part proporcional d'elements especials per a sirenes\par - Part proporcional d'elements especials per a polsadors d'alarma\par - Part proporcional d'elements especials per a hidrants\par - Part proporcional d'elements especials per a columnes seques\par - Part proporcional d'elements especials per a boques d'incendi\par - Part proporcional d'elements especials per a detectors-extintors autom\'e0tics\par - Part proporcional d'elements especials per a v\'e0lvules de control i d'alarma\par - Part proporcional d'elements especials per a extintors.\par - Part proporcional d'elements especials per a parallamps.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser adequats per a la instal\'b7laci\'f3 i no han de fer disminuir, en cap cas, la seva qualitat i bon funcionament.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metre o d'altres dimensions\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt d\'92elements especials necessaris per al muntatge d\'92un elemenr LVAL t.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Resoluci\'f3 de 22 de mar\'e7 de 1995, de designaci\'f3 del laboratori general d'assaigs i investigacions com a organisme de control per la certificaci\'f3 de productes, d'acord amb el Reial Decret 1942/1993, que aprova el reglament CPI.\par Real Decreto 1942/1993, de 5 de noviembre, por el que se aprueba el Reglamento de Instalaciones de Protecci\'f3n contra Incendios.\par\pard\par } LVAL {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Part proporcional d'elements especials per a extintors.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser els adequats per a extintors i, en cap cas, no han de fer disminuir la seva qualitat i el bon funcionament.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 d{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par DEFINICI\'d3:\par Part proporcional d'elements especials per a extintors.\par CARACTER\'cdSTIQUES GENERALS:\par El material i les seves caracter\'edstiques han de ser els adequats per a extintors i, en cap cas, no han de fer disminuir la seva qualitat i el bon funcionament.\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: A l'albar\'e0 de lliurament han de constar les caracter\'edstiques d'identificaci\'f3 seg\'fcents:\par - Material\par - Tipus\par - Di\'e0metre o d'altres dimensions\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat composada pel conjunt d'elements especials necessaris pel muntatge d'un extintor.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par RESOLUCI\'d3 22/3/1995 Resoluci\'f3 de 22 de mar\'e7 de 1995, de designaci\'f3 del laboratori general d'assaigs i investigacions com a organisme de control per la certificaci\'f3 de productes, d'acord amb el Reial Decret 1942/1993, que aprova el reglament CPI.\par RIPI 1993 Real Decreto 1942/1993, de 5 de noviembre, por el que se aprueba el Reglamento de Instalaciones de Protecci\'f3n contra Incendios.\par\pard\par }H LVALX {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Armaris met\'e0l\'b7lics per a extintors per a muntar superficialment amb la cara frontal de vidre.\par CARACTER\'cdSTIQUES GENERALS:\par Armari met\'e0l\'b7lic per a anar adossat a la paret, amb la cara frontal de vidre.\par Ha d'estar pintat de color vermell.{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Armaris met\'e0l\'b7lics per a extintors per a muntar superficialment amb la cara frontal de vidre.\par CARACTER\'cdSTIQUES GENERALS:\par Armari met\'e0l\'b7lic per a anar adossat a la paret, amb la cara frontal de vidre.\par Ha d'estar pintat de color vermell.\par L'acc\'e9s a l'interior, per a les revisions peri\'f2diques de l'extintor, s'ha de poder fer f\'e0cilment sense trencar el vidre.\par El vidre ha de portar la inscripci\'f3 "Trenqueu-lo en cas d'incendi".\par Al\'e7\'e0ria: >= 600 mm\par Ampl\'e0ria: >= 300 mm\par Fond\'e0ria: >= 220 mm\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Per unitats, embalats amb cartr\'f3.\par Emmagatzematge: En llocs protegits de la intemp\'e8rie i d'impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL{'7 {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Aparell aut\'f3nom que cont\'e9 un agent extintor que pot esser projectat i dirigit sobre un foc per l\'92acci\'f3 d\'92una pressi\'f3 interna. Son extintors manuals els que han estat dissenyats per a utilitzar-se a ma o transportat, i que en condicions de funcionament te una massa menor o igual a 20 kg.\par CARACTER\'cdSTIQUES GENERALS:\par El fabricant, o l\'92importador en el seu cas, han de garantir que l\'92extintor correspon a un tipus registrat davant l\'92Administraci\'f3 i que disposa d\'92un certificat estes per un organisme de control facultat per a l\'92aplicaci\'f3 del Reglament d\'92Aparells a Pressi\'f3, que acrediti que l\'92extintor correspon plenament al del projecte presentat per a registrar el tipus.\par Ha de portar una placa oficial, fixada de forma permanent, on s\'92ha de gravar:\par - Indicaci\'f3 de l\'92administraci\'f3 que fa el control\par - La pressi\'f3 de disseny (pressi\'f3 m\'e0xima de servei)\par - El nombre de registre de l\'92aparell\par - La data de la primera prova i la marca de qui la realitz\'e0\par - Els espais lliures per a proves successives\par El cos de l\'92extintor ha de portar una etiqueta amb les dades seg\'fcents:\par - Nom o ra\'f3 social del fabricant o importador que ha registrat el tipus al que correspon l\'92extintor\par - Temperatura m\'e0xima i m\'ednima de servei\par - Productes continguts i quantitat dels mateixos\par - Efic\'e0cia per a extintors port\'e0tils d\'92acord amb la norma UNE 23-110\par - Tipus de focs per als que no pot utilitzar-se l\'92extintor\par - Instruccions d\'92utilitzLVALaci\'f3\par - Data i contrasenya corresponents al registre de tipus\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Per unitats, en funda de pl\'e0stic.\par Emmagatzematge: En llocs protegits de la intemp\'e8rie i d'impactes.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Orden de 31 de mayo de 1982 por la que se aprueba la Instrucci\'f3n T\'e9cnica Complementaria ITC MIE-AP 5 del Reglamento de Aparatos a Presi\'f3n referente a extintores de incendios.\par Orden de 26 de octubre de 1983 por la que se modifican los art\'edculos 2.0, 9.0 y 10 de la ITC MIE-AP 5 del Reglamento de Aparatos a Presi\'f3n relativo a extintores de incendios.\par Orden de 31 de mayo de 1985 por la que se modifican los art\'edculos 1, 4, 5, 7, 9 y 10, y adici\'f3n de un nuevo art\'edculo a la Instrucci\'f3n T\'e9cnica Complementaria MIE-AP 5, del Reglamento de Aparatos a Presi\'f3n, referente a extintores de incendios.\par Orden de 15 de noviembre de 1989 por la que se modifica la Instrucci\'f3n T\'e9cnica Complementaria MIE-AP5 del Reglamento de Aparatos a Presi\'f3n, Referente a Extintores de incendios.\par Orden de 10 de marzo de 1998 por la que se modifica la Instrucci\'f3n T\'e9cnica Complementaria MIE-AP 5 del Reglamento de Aparatos a Presi\'f3n sobre extintores de incendios.\par Real Decreto 1942/1993, de 5 de noviembre, por el que se aprueba el Reglamento de Instalaciones de Protecci\'f3n 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I"! ModCeldas A__SRP_10 ~*__SRP_11 ModGraficap@ B     < 0@ X `hp x B     <    ( 0 B 8 @H P X <"!` *    ]   ]].' LVALF T%<.  T%< ( x  !- !- ! B@umberF  T,<  'i ](]@]`] 5 ara guardem aquelles cel.les que no estiguin ocultes'   ! %. ! % . !SS !  %,<0  'ko ]'r. !!- !- !$.1 St !NS3'rzPkHk@i8 (]'. !!- !- !$.3 S !ASt'zkki  ]'|`. !!- !- !$.t St !DSc '|zkki 8]'n. !!- !- !$.' /> S ! !S0'nz kkiAttribute VB_Name = "ModCeldas" Public mObjColTipus As ,lectionDFun CarregaInfo(objSheetfWorks) Dim lCounLongqValor: SR  = Ne}w  `\= 36@While  .ls(, 200) <> "{6l G5! I.Tag1! +0 `.Add  ",.Full a & "-" 4 Row0"!t/t/a=c+ B1Wend ` End & z~Sub FilterHide sA~|bookAp~|Sh& R RbRangefHh' ara guardem aquelles` cel. no estig uin ocu2.sCM FEachi In`IAX 6=ED. |JA IC= h@ Sh. Y!   CAIf Not (. gden TheAe E 1)db+A]g ! x$H!GIfNextcI@GEsNumeripca(pau&>)!Boolea?C eC?G sFalseCOn Err9Res ?0 a!E6B ~ot|hie c, z.+ X.Index9 v. yumnG:9 Is;l97AB.|N"0>`"Trud"aExit}& 8 : EsAlfan+?:H?*: }:e:": LVALG 6:ol:s:!:A: #?;x'_x:EsFecho:eo:| o:0~ct ?:?:ll?:[P"=:Z?:t?:j?: PdQXdW?:?: ?:0:D o:o :A6PH:Editable /W/WP :` /W d/Wc/WH/W FApRRXX@rq; @ ( @$ @  @ @  (6"JxME< 8 0 "0 8:> PPPLLLLLL<0 %X=% 0`@k` R)U %` h  d% 4`k )   S %` x  tX%  px%  l!%+r(` (R) %   %+`h 9R) %  %+|8` KR) LVALH %  0%+n`ox ^R)  %  xt% @ 8(` 8@0l 0" @` @PP @h@ @ 0 @ @ @ @ @( @  @p @@ Q.@X kk@ @ .@ @ @ @ ,@`( p@v@hO  @d } @` 7@(P 1@L 1@< 1@X, 2@ 3@ 4@ @ @ O O    `nz   @ d @` @\ @8 X @ H @P D @h @ @ < @ , @ ( @$ @  @ LVALI @  8 +KDi*\R0*#1c*\R1*#2ab*\R1*#2ad*\R1*#1c8$*\Rffff*1Z44f43ada$*\Rffff*1[44f43ada*\R1*#e4*\R1*#f1*\R0*#1b*\R1*#e4*\R0*#1b*\R1*#f1*\R1*#dc*\R1*#e4*\R0*#1bx B      098  X>h: / "       <(  hp ; :   $P   B     (0 <8 x  ia"t  qh9lhiP%(0%`H `:]@`5n d>lhiP%(0%`H ``d P/`5 d ,d $d ''l#*#l#*#*#l#*Fld``MP @_ l`=d2 `6/lhiP%(0%:%`H ``lhqh"  t,ld4 `p qx lh;Ldl ,ldiP%`H ` dlL=t)`L:dl ldiP%`t `, p`5,pa, 5, Px @(%l L>F,%L(P%`H ` dLS )`L5,lxqx l9 h 4LVALJ htpl `L,0   0 (  0   `pzK c=t"!\ H ad\`` @l\#X*#DH aH"#@*#<*#(H a,"#$*F_ t2 XD@<($`6 dH, ltc*t DkXt <lX=/Xpz|(t< XD@<($`dH,RrU  ,`=,`i=I,`=a,`=a,!`=a,I`=anrU ~|  Ii  P   +KDi*\R1*#1c8$*\Rffff*1T44f43ada*\R1*#2ab$*\Rffff*1S44f43ada*\R0*#15*\R0*#13*\R0*#f*\R1*#2ac*\R1*#e8*\R1*#d7*\R1*#e4*\R0*#106    B  ( 0 H  X h B  p x      B  LVALK    B   ,0`hp  xd@}y4 x `ME8 8: "<*<60 >  LLL<<<<ITeC.Id %@Rl 8+` p R)  %) %  T%+`  R)@H %)h % %+@`  R) %) ( % 8%+`  &R) %) %   ` 3 ) 08 %)X p% x % 0` H )  %) % (%+` p^R)8 %i& ` ZLVALN +p` mR)808 %i& ` Z $8` { ) %) %  (%` Z @ ` x } ) %) %) %  ^%` 0` 2 "@ `   ) %) %  (%  8%` Z ` :  ( `   ) q%) %  ("%  8 9 %` Z . `@kh  )=  f%+B `k  R)8  %  ^8t  %+F ` X R)Hx  |%)J 1%)L %  ^ %` Nl` Pl9 R `x Dk` RI0  1+V` R)H |%)J  _%)L0 }%  ^P 1%` N` P X @HLBL> 0 | " n  ` ` ʬ ɬR RȞȞȞȞȞȞD6(tf XJJ<@7013EQM2UF03<<<61/*l7@Hz.@012EQM2UF02,@CqHH<61/*>?8@?006PPAUSAN1#@4^HH<61/*<{Gz@(\]|@ 004E9B3U27N6@0^HH<61/*<S? ףp=U@005K4G210354@/^HH<61/*e333334@p= W@L_ID &001GD5HU5DA@2$HH<61/*fffff$@QC@026K219CC11e@(^HH<61/*ʡE@QB@_ID & 003E8981BA0@c HH<61/*<Q@q= ףP[@_ID & 008E881M130B@-^HH<61/*<?(\Ny@_ID & 010F6A1U1601@'^HH<61/*<ffffff@fffffڅ@?F009F6A1U165C@%^HH<61/*<(\@zG\@_ID & 006E81136L1L@#^HH<61/*<(\@\(@_ID & 007E83B5BHBB@"^HH<61/*dxIP@33333U@L_ID &003E32B300PY@ HH<61/*djt?GzD@L_ID &002E32515H4B@^HH<61/*dQ@{Gb@001E4E2451L?@!^HH<61/*cʡUL@(\µQ@ID003E31B3000R@^HH<61/*c333333 @Qo@ID002E31522G1>@^HH<61/*c@GzF@ 001E3Z112Q1<@R.HH<61/*<= ףp4@zGZ@ID011K8781110@ HH<61/*@;@_ID & 012K21475118@2\HH<61/*Yffffff@QP@_ID & 011EAF5UTUBU@1\HH<61/*<2@)\x@ 5002K9B3U001O@/\HH<61/*$@(\@ID018E8L3UA1K9@.\HH<61/*+@(\˃@011E8J4U020}@-\HH<61/*@{G3@012E8J35RECP@,\HH<61/*Q?33333J@   008E826UTESW@+\HH<61/*p= ף?(\S@DE014K218D4B2B@*\HH<61/*S?r@ram de001PPAUPRPA1@)\HH<61/*R @(\X@R_TCER013EG1515229@'\HH<61/*R l@@omp.>1012EG21016R@@&\HH<61/*Rt@w@ 011EMD62623W@%\HH<61/*R?Q%@i comp010EMD3TAMP.@$\HH<61/*R @33333\@del: b009EMD1U012N@#\HH<61/*R @333333x@ID008EMD119C6N@"\HH<61/*R@p= K@caixa 007EMD41004N@!\HH<61/*R?QXS@_ID & 006EMD41079+@ \HH<61/*R?p= b@ 005EMD31443z@\HH<61/*R? ףp=:^@_ID & 004EMD31206.@\HH<61/*R?= ףp}A@ 003EMD314412@\HH<61/*R?[@amper 002EMD31442'@\HH<61/*R?r@nies d001EMD3144T*@\HH<61/*O(@= ףp}]@ de me003EMDBU005`@\HH<61/*O@Q@ 002EM31262KN@\HH<61/*0LVAL'@{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Plaques de senyalitzaci\'f3 de vies d\'92evacuaci\'f3 d\'92interior d'edificis, col\'b7locats en la seva posici\'f3 definitiva amb fixacions mec\'e0niques.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Fixaci\'f3 de l'element\par - Neteja\par CONDICIONS GENERALS:\par L'element de senyalitzaci\'f3 ha d'estar fixat al suport a la posici\'f3 indicada a la DT, amb les modificacions introdu\'efdes al replanteig previ, aprovades per la DF.\par Ha de tenir col\'b7locats i cargolats tots els visos previstos per la seva fixaci\'f3.\par La cara exterior de la placa ha d'estar en un pla vertical, amb l'aresta superior horitzontal.\par El car\'e0cter num\'e8ric ha d'estar en un pla vertical i correctament orientat.\par Toler\'e0ncies d'execuci\'f3:\par - Nivell: \'b1 5 mm\par - Aplomat: \'b1 1 mm/15 cm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par El parament on s'ha de col\'b7locar ha d'estar totalment acabat.\par No s'han de produir danys a la pintura ni bonys a la planxa durant la col\'b7locaci\'f3.\par No s'ha de foradar la placa per fixar-la. S'han d'utilitzar els forats existents.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat col\'b7locada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE 23033-1:1981 Seguridad contra incendios. Se\'f1alizaci\'f3n.\par UNE 23034:1988 Seguridad contra incendios. Se\'f1alizaci\'f3n de seguridad. V\'edas de evacuaci\'f3n.\par\pard\par }LVALO 008@@p(    @ ` P 8(T@h\ @L @D p8P`Bx`8@pO ptDH,P@l H@(\ O@Z @H 4@@8 " @X( " @p  @  @ 2p 2h P8(: P>@hl @\ @X @`H 1@8 ?@x( ?@& ?@Z @8 P0 @ 0  8@ 2@ 2@ -@ @ -@ @ @  @8p @P` @hP @@ 81h 0      !#w"HP.&'()*+,-801234567$9:;<=>?@LVALP ABCDEFGIJKLMNOQuRpTh_WXYZ[\]^`abcdefgSijklmnoqrstva`yz{|}!   "        ( 8 H X "  `  hp       (8 HB  P  X ` p4      B  (  08 @4`    "       0 H ` p  "         P  >`    "        8 P  p   $  "   ( 0 LVALQ 8  @ ` x      ( 0 8 " @ 8H 5 /     ,U  4w $B0 H +      B     "]  8 H  P X B  ` h p x    "   , <  H `P       B0   ,  B    ( 0 8 @  H "X   ,         (]  ]<ITeC.Id % 0]   A@ B@ !'i ]p   A@% B@ !'i@ ]    A@ B@ !'i @  $S  $  $'d'ki  ]` !! S|PkH $ ( $ ( ! !  ( !<B@a  A@ B@ B@  A@o  ] !! S|pkhLVALR $ ( $ ( ! !  ( !<B@a  A@ B@ B@    A@"  A@$o 0]?B' Z 8! !  Z & 8%<$t Z & 8%<S  Z & 8%< S Z & 8%<'kk Z i ]X' Z 8! !   Z & 8%<$t Z & 8%<S  Z & 8%< S Z & 8%<'k(k  Zi p]]  Z ! !  !,!  ZS Z !,%..( (S (!0 Z ,<  (!2 Z ,<kHk@8o0 8] /4e ^  ]]( ^$t ^! !  ^! !  %<$tS ^! !  ^! !  %<'0 ^'2 0S 0 2 !4B@k(k o @]]]]( : !4!  : !4%..8 Z ! !  @ !,!  ZS Z !,%..( (S (!0 8!0S 8!2 Z ,<ykkko @]]] Z ! !  !,!  ZS Z !,%..( Z !4%..8 ( 8S (!0 Z ,< (!2 Z ,< 8!2 Z ,<kko ( 1 si la fulla ja esta tractada amaguem les cel.lesG1$:!V1S ! : G|j <B@> Z Z <%< $ : Gyj Z <%< Z <%< S Z$P: Z Z <%<   <% B@HLVALS  >!@(Selection.RowHeight = 0.1k8 Zk o  ] 'B ^ 8 ^$t ^!V$DS B 'Bki  ] ] ] 'N'P ^ L ^$t ^!V$DS N H!VS& Aquest es l'element que estem buscant J%<$R P  J%<$R 'Fk YobjColGranulo.Add objRangeX.Offset(LngCount, 0), objRangeY.Offset(LngCount, 0), LngValors N 'Nk8 P 'P i  0$T$@$T'Ri  ]8 ]X ]p 'N'P ^ L ^$t ^!V$DS N H!VS& Aquest es l'element que estem buscant P  L%<'Vk N 'Nk P 'PiAttribute VB_Name = "ModGrafica" Public ProcessingCells As Boolean Const ITE C_TAG <I@TeC.Id Functio n CoeientA(objRangeMostra1Q, J2) DoeEt Dim.e@gresio New R $ Estableixt : ;1}C!N ..Calcula p  End & aRBRWD Q[DBLDbA@MDR9 CD9  9 BG9 CFcFF9 XMaximQuadratgG#Ifta) <> 0 The` a--n[ / (2 *#?g! 2)) Yls: X0pIfcsP Sub @Lineall,  " ResultatF P`0 % .Columnsunt.3.c Exit #Ak BH3R, 1d0 *in= M?io.NumPs  G6.Row- 1EA.Cr4"?E! 9Gen0erar"`ialc&# ?L2JwKgeKs OK0=%%F4%%{.R%(%a%e#% bQFR% & JI 0 "!%cS6%% $ L({ ! "(nF5"!<'n@GLxong Li1IntegeP:;" 9 SFor i01 To?" Q @S1 *IsericF.(i, )@ \xqbia  >Smc SO  WNext ieAuQ~qg qe9 p_`__ _l>s&_Q S <_| cPR=_S_d 3_riva3 /`raTOB=[31$q<q! 5!" PUz1+ u2t& >=`9o/Set #LVALT Item(ihNoIhothO g @ A=V 6&1)38A .XxxA (2"!y: x!: !1T/! cU9 d"!& Sd.= qs#Each Cell In objRangeMostra1  HDim X As Doub4le `y0DIf (IsNumePric(C)` And 2 .#s,.Row - + 1,/.Column),))) pThen~u9 X =R5G =y=f X <> 0^`egresio..Add X, y $Ef! Next  ASub Private  Esta ~ixResultatAgRA csE BA)+ ,Punt$1iInteger jJ For j@T1 ToBtLHCo %GSet %D!C Item(j5AKi0 ?CAs@FGAz0 sCalculat >= i-w  ,i, No s hingt a!q!,.Xa-@ti a**!fs(i,x 3)C ,`Exit `5siclhamci!'hk2kasNLineal_l_l LAca _lL@JlwZZG*YpLY.rY^w`t`H$ IsSdg  AaW1W.X?D@^2)]xe!3 ~.m-- ciBcbHidep{s`(shFu %WorksheetG' si la fa ja ePf Pctada amaguem les cxel.psf("G1").Valuep?"1"$QApplication.VisilFalse" @ro .Actp! 0x500  Left1), Len(ITE C_TAG0 = x   O$0r" "q ?1$Str(i) & ":"aPi + `1 ).Selec@& cWsEnti`r ".#denPTru(E'7P@Height0~.-+a* i O+c Fun0on %orb&T `s LongRRAFV1 ##Each& ? bTr\im!a3/)1"I/0 g)Y=%=vGranulomet Xj1yPos27Yvrs djrC Lng3!A : g= ; Y#ll  10! <N q' AquT PT l'7me aU`Tbuscan8 : +Log10XK1Jf-0s( %,~ E2 1i&5'iBjX.O ffset , 0RY ;f #_0 $=~ c2Q D2StpfEXT3 (X) /(10#0 P77NY7@7ge7ge0*sC Double  Dim objCell As RangldLngValorslLong4Count 2>l= 0$\"For Eadch`In Y" If IsN umeric() And Trim.ue) <> "" ThenAE9  )W<=;Pos$ "' Aquest es l'epleme tem busca nt 6Gran@ulomet bY ! 8Y.s(G" + 1, 1)e !E vIf9 `= !   c 1 Nex. Functio@R}LVALV __SRP_2~@__SRP_3 Punt &__SRP_8 a !y  0 0  0   0   0 @  0   0   0 0  0   0 p  0 8  0 @  0 @  5X'\%:l%$ Xa8:H ]3X58,& X$ X h k&Xf H ( (H(\hP @(\%XH X89  J8( (: ]3X68(w @(\%XH X8(]/( @(%H (]p 'p)X68 0 8 8:l( @(H%XH X (Sp`%H  Oe @ @ @ @ @ QFHJLL[6LFHxL666QzQFHJLL[6LFxJJ666Q|QFHLJL[6J68:O666QQFHLJL[6J68<O666QQFHLJL[6LFHxL666QQFHLJL[6LFxJJ666QQFL88J66J68:O666 QFL88J66J68<O666  QFL88J66LFHxB666  QFQxoS66J68:D666QFQxoS66J68<D666JQFQxoS66L6J<8666KQFQxoS66L6MooS66LQF[<@LDoJ68::666apQF[<@LDoJ68>6666aqQF[<@LDoLdUJo:QDanQF[<@LDoO6D68>B8aoQF[<@iQMJ68::666WQF[<@iQMJ68>6666XQF[<@iQMO6D6J>O8VQF[>o6:6J68::666~yQF[>o6:6J68>6666ZQF[>o6:6L6U8o6:6hQF[>o6:6O6D6J>O8gQF^<oJ8\J68::666QtQF^<oJ8\J68>6666QsQF^<oJ8\L6UJL8^6QrQH:<:UH8J68>6666A!QH:<:UH8J68@6666A#QH:<:UH8L6<<:<66A$QH:<:UH8M8<<J6<6A"QH6666QH<66M`QH6666A2QH>J68:D666 QH>J68<D666!QH>J68>6666QH>L6<8:>66QH>LH6QH>LHMx8666QH>O6D68B>8QH= 100 dB\par - Altaveu interior: 20 W\par Temperatura de treball: -5\'b0C - +40\'b0C\par PER A MUNTAR A L'EXTERIOR:\par La caixa ha de ser resistent als cops i a l'intemp\'e8rie, amb protecci\'f3 antiobertura de la tapa i separaci\'f3 de la paret. A la cara frontal ha d'haver l'\'f2ptica del senyal d'alarma, a la lateral unes ranures de ventilaci\'f3 i a la posterior uns forats per per a la seva subjecci\'f3.\par La font d'alimentaci\'f3 ha de ser per xarxa.\par Font d'alimentaci\'f3: 125, 220 V c.a.\par Altaveu: 45 W\par Sirena electr\'f2nica: >= 100 db\par Temps d'entrada (ajustable): 0 - 40 s\par Temps de sortida (ajustable): 0 - 40 s\par Temperatura de treball: -5\'b0C - +40\'b0C\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Per unitats embalades en caixes.\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }LVAL\ %u__SRP_6__SRP_7e@N"AU.M: `-CE   ,  nd If9$'dNlv9el{A P V2J=Qothing]E& |APCP@Rerty GaItem(vntIndex {VSRnt{@\usaAZ h r ref^ cielemento de nlAAG' !Xi& @X ndisBoblave,$%por lo& ?sr mo dS yntax: A$Hfoo@:x.Bx0yz) 5)Aa>)#*O'C,Fk`*Co"!(9'Lo1 'obwnmerB&M'sco(. Siais: @Debug.@~nt x. Bd@Sub Remove@dquitab~x=&Jya=, :$S;!x~.:#2A-u# N a!#a Enumc7IUnknow ' @ permieerarD6 a[sD For ...EachN 6[_]+N7Cs_Initialize(bX BiG cuando9 b  %a& _@j+& gT n! 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'tiX X pS }  `   `      t$R  'vd'vki  pS   } `      `  t$R  'xd'x$tk ix  pS    }  `   `   $R  'zd('z Zki x `     t$ ' i  S Z'rd'rki 8    `  `   `   t$R ' iX   S@'pd0'pk i    S  a ' (i    S  ~ a     ~ S   a      'R ih X]'  Z t !4LVALuvi {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Aixetes i accessoris complementaris per a aparells sanitaris, de diferents tipus i de diferents di\'e0metres d'entrada i de sortida.\par S'han considerat els elements seg\'fcents:\par - Aixeta de llaut\'f3 cromat\par - Enlla\'e7 mural per a maniguets de llaut\'f3 cromat\par - Maniguet flexible de malla met\'e0l\'b7lica amb \'e0nima interior sint\'e8tica o de coure niquelat\par S'han considerat els seg\'fcents tipus d'aixetes:\par - Senzilla\par - De pas\par - De regulaci\'f3\par CARACTER\'cdSTIQUES GENERALS:\par En el cas de que el material s'utilitzi en obra p\'fablica, l'acord de Govern de la Generalitat de Catalunya de 9 de juny de 1998, exigeix que els materials siguin de qualitat certificada o puguin acreditar un nivell de qualitat equivalent, segons les normes aplicables als estats membres de la Uni\'f3 Europea o de l'Associaci\'f3 Europea de Lliure Canvi.\par Tamb\'e9 en aquest cas, es procurar\'e0 que els esmentats materials disposin de l'etiqueta ecol\'f2gica europea, regulada en el Reglament 880/1992/CEE o b\'e9 altres distintius de la Comunitat Europea.\par No ha de tenir picades ni osques. El revestiment ha de ser continu al llarg de tota la superf\'edcie.\par Les peces interiors han de ser de materials resistents a la corrosi\'f3 i a les incrustacions calc\'e0ries.\par Ha de tenir un color uniforme i una textura llisa a tota la superf\'edcie.\par Els angles i les arestes han de ser arrodonits.\par Ha de complir les condicions requerides per la DF.\par AIXETA:\par El volant ha de permetre u LVAL x Z>]]ŹC2BPer canal de drenatge 1.000 10.200 0.400 0.250 1.020 C#*D#*E#*F# 1.000 6.700 0.400 0.250 0.670 C#*D#*E#*F# Per canal de drenatge 1.000 10.200 0.400 0.250 1.020 C#*D#*E#*F# 1.000 6.700 0.400 0.250 0.670 C#*D#*E#*F# 1.000 3.550 0.400 0.250 0.355 C#*D#*E#*F# Per sabata muret costat est 1.000 7.000 0.600 0.550 2.310 C#*D#*E#*F# Per xarxa sanejament pericons 45x45 1-2-3 3.000 1.350 1.350 1.000 5.468 C#*D#*E#*F# col.lectors d.160 1.000 5.200 0.400 1.000 2.080 C#*D#*E#*F# 1.000 12.000 0.400 1.000 4.800 C#*D#*E#*F# 1.000 9.000 0.400 1.000 3.600 C#*D#*E#*F# Per xarxa sanejament pericons 45x45 A 1.000 1.350 1.350 1.000 1.823 C#*D#*E#*F# col.lectors d.125 de A a 3 1.000 19.500 0.400 0.700 5.460 C#*D#*E#*F# 1.000 8.500 0.400 1.000 3.400 C#*D#*E#*F# de canal a 2 1.000 4.000 0.400 0.700 1.120 C#*D#*E#*F# de baixant a col.lector 2-3 1.000 4.000 0.400 0.700 1.120 C#*D#*E#*F# Caixa per edifici 1.000 5.500 12.000 0.450 29.700 C#*D#*E#*F# 1.000 11.500 9.000 0.450 46.575 C#*D#*E#*F# 1.000 1.500 7.500 0.450 5.063 C#*D#*E#*F# Part reformada. aula informtica 1 1 1 C#*D#*E#*F# rack 1 1 1 C#*D#*E#*F# sala treball3 1 8 8 C#*D#*E#*F# Part reformada faana est sala treball 2.000 8.000 16.000 C#*D#*E#*F# faana sud sala treball 2.000 1.000 2.000 C#*D#*E#*F# faana nord aula informtica 2.000 1.000 2.000 C#*D#*E#*F# espai silenci 2.000 1.000 2.000 C#*D#*E#*F# Part ampliaci 2.000 3.000 6.000 C#*D#*E#*F# Part reformada faana est sala treball 2 8 16 C#*D#*E#*F# faana sud sala treball 2 1 2 C#*D#*E#*F# faana nord aula informtica 2 1 2 C#*D#*E#*F# espai silenci 2 1 2 C#*D#*E#*F# Part ampliaci 2 3 6 C#*D#*E#*F# Part reformada. Brancals finestres faana nord AL.R4 1 2 2.6 5.2 C#*D#*E#*F# 1 1 2.45 2.45 C#*D#*E#*F# AL.R3 1 2 1.7 3.4 C#*D#*E#*F# 1 1 1.95 1.95 C#*D#*E#*F# AL.R1 3 2 1.7 10.2 C#*D#*E#*F# 3 1 1.45 4.35 C#*D#*E#*F# faana est AL.R3 4 2 1.7 13.6 C#*D#*E#*F# 4 1 1.9 7.6 C#*D#*E#*F# faana sud AL.R2 4 2 1.7 13.6 C#*D#*E#*F# 4 1 1.7 6.8 C#*D#*E#*F# faana oest AL.R3 4 2 1.7 13.6 C#*D#*E#*F# 4 1 1.9 7.6 C#*D#*E#*F# Al.R3 1 2 1.7 3.4 C#*D#*E#*F# 1 1 1.9 1.9 C#*D#*E#*F# AL.R1 3 2 1.7 10.2 C#*D#*E#*F# 3 1 1.45 4.35 C#*D#*E#*F# AL.R1 2 2 1.7 6.8 C#*D#*E#*F# 2 1 1.45 2.9 C#*D#*E#*F# AL.R1 3 2 1.7 10.2 C#*D#*E#*F# 3 1 1.7 5.1 C#*D#*E#*F# Parets exteriors part reformada faana nord 1 7.4 3.65 27.01 C#*D#*E#*F# 1 .8 2.6 2.08 C#*D#*E#*F# 2 .35 2.6 1.82 C#*D#*E#*F# 2 .3 2.6 1.56 C#*D#*E#*F# 1 .35 2.6 .91 C#*D#*E#*F# (matxons) 5 .3 1.7 2.55 C#*D#*E#*F# 3 .3 1.7 1.53 C#*D#*E#*F# faana est 1 7.4 3.65 27.01 C#*D#*E#*F# (matxons) 6 .3 1.7 3.06 C#*D#*E#*F# 3 .3 1.7 1.53 C#*D#*E#*F# faana sud (matxons) 8 .3 1.7 4.08 C#*D#*E#*F# 4 .3 1.7 2.04 C#*D#*E#*F# faana oest (matxons) 7 .3 1.7 3.57 C#*D#*E#*F# 3 .3 1.7 1.53 C#*D#*E#*F# 5 .3 1.7 2.55 C#*D#*E#*F# 3 .3 1.7 1.53 C#*D#*E#*F# 3 .3 1.7 1.53 C#*D#*E#*F# 2 .3 1.7 1.02 C#*D#*E#*F# 5 .3 1.7 2.55 C#*D#*E#*F# 2 .45 1.7 1.53 C#*D#*E#*F# 1 .3 1.7 .51 C#*D#*E#*F# Llosa entrada 1 1 .15 .15 C#*D#*E#*F# 1 5.6 .15 .84 C#*D#*E#*F# 1 2.95 .15 .4425 C#*D#*E#*F# Llosa porxo 1 .6 .15 .09 C#*D#*E#*F# 1 3.6 .15 .54 C#*D#*E#*F# 1 9.4 .15 1.41 C#*D#*E#*F# (forats) 2 10.5 .15 3.15 C#*D#*E#*F# (biga penjada) 2 2.8 .3 1.68 C#*D#*E#*F# 2 8.8 .3 5.28 C#*D#*E#*F# LVALg {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Revestiments verticals de paraments interiors realitzats amb planxes o l\'e0mines de diferents materials, col\'b7locats a l\'92obra.\par S'han considerat els materials seg\'fcents:\par - Planxes d\'92alumini col\'b7locades amb fixacions mec\'e0niques\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par En la col\'b7locaci\'f3 de planxes d\'92alumini o planxes d\'92acer inoxidable:\par - Preparaci\'f3 de les planxes (talls, forats, etc.)\par - Neteja i preparaci\'f3 de la superf\'edcie de suport\par - Replanteig de l'especejament en el parament\par - Fixaci\'f3 de les planxes\par - Retirada de l\'92obra de les restes d\'92embalatges, retalls de planxa, etc.\par CONDICIONS GENERALS:\par En el revestiment acabat no hi ha d'haver peces trencades, deformades ni amb defectes superficials apreciables (ratlles, bonys, etc.).\par S'han de respectar els junts propis del suport.\par L'especejament ha de complir les especificacions subjectives requerides per la DF.\par Toler\'e0ncies d'execuci\'f3:\par - Planor: \'b1 2 mm/2 m\par - Horitzontalitat: \'b1 2 mm/2 m\par - Paral\'b7lelisme entre els eixos dels junts: \'b1 1 mm/m\par - Horitzontalitat dels junts (amidada sobre els eixos dels junts): \'b1 2 mm/2 m\par - Verticalitat dels junts (amidada sobre els eixos dels junts): \'b1 2 mm/2 m\par PLANXA D\'92ALUMINI:\par El conjunt del revestiment ha de ser estable i indeformable. Ha de formar una superf\'edcie plana i cont\'ednua que ha de quedar al nivell i en la posici\'f3 prevista.\par El conjunt acabat ha de tenir un color LVALuniforme.\par Les unions s\'92han de mantenir paral\'b7leles entre si.\par El revestiment ha de quedar separat del sostre i del terra o s\'f2col un m\'ednim de 5 mm.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par PLANXA D\'92ALUMINI:\par Per a iniciar-ne l'execuci\'f3 cal que la coberta i el tancament de l'edifici s'hagin acabat, inclosa la fusteria dels buits d'obra que quedin en l'\'e0mbit d'actuaci\'f3.\par La manipulaci\'f3 de les plaques (talls, forats per a instal\'b7lacions, etc.) s'ha de fer abans de fixar-les al suport.\par Els paraments d'aplicaci\'f3 han d'estar sanejats, nets i humits. Si cal, es poden repicar abans.\par Les peces han d\'92anar recolzades com a m\'ednim en dues llates.\par En les plaques col\'b7locades amb fixacions mec\'e0niques, els cargols han d\'92entrar perpendicularment al pla de la placa, i la penetraci\'f3 del cap ha de ser la correcta.\par Un cop acabades les tasques de col.locaci\'f3 del revestiment, es procedir\'e0 a la retirada de l\'92obra de les restes d\'92embalatges, retalls de planxes, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }V V, ʘ ɘLeD&?Q^4@;O @'@K3@  @@EJ2Z1121Aixeta senz.,munt.superf.,llaut cromat,preu alt,sort.rosca.D=3/4,entrada rosca.D=1/2@uEJ2Z1121POProjecte del'ampliaci i reforVEN.36,,ysnl >&?Q@fffff@ q@k `@ @@EFC92PB6Tub poliprop.multic,tub int.poliprop.,D=16mm,nima alum. i protecci ext.poliprop.,pressi mx=20bar@mEFC92PB6POProjecte del'ampliaci i reforVEN.3A77ysnl >&?\(C@S㥛 @Q=@x C@G @@FJSBU010Electrovlvula p/reg,cos PVC,1-10 bars,solenoide 24vac,presa 1'',instal.lada@$uFJSBU010POProjecte del'ampliaci i reforVEN.3)ysnl >&?,A@V}b4@jMS)@1*@@ @@@E222B853Excav. rasa instal.,h<=1m,+crr.roca tova,compressor+terres deix.vora@m3E222B853POBanc GISA Edificaci Obra NovaVEN.3$ysnl >&?\(‰@)\W@Q@@@@EAVJLAM3Gelosia LAM.3, horitzontal alumini natural plata,forat o.190x170 cm.@uEAVJLAM3POProjecte del'ampliaci i reforVEN.3!ysnl >&?(\@)\W@Qb@@@@EAVJLAM2Gelosia LAM.2, horitzontal alumini natural plata,forat o.175x170 cm.@uEAVJLAM2POProjecte del'ampliaci i reforVEN.3!ysnl >&?(\@)\W@Q҆@@@@EAVJLAM1Gelosia LAM.1, horitzontal alumini natural plata,forat o.145x170 cm.@uEAVJLAM1POProjecte del'ampliaci i reforVEN.3!ysnl >&? ףp=E@n !@@@㥛 (E@|@@KY03U000Forat paret for.,D=5-25cm,amb corona taladr.refrig. aigua@uKY03U000POProjecte del'ampliaci i reforVEN.3  ysnl >&?)\R@x& @@P@/DR@?<?@@EEKN1UC0Reixeta intemperie circ. d. 250 mm.alum.lac.blanc+malla,,aletes Z,fix.bast.@uEEKN1UC0POObra civil per la instal.laciVEN.3(ysnl >&?(\@(\S@Q)@ @v`@@EABGU001Conjunt de reixat de tancament S.2}@9uEABGU001POProjecte del'ampliaci i reforVEN.3ysnl >&?ףp= ;@K7@= ףp=@Mb;@Us@@E86BUTLAFolrat param.vertical,xapa alum.plegat lacat,g=2mm,ampl<=60cm,fix.mecniquesR@mE86BUTLAPOProjecte del'ampliaci i reforVEN.3)ysnl >&?QXP@}?5^I@NbX9K@= ףpO@Ts@@E86BUT10Folrat param.vertical,xapa alum.plegat lacat,g=2mm,ampl<=60cm,fix.mecniquesN@7m2E86BUT10POReforma CAP 'El Castell' . CasVEN.3+!!ysnl >LVALn accionament de la apertura, tancament i regulaci\'f3 de cabal suau i prec\'eds.\par El comandament d'accionament ha de dur un distintiu blau per a l'aigua freda i un de vermell per a l'aigua calenta.\par Cabal m\'ednim d'aigua a 3 bar (UNE 19-703): 0,2 l/s\par Gruix del cos: >= 2 mm\par Estanquitat de l'aigua amb l'obturador tancat abans i despr\'e9s de la col\'b7locaci\'f3, a 16 bar (UNE 19-703): No s'han de produir fuites\par Estanquitat de l'aigua amb l'obturador obert i la boca tapada abans i despr\'e9s de la col\'b7locaci\'f3, a 4 bar (UNE 19-703): No s'han de produir fuites\par Resist\'e8ncia mec\'e0nica amb l'obturador tancat amb pressi\'f3 de 25 bar (UNE 19-703): No s'han de produir deformacions permanents\par Resist\'e8ncia a torsi\'f3 de l'\'f2rgan de maniobra (UNE 19-703): >= 6 N m\par ELEMENTS DE LLAUT\'d3:\par Exteriorment ha d'estar recobert amb dues capes, una de n\'edquel i una altra de crom.\par Gruix de la primera capa de recobriment: >= 5 micres\par Gruix de la segona capa de recobriment (cromat): >= 0,25 micres\par Resist\'e8ncia a la corrosi\'f3 del recobriment (UNE 37-551): No han d'apar\'e8ixer bombolles, exfoliacions, picades o desaparicions de recobriment\par Adher\'e8ncia del recobriment (UNE 37-551): No s'han de produir escames ni despreniments\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En bossa de pl\'e0stic dins de la caixa protectora.\par Cada bossa o caixa ha de portar de forma indeleble i visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Instruccions d'instal\'b7laci\'f3 i muntatge\par Emmagatzematge: En el seu embalatge, en llocs protegits contra els impactes i la intemp\'e8rie.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }7K BG2A____L1)'' ::EG2A____tm1)''   EQM____4sC1(&& E8B____ 2H1(&& BJ2Z____&d uv1)''LVALm Z 4%..(    (!0 ' @i ]8 '` Z t Z 4%..(.8 ` (!0 (!0 '`@i  X ] ' Z t S Z 4%..(  (!0 (!0 (!0 'i  ]8 '  Z t Z 4%..(   (!0 (!0 (!0 (!0 '  ix X ] '  Z t Z 4%..(  (!2 ' i  ]8 '  Z t Z 4%..(   (!2 (!0 ' i X ] '} Z t Z 4%..( } (!2 (!0 (!0 '}i  ] ]0 ]H ]` ., rS Z t Z 4%.!0'0  0  '2 0 2 ,B@$.hd` Es un punt Z t Z 4%..(|. 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ASS_REF='F~l\J}@9 FavxEa% o2DFWorkbook Workbook_OpenGetRefID CanviaCelles @LVAL"8 {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par DEFINICI\'d3: \par Porta met\'e0l.lica col.locada, amb tots els mecanismes per a un funcionament correcte d'obertura i tancament, amb els tapajunts col\'b7locats o trapa met\'e0l.lica practicable, col.locada.\par S'han considerat els tipus seg\'fcents:\par - Porta de perfils met\'e0l.lics amb bastiment, col.locades sobre obra.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Col\'b7locaci\'f3, aplomat i anivellat del bastiment, i segellat dels junts\par - Muntatge de les fulles m\'f2bils\par - Eliminaci\'f3 dels rigiditzadors\par - Col\'b7locaci\'f3 dels mecanismes i els tapajunts\par - Neteja de tots els elements\par CONDICIONS GENERALS:\par Ha d'obrir i tancar correctament.\par No ha de gravitar cap tipus de c\'e0rrega sobre el bastiment.\par Dist\'e0ncia entre ancoratges galvanitzats: <= 60 cm\par Dist\'e0ncia d'ancoratges galvanitzats als extrems: <= 30 cm\par Franqu\'edcia entre la fulla i el bastiment: <= 0,2 cm\par PORTA MET\'c0L\'b7LICA:\par El bastiment ha d'estar ben aplomat, sense deformacions dels angles, al nivell i al pla previstos.\par Els ribets i els junts de materials tous han de ser nets i han de quedar lliures.\par D'acord amb l'envidrament que porti ha de complir els valors d'aillament t\'e8rmic i ac\'fastic previstos.\par La porta, un cop incorporada a l\'92obra, ha de complir els requisits de resist\'e8ncia mec\'e0nica, seguretat d\'92\'fas i higiene i salut establerts a la norma UNE 85103.\par El bastiment ha d'estar travat a la paret per mitj\'e0 d'ancoratges galvafLVALvnitzats.\par Franqu\'edcia entre la fulla i el paviment: >= 0,2 cm, <= 0,4 cm\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig: \'b1 10 mm\par - Nivell previst: \'b1 5 mm\par - Horitzontalitat: \'b1 1 mm\par - Aplomat: \'b1 2 mm/m\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par CONDICIONS GENERALS:\par Per a la col\'b7locaci\'f3 del bastiment s'han de preveure els gruixos dels acabats del parament o del suport al qual estigui subjecte.\par S'ha de col\'b7locar amb l'ajut d'elements que garanteixin la protecci\'f3 del bastiment contra els impactes durant tot el proc\'e9s constructiu i d'altres que mantinguin l'escairat fins que quedi ben travat a l'obra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE 85103:1991 EX Puertas y cancelas pivotantes abatibles. 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inclou les operacions seg\'fcents:\par - Fixaci\'f3 de l'aparell al parament.\par - Connexi\'f3 a la xarxa el\'e8ctrica del circuit d'alarma.\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Ha d'estar fixada s\'f2lidament en posici\'f3 vertical mitjan\'e7ant tacs i visos.\par Ha de quedar amb els costats aplomats i anivellats.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions especificades per a l'execuci\'f3 de la partida.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. 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ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="72" col="9" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="72" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="72" col="13" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" hLVAL6O(x{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Detectors muntats superficialment a la paret o al sostre.\par S'han considerat els tipus seg\'fcents:\par - Detector d'infraroigs passiu\par - Detector d'infraroigs passiu de cortina espessa\par - Detector d'infraroig passiu i de radar combinat\par - Detector microf\'f2nic\par - Radar volum\'e8trics muntat superficialment a la paret o al sostre\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Fixaci\'f3 de l'aparell a la superf\'edcie\par - Connexi\'f3 a la xarxa el\'e8ctrica de detecci\'f3\par - Prova de servei\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida al projecte o, en el seu defecte, la indicada per la DF.\par La base ha de quedar fixada s\'f2lidament.\par Els senyals lluminosos d'alarma i de servei han de quedar encarats al punt d'acc\'e9s de la zona que han de protegir.\par Ha de quedar connectat, mitjan\'e7ant un sistema de dos conductors, a la xarxa que li correspongui, d\'92una central de detecci\'f3, a 24 V.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Posici\'f3: \'b1 30 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La seva instalaci\'f3 no ha d'alterar les caracter\'edstiques de l'element.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }V 9 -^k.&?RQ@AfU@2ı.@oʡ@Z@@E898E240Pintat horitz.ext.ciment,plstica llis,1fons+2acab.@m2E898E240POBanc GISA Edificaci Obra NovaVEN.3ysnl >&?Gz=@6>W[q+@_vO..@Af<@*@@E4E2451LParet estructural,p/revestir,g=15cm,bloc ciment,foradat,R-6,400x200x150mm,revest.,lliscat.,I,UNE-EN C@m2E4E2451LPOBanc GISA Edificaci Obra NovaVEN.3C99ysnl >&?%@$@$@O@@K2147511Enderroc,llinda,obra cerm.,mitjans man.,crrega manualk@mK2147511POBanc_GISA_Rehabilitaci_2008_vVEN.3  ysnl >&?)\+@:M@( *@Y@@EAF5UTUBMuntant tubular d'alumini lacat plata natural mate de 60x50 mm@@uEAF5UTUBPOProjecte del'ampliaci i reforVEN.3ysnl >&?QkH@t2@up> @G@{@@K9B3U001Paviment pedra calcria nacio.acab.nat.del tall,preu alt,g=20mm,1251-2500cm2,mixt 1:2:10@m2K9B3U001POProjecte del'ampliaci i reforVEN.37--ysnl >&?q= ףI@oH@oH@X@@K218D4B2Desmunt.tesela vidre.,param.vert.,restaurador,mitjans man.,num+net+aplec+crrega manual dific.mitj@m2K218D4B2POBanc_GISA_Rehabilitaci_2008_vVEN.3B88ysnl >&?r@o14r@o14r@@PPAUPRPAPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protec?@paPPAUPRPAPOProjecte del'ampliaci i reforVEN.3C99ysnl >&?Gz@462j, resist.comp.>1250n, rig.dielc.>2000v,rosca+superf.\@mEG21016RPOProjecte del'ampliaci i reforVEN.37--ysnl >&?zG?HzG?X9v?Zd;_?erBy@EMD62623Conductor blindat+apantallat 6x0,22mm2+2x0,75mm2,tubL@mEMD62623POProjecte del'ampliaci i reforVEN.3ysnl >&?Q%@fffff@Q@(\$@M(Pa@EMD3TAMPTamper per central crz@uEMD3TAMPPOProjecte del'ampliaci i reforVEN.3ysnl >&?33333,@ %@(\ @= ףp+@ic. @EMD1U012Rtula de paret per fixaci de detector duo. model: br1. marca: visonic. referncia plana fbrega: a@ uEMD1U012POProjecte del'ampliaci i reforVEN.3A77ysnl >&?333333H@ %@ףp= 7B@ףp= G@@@EMD119C6Det.IR passiu,90,abast long.<=12m,munt.superfic.paret@uEMD119C6POProjecte del'ampliaci i reforVEN.3  ysnl >LVALVO( {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Elements captadors per a instal\'b7lacions de seguretat.\par S'han considerat els elements seg\'fcents:\par - Detectors d'infraroigs passius per a muntar superficialment a la paret i al sostre\par - Detectors d'infraroigs passius de cortina espessa per a muntar superficialment a la paret\par - Detectors microf\'f2nics\par - Radars volum\'e8trics\par - Detectors d'infraroigs i radar combinat\par CARACTER\'cdSTIQUES GENERALS:\par Condicions de funcionament:\par - Humitat relativa: <= 95%\par - Temperatura de treball: 0\'b0C - 45\'b0C\par - Tensi\'f3 d'alimentaci\'f3: 12 V c.c.\par DETECTORS D'INFRAROIGS PASSIUS:\par Element sensor \'f2ptic que capta emissions d'ones d'alta freq\'fc\'e8ncia (infraroigs), captant canvis de temperatura.\par Ha d'estar format per un suport i un cos.\par Angles de cobertura: >= 90\'b0\par Per a muntar superficialment al sostre:\par - Angle de detecci\'f3: 360\'b0\par Abast m\'e0xim: >= 7,5 m\par Nombre ventalls (plans verticals de detecci\'f3): >= 2\par Nombre de feixos (plans horitzontals de detecci\'f3): >= 5\par Cobertura corredor. Abast m\'e0xim: >= 10 m\par Cobertura cont\'ednua. Abast m\'e0xim: >= 10 m\par Si s\'f3n de cortina espessa:\par - Ha de tenir una lent de cortina.\par - Zones sensibles de detecci\'f3: 1\par - Cobertura lateral: >= 1 m\par - Abast longitudinal: >= 10 m\par DETECTORS D'INFRAROIGS I RADAR COMBINAT:\par Element que combina la detecci\'f3 d'infrariogs i microones.\par Ha d'estar format per un suport i un cos.\par Les conexions han de ser pel circuit de detecci\'f3 i per a repetir elLVAL senyal d'alarma activant un senyal llumin\'f3s.\par Ha de dur incorporat un senyal llumin\'f3s indicador de moviment (Led).\par Han de servir per a vigil\'e0ncia d'interiors.\par El suport ha de dur orificis per a la seva fixaci\'f3 i per a les connexions dels cables.\par Han de portar un dispositiu antisabotatge.\par Han de ser immunes a les interfer\'e8ncies radio-el\'e8ctriques i electromagn\'e8tiques.\par Nombre ventalls (plans verticals de detecci\'f3): >= 2\par Nombre de feixos (plans horitzontals de detecci\'f3): >= 5\par Cobertura corredor. Abast: >= 10 m\par Abast m\'e0xim:\par - Llarg\'e0ria: >= 10 m\par - Ampl\'e0ria: >= 5 m\par Freq\'fc\'e8ncia de treball: 9,4 - 10,7 GHz\par DETECTORS MICROF\'d2NICS:\par Element sensor que capta selectivament sorolls produ\'efts en el per\'edmetre vigilat.\par Ha d'estar format per un cos que ha d'anar muntat a la paret.\par Radi de detecci\'f3: >= 5 m\par Freq\'fcencia de treball: 5 - 60 KHz\par RADARS VOLUM\'c8TRICS:\par Detector de microones per a la protecci\'f3 volum\'e8trica d'interiors basat en l'efecte Doppler captant moviments.\par Ha d'estar format per un suport i un cos m\'f2bil.\par El suport ha de portar una articulaci\'f3 esf\'e8rica que permeti el moviment del cos.\par Abast m\'e0xim:\par - Llarg\'e0ria: >= 15 m\par - Ampl\'e0ria: >= 5 m\par Freq\'fc\'e8ncia de treball: 9,4 - 10,7 GHz\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Per unitats embalades en caixes.\par Emmagatzematge: En lloc sec, protegit de la intemp\'e8rie, a una temperatura entre 5\'b0C i 30\'b0C.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par *UNE 108210:1986 Detectores. Clasificaci\'f3n.\par\pard\par }LVAL*hGz E EE v vv P ɫɫɫɫ  QQQQQQ))6?Programador electrnic per a 2 zones de reg, amb doble progProgramador electrnic per a 2 zones de reg, amb doble programa a pantalla LCD, tipus Image 2 de Rain-Bird o equivalentTub de polietil de densitat baixa, de 17 mm de dimetre exterior i 14,6 mm de dimetre interior, per a gotejadors insertatsGotejador autonetejant, autocompensat, amb un cabal de 24 l/h, per a insertar en canonada de polietil des de 12 a 25 mmBoca de reg de 45 mm de fosa, revestida d'epoxi, amb sortida de rosca tipus ReusRetroexcavadora amb martell trencadorPlaf de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural matProgramador electrnic per a 2 zones de reg, amb doble programa a pantalla LCD, tipus Image 2 de Rain-Bird o equivalentTub de polietil de densitat baixa, de 17 mm de dimetre exterior i 14,6 mm de dimetre interior, per a gotejadors insertatsGotejador autonetejant, autocompensat, amb un cabal de 24 l/h, per a insertar en canonada de polietil des de 12 a 25 mmBoca de reg de 45 mm de fosa, Programador electrnic per a 2 zones de reg, amb doble programa a pantalla LCD, tipus Image 2 de Rain-Bird o equivalentTub de polietil de densitat baixa, de 17 mm de dimetre exterior i 14,6 mm de dimetre interior, per a gotejadors insertatsGotejador autonetejant, autocompensat, amb un cabal de 24 l/h, per a insertar en canonada de polietil des de 12 a 25 mmBoca de reg de 45 mm de fosa, revestida d'epoxi, amb sortida de rosca tipus ReusRetroexcavadora amb martell trencadorPlaf de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniquesCortina de teixit de fibra de vidre i recobriment de PVC per enfosquiment d'1,5 a 2 m d'amplria i 2,25 m d'alria com a mxim, amb sistema d'accionament per cordill i guiatge amb guia d'aluminiPedra calcria nacional a tall de serra, preu alt, de 20 mm de gruix amb aresta viva a les quatre voresPedra recuperaci carejada per a maoneriaSorra-ciment, sense additius amb 200 kg/m3 de ciment prtland amb filler calcari i sorra de pedrera de pedra grantica, elaborada a l'obra amb formigonera de 165 lSorra de pedrera de pedra grantica, de 0 a 3,5 mmPanot gris de 20x20x2,5 cm, classe 1a, preu altPorta metl.lica, formada per muntants de tub 100.40.1.5 separats 60 mm, muntats verticalment soldats sobre basidor de tubs 90.60.3 i planxes metl.liques de 2 mm. de gruix de 110x225 cm. pivotant sobre eix en tanca fixa, pany i clau, tot d'acer galvanitzat en calent.Tanca metl.lica, formada per muntants de tub 100.40.1.5 separats 60 mm, muntat verticalment soldats sobre platina metl.lica 250.8, de 155 cm. d' alria, galvanitzat en calentPea per a coronament de paret de 13 a 17,5 cm d'amplada de 3 gruix, amb pedra calcria natural, a tall de serra, amb dos cantells en escaireMuntant tubular d'alumini lacat plata natural mate de 60x50 mmConservador- restaurador director de la intervenciTub rgid de pvc, de 16 mm de dimetre nominal, no propagador de la flama, resistncia a l'impacte > 2 j, resistncia a compressi > 1250 n, amb una rigidesa dielctrica > 2000 v, per a connexi roscada Conductor blindat i apantallat, de 6x0,22 mm2+2x0,75 mm2Tamper de seguretat per central cr. marca plana fabrega model oss44saua1 o similar equivalent. Rtula de paret per fixaci de detector duo. model: br1. marca: visonic. referncia plana fbrega: ala 002895 o similar equivalent.Detector d'infraroigs passiu, amb un angle de detecci de 90 amb un abast longitudinal de <=12 m com a mxim, per a muntar superficialment a la paretLVAL ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="72" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="72" col="17" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="72" col="19" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="74" col="9" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell 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col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="78" col="13" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="78" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="78" col="17" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="78" col="19" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="79" col="9" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="79" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="79" col="13" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="79" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RELVAL.Г ͓͓  , 8 88DE ~jq!Portill motoritzat bidireccional GasStile S amb columne de 950 mm. d'alada, amb fulla de vidre, amb sistema de Desactivador-reactivador EM de sDesactivador-reactivador EM de sobretaula, per sistema antiCorona taladradora refrigerada amb aigCorona taladradora refrigerada amb aigua per a forats de 5 a 25 cm com a mximDesactivador-reactivador EM de sobretaula, per sistema antifurts.Antena EM-500, color gris plata TX-RX ( ref 104040-I ), per sistema antifurts.Unitat electrnica per sistemes EM500&EM700 / 2 antenes-3 antenes ( ref. 101033 ), per arc antifurtsLector mural Proxi modular o equivalent, muntat sobre caixet estandar ( ref WRM9001+WRMBL1 ) Consola MP2000 ( ref. CT03110N) de control remot modular per 3 pasos. Registre de 45x45cm. amb placa de guix laminat per a revestir de 10 mm de gruix, amb perfileria perimetral semioculta en cel ras continu.Interruptor crepuscular pel comandament automtic de la il.luminaci en funci de la lluminositat, sensibilitat de 2 a 200 lux, temporitzador, intensitat dels contactes per cos fi= 1 de 10 A, per a fixar a pressiAixeta tipus senzill mural, per a muntar superficialment, de llaut cromat, preu alt, amb sortida roscada de 3/4 i entrada roscada de 1/2Tub de polipropil multicapa amb tub interior de polipropil de dimetre 16 mm, nima d'alumini i protecci exterior de polipropil, amb una pressi mxima de servei de 20 barAccessori per a tubs de polipropil a pressi, de 16 mm de dimetre, per a soldarAbraadora plstica, de 16 mm de dimetre interiorPart proporcional d'elements de muntatge per a tubs de polipropil a pressi, de 16 mm de dimetre, soldatElectrovlvula per a reg, amb cos de PVC, pressi des d'1 a 10 bars, amb solenoide a 24 vac, presa 1'', tipus BSP 75 DV de Rain-Bird o equivalentGelosia LAM.5 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 17 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 280x225 cm.Gelosia LAM.4 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 19 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 245x260 cm.Gelosia LAM.3 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 190x170 cm.Gelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 175x170 cm.Gelosia LAM.1 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 145x170 cm.Reixa d'intemperie circular d. 250 mm. d'aletes horitzontals d'alumini lacat color a escollir i reixeta de malla metllica, aletes en Z Conjunt de reixat de tancament S.2 format per bastidor en forma de creu de tubulars metl.lics 80.50.2, dues portes practicables de dues fulles de 160x225 cm. amb bastidor de tubular de perfil perfrisa serie B i fulles amb bastidor de tubular de perfil perfrisa serie B i lamel.les de planxa d'acer galvanitzat fixes horitzontals amb forma '' 'Z'' de 500 a 600 mm de desenvolupament, dos fixos de 160x70 cm. amb bastidor de tubular de perfil perfrisa serie B i lamel.les de planxa d'acer galvanitzat fixes horitzontals amb forma '' 'Z'' de 500 a 600 mm de desenvolupament, d'acer galvanitzat, incls claus i ferratges LVAL SULTAT_TEMPORAL" 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ITeC.type="RESULTAT_TEMPORAL" ITeC6LVALLF{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Reixetes d'intemp\'e8rie d'alumini anoditzat, amb aletes en Z i malla met\'e0l\'b7lica interior d'acer inoxidable, fixades al bastiment.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig de la reixeta\par - Fixaci\'f3 de la reixeta al bastiment\par - Retirada de l'obra de les restes d'embalatges, etc.\par\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida a la DT o, en el seu defecte, la indicada per la DF.\par Ha de quedar plana sobre l'allotjament.\par La reixeta fixada al bastiment, ha de quedar s\'f2lidament unida al bastiment de muntatge per mitj\'e0 del marc collat amb visos.\par Les toler\'e0ncies de posici\'f3 han de ser les fixades a la partida d'obra del conducte.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques de l'element.\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF\par La reixeta s'ha d'inspeccionar abans de la seva col\'b7locaci\'f3.\par S'ha de comprovar que les caracter\'edstiques del producte corresponen a les especificades al projecte.\par Un cop col\'b7locada la reixeta es procedir\'e0 a la retirada de l'obra de les restes d'embalatges, retalls, etc.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\par\pard\par }LVAL .DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="33" col="15" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="33" col="17" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="33" col="19" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="35" col="9" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="35" col="11" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="35" col="13" 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sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE=" LVALs i pous de fins Segellat Partida alada d'abonament ntegre en conjepte d'ajuts del raPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacions de climatitzacio i ventilacioPaPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacioPartida alada d'abonament ntegre en conjepte d'ajuts Partida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacions de climatitzacio i vPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacions de climatitzacio i vPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacioPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacioPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacioPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacions de climatitzacio i vPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacions de climatitzaPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacions de climatitzacio i ventilacPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacionsPartida alada d'abonament ntegre en conjepte d'ajuts del ram de paleta a les instal.lacions de climatitzacio i ventilaciSubbase de grava de 20 cm de gruix i grandria mxiSubbase de grava de 20 cm de gruix i grandria mxima de 50 a 70 mm, amb estesa Subbase de grava de 20 cm de gruix i grandria mxima de 50 a 70 mm, amb estesa i piconatge del mSubbase de grava de 20 cm de gruix i grandria mxima de 50 a 70 mm, amb estesa i piconatge del materialPintat de portes ceSubbase de grava de 20 cm de gruix i grandria mxima de 50 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ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="28" col="13" sheet="2"><ITeC.Id xm pLVALAPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 pecesAllament de gruix 3 cm, amb morter format per ciment i Allament de gruix 3 cm, amb morter format per ciment i perlita amb vermiculita, projectat sobre elements linealsMuntatge i desmuntatge d'encofrat amb tauler de fuAllament de gruix 3 cm, amb morter format per ciment i perlita amb vermiculita, projectat sobre elements linealsMuntatge i desmuntatge d'encofrat amb tauler de fusta de pi, per a crcols de diAllament de gruix 3 cm, aProtecci Pintat de portes cegues de fusta, a l'esmalt siPintat de portes cegues de fusta, a l'esmalt sinttic, amb una capa segelladora i dues d'acabatPintat de parament horitzontal de guix, ambConductor de cParTamper de seguretat per central cr. instal.lat i comprovat.Tamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivalent. PaTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar Tamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivaleTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivalenTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44sauaTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivalTamper de seguretat per central cr. instal.lat i comprovat. marca plana faTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivalTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivaTamper de seguretat per central cr. instal.lat i comprovat. marca plana faTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o simiTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivalTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o Tamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivaleTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivalent.Tamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44sauaTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivalent. ParTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model ossTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega modeTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model ossTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivalent. PartiTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oTamper de seguretat per central cr. instal.lat i comprovat. marca plana fabrega model oss44saua1 o similar equivalent. 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D'OBRA EXECUTADES\par\par Obertura d'un forat que travessi la paret, per a fer un pas de conductes o aparells d'instal\'b7lacions.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig i marcat dels forats\par - Obertura dels forats\par - Verificaci\'f3 de la posici\'f3 dels elements que travessin la paret\par CONDICIONS GENERALS:\par Ha d'estar fet al lloc indicat a l{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Obertura d'un forat que travessi la paret, per a fer un pas de conductes o aparells d'instal\'b7lacions.\par L'execuci\'f3 de 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ITeC.type="RESULTAT_TEMPORAL" ITeC.DEF_ID="RESULTAT_TEMPORAL" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell><ITeC.Cell row="50" col="21" sheet="2"><ITeC.Id xmlns="" ITeC.type="ESPECIFICACIO_MINI LVAL*Capa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de cCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/Capa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des Capa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugadeCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, peCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des dCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en baCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del graLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensiLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de Lledo, Llumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de Lledo, incloses 2 lmpades TC-DEL 26W, equip electrnic o equivalent i col.locada encastadaFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitaLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de Lledo, incloses 2 lmpades TC-DEL 26W, equip electrnic o equivalent i col.locada encastadaFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un Llumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de Lledo, incloses 2 lmpades TC-DEL 26W, equip electrnic o equivalent i col.locada encastadaLVAL MA" ITeC.DEF_ID="ESPECIFICACIO_MINIMA"/></ITeC.Cell><ITeC.Cell row="50" col="24" sheet="2"><ITeC.Id xmlns="" ITeC.type="ESPECIFICACIO_MAXIMA" ITeC.DEF_ID="ESPECIFICACIO_MAXIMA"/></ITeC.Cell><ITeC.Cell row="51" col="3" sheet="2"><ITeC.Id xmlns="" ITeC.type="SERIE_ASSAIG" 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1289:1998/A2:2006 o de partculas magnticas segn UNE EN 1290:1998; UNE EN 1290/1M:2002 y UNE EN 1290:1998/A2:2006 para su aceptacin, segn UNE EN 1291:1998; UNE EN 1291/1M:2002 i UNE EN 1291:1998/A2:2006Inspeccin de una soldadura por el mtodo de partculas magnticas, segn la norma UNE-EN 1290Ensayo de resiliencia de metal aportado en una soldadura, segn la norma UNE-EN 1597-1Ensayo de traccin del metal aportado en una soldadura, segn la norma UNE-EN 1597-1Preparacin de una probeta mecanizada, con soldadura prevista segn la norma UNE-EN 1597-1Medida del desplome y de la placha de elemento verticales y vigas de acero, segn la norma DB SE ADeterminacin de la masa por unidad de superficie de una pelcula de galvanizado, segn la norma UNE-EN ISO 1461Determinacin del espesor de una pelcula de galvanizado, segn la norma UNE-EN ISO 1461Determinacin de la dureza brinell de una probeta de acero laminado, segn la norma UNE_EN_ISO 6506-1Determinacin del lmite elstico aparente superior, resistencia a la traccin, alargamiento y estriccin de una probeta de acero laminado, segn la norma UNE 10025Ensayo de flexin por el choque de una probeta de plancha de acero, segn la norma UNE 7-475-92 (1)Determinacin de las caractersticas geomtricas de un perfil o plancha de acero, segn la norma DB SE ADeterminacin de la rea de la seccin recta transversal equivalente de una probeta de acero para armar hormigones, segn la norma UNE36068Ensayo de doblado-desdoblado de una probeta de acero para armar hormigones, segn la norma UNE EN ISO 15630Ensayo de doblamiento simple de una probeta de acero para armar hormign, segn la norma UNE 36-068Determinacin del lmite elstico para una deformacin remanente del 0.2%, resistencia a la traccin, alargamiento y estriccin de una probeta de acero para armar hormigones, segn la norma UNE-EN ISO 15630-1Determinacin de las caractersticas geomtricas de una probeta de acero para armar hormigones, segn la norma UNE EN ISO 15630-1Ensayo de doblado simple de una probeta de plancha de acero, segn la norma UNE EN ISO 7438 2000Determinacin del contenido de carbono equivalente de una muestra de acero para armar hormigonesDeterminacion cuantitativa, por ensayo qumico, del contenido de carbono de una muestra de acero, segn la norma UNE 7014-50Determinacin del contenido de nitrgeno de una muestra de acero, segn la norma UNE 36-317-1Determinacin cuantitativa, por ensayo qumico, del fsforo de una muestra de acero, segn la norma UNE 7-029-51Determinacin gravimtrica, por ensayo qumico, del silicio de una muestra de acero, segn la norma UNE 7-028-75 1RDeterminacin cuantitativa, por ensayo qumico, del manganeso de una muestra de acero, segn la norma UNE 7-027-51Determinacin cuantitativa, por ensayo qumico, del azufre de una muestra de acero, segn la norma UNE 7-019-50Extraccin con sonda rotativa de 150 mm de dimetro y de 350 mm de largo, corte, refrentamiento y ensayo a compresin de una probeta testigo de hormign endurecido, segn la norma UNE-EN 12504-1 y UNE-EN 12390-3 vLVAL>estiment de parament vertPaviment interior, de rajola de gres premsaMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 DMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en paviment o soleraMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 15 x 15 Malla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fiMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons Malla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segonsMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel cMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 3Malla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en paviMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraciFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, peFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 17Finestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratgFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.zKTV V  X VXZ°°bB?  ??@EN3464P72JZ11U030zb?ID=98 AN ??@G6211SH' AND FRP_TC_ID='2' AEG6211SH2JZ11U040z?ID=27 AN ??q= ףw@5128CDH' AND FRP_TC_ID='2' A15128CDH2J5V11151Uz?L@?NBvo=>78E4BC30001J0B2G103KGz?L@?NBvo ?AABE4BC30001J0B28103KGz?L@?NBvo=>78E4BC30001J0B25101KGz?L@?E4BC30001J0B21103KGz?L@?E4B350001J0B2G103KGz?L@? ='1' AND FRP_PO_ID ='E4B350E4B350001J0B28103KGz?L@?='NDNBDP;<=P>E4B350001J0B25101KGz?L@?E4B350001J0B21103KGz@Y@ @?@RAq@E45C18H41J060770AM3Dz@Y@ @?@RAq@E45318H41J060770AM3Dz?L@?='NDNBDPvo;<=P>E4B130001J0B2G103KGz?L@?='NDNBDPvo;<=P>E4B130001J0B28103KGz?L@?='NDNBDPvo;<=P>E4B130001J0B25101KGz?L@?E4B130001J0B21103KGz@Y@ @?@RAq@NBvo=>78E45118H41J060770AM3Dz?L@??\(7@='NDNBDP(;<=P>E31B30001J0B2G103KGz?L@??(\-@='NDNBDP(=>AAE31B30001J0B28103KGz?L@??̬C@='NDNBDP(;<=P>E31B30001J0B25101KGz?L@??q= ף:@E31B30001J0B21103KGz@Y@ @?@RAq@NBpKLMPNE31522G11J060770AM3Dz0LVAL'L y  : q  R S%srJornada o fracci d'inspecci visual d'unions soldades en estructura metllica segons UNE EN 13018:2001/A1:2006 i UNE 14044:2002 i realitzaci d'assaigs d'examen per ultraJornada o fracci d'inspecci visual d'unions soldades en estructura metllica segons UNE EN 13018:2001/A1:2006 i UNE 14044:2002 i realitzaci d'assaigs d'examen per ultrasons segons UNE EN 1714:1998; UNE EN 1714/1M:2002 i UNE EN 1714:1998/A2:2006 per a la seva acceptaci, segons UNE EN 1712:1998; UNE EN 1712/1M:2002 i UNE EN 1712:1998/A2:2006Jornada o fracci d'inspecci visual d'unions soldades en estructura metllica segons UNE EN 13018:2001/A1:2006 i UNE 14044:2002 i realitzaci d'assaigs de lquids penetrants segons UNE 14612:1980 per a la seva acceptaci segons UNE EN 1289:1998; UNE EN 1289/1M:2002 i UNE EN 1289:1998/A2:2006 o de partcules magntiques segons UNE EN 1290:1998; UNE EN 1290/1M:2002 i UNE EN 1290:1998/A2:2006 per a la seva acceptaci, segons UNE EN 1291:1998; UNE EN 1291/1M:2002 i UNE EN 1291:1998/A2:2006Inspecci d'una soldadura pel mtode de partcules magntiques, segons la norma UNE-EN 1290Assaig de resilincia del metall aportat en una soldadura, segons la norma UNE-EN 1597-1Assaig de tracci del metall aportat en una soldadura, segons la norma UNE-EN 1597-1Preparaci d'una proveta mecanitzada, amb soldadura prevista segons la norma UNE-EN 1597-1Mesura del desplom i de la fletxa d'elements verticals i bigues d'acer, segons la norma DB SE ADeterminaci de la massa per unitat de superfcie d'una pel.lcula de galvanitzat, segons la norma UNE-EN ISO 1461Determinaci del gruix d'una pel.lcula de galvanitzat, segons la norma UNE-EN ISO 1461Determinaci de la duresa brinell d'una proveta d'acer laminat, segons la norma UNE_EN_ISO 6506-1Determinaci del lmit elstic aparent superior, resistncia a la tracci, allargament i estricci d'una proveta d'acer laminat, segons la norma UNE 10025Assaig a flexi pel xoc d'una proveta de planxa d'acer, segons la norma UNE 7-475-92 (1)Determinaci de les caracterstiques geomtriques d'un perfil o planxa d'acer, segons la norma DB SE ADeterminaci de l'rea de la secci recta transversal equivalent d'una proveta d'acer per armar formigons, segons la norma UNE36068Assaig de doblegament-desdoblegament d'una proveta d'acer per a armar formigons, segons la norma UNE EN ISO 15630Assaig de doblegament simple d'una proveta d'acer per a armar formigons, segons la norma UNE 36-068Determinaci del lmit elstic per a una deformaci romanent del 0.2%, resistncia a la tracci, allargament i estricci d'una proveta d'acer per a armar formigons, segons la norma UNE-EN ISO 15630-1Determinaci de les caracterstiques geomtriques d'una proveta d'acer per a armar formigons, segons la norma UNE EN ISO 15630-1Assaig de doblegament simple d'una proveta de planxa d'acer, segons la norma UNE EN ISO 7438 2000Determinaci del contingut de carboni equivalent d'una mostra d'acer per armar formigonsDeterminaci quantitativa, per assaig qumic, del contingut de carboni d'una mostra d'acer, segons la norma UNE 7014-50Determinaci del contingut de nitrgen d'una mostra d'acer, segons la norma UNE 36-317-1Determinaci quantitativa, per assaig qumic, del fsfor d'una mostra d'acer, segons la norma UNE 7-029-51Determinaci gravimtrica, per assaig qumic, del silici d'una mostra d'acer, segons la norma UNE 7-028-75 1RDeterminaci quantitativa, per assaig qumic, del mangans d'una mostra d'acer, segons la norma UNE 7-027-51Determinaci quantitativa, per assaig qumic, del sofre d'una mostra d'acer, segons la norma UNE 7-019-50LVALV3 > nwm  !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcdefghijkl`~pqrstv yz{|}~ Root Entry FV88u@sWorkbook2e_VBA_PROJECT_CUR"0.58V88VBA/  58%88 \pitec Ba= ThisWorkbookS=PD X/#8X@"1VArial1VArial1VArial1VArial1VArial1 VArial1VAriaLVAL l1VArial1hVArial1VArial1VArial12VArial12VArial12VArial12VArial1VArial1FVArial1FVArial1VArial12VArial1 VArial1 VArial1 VArial1VTahoma12VArial12VArial12VArial12VArial1VArial1FVArial1FVArial1VArial12VArial1 VArial1 VArial #,##0\ "pta";\-#,##0\ "pta"% #,##0\ "pta";[Red]\-#,##0\ "pta"&!#,##0.00\ "pta";\-#,##0.00\ "pta"+&#,##0.00\ "pta";[Red]\-#,##0.00\ "pta"A*<_-* #,##0\ "pta"_-;\-* #,##0\ "pta"_-;_-* "-"\ "pta"_-;_-@_-D)?_-* #,##0\ _p_t_a_-;\-* #,##0\ _p_t_a_-;_-* "-"\ _p_t_a_-;_-@_-I,D_-* #,##0.00\ "pta"_-;\-* #,##0.00\ "pta"_-;_-* "-"??\ "pta"_-;_-@_-L+G_-* #,##0.00\ _p_t_a_-;\-* #,##0.00\ _p_t_a_-;_-* "-"??\ _p_t_a_-;_-@_-3#,##0\ " ";\-#,##0\ " "=#,##0\ " ";[Red]\-#,##0\ " "?#,##0.00\ " ";\-#,##0.00\ " "I"#,##0.00\ " ";[Red]\-#,##0.00\ " "q6_-* 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batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, Finestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfilsFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobrFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x17Finestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 1Finestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles bFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buitFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, peFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 17Finestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratgFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVAL4n KT400/8 per a 8Excavaci de clot de plantaci de dimensions Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic,Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de guix laminat per a revestir de 10Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de guix laminat pCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de guix laminat per a revestir de 10 mm de gruix, sistema fix amb entramat ocult aCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCeCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de guix laminaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de guix laminat per a revestir de 10 mm de gruix, sistema fix amb entramat ocult amb suspensi autoanivelladora de barra roscadaCel ras de plaques deCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de guix laminat per a revestir de 10 mm de gruix, sistema fix amb entramat ocult amb suspensi autoanivelladora de barra roscadaCel ras de Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspenCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de guix laminat per a revestir de 10 mm de gruix, sistema fix amb entramat ocCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivellCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscada LVAL#(QG) Quadre General elctric de distribuci segons esAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistnciAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantellAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina dAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per Allament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W,Allament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la supAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, dAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadeAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembrana GA-1 s/UNE 104402, d'una lminaAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisaAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i canAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembranaAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadelAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMemAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirLVAL[( {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Conductors blindats i apantallats col\'b7locats en tub.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Introducci\'f3 del cable dins el tub de protecci\'f3.\par - Connexi\'f3 al circuit de detecci\'f3 corresponent.\par CONDICIONS GENERALS:\par La posici\'f3 ha de ser la reflectida al projecte o, en el seu defecte, la indicada per la DF.\par La seva fixaci\'f3 al parament ha de quedar alineada paral\'b7lelament al sostre o al paviment.\par El conductor ha de penetrar dins les caixes de derivaci\'f3 i les de mecanismes.\par No hi ha d'haver empalmaments entre les caixes de derivaci\'f3, ni entre aquestes i les de mecanismes.\par Els empalmaments i les derivacions s'han de fer amb borns o regletes de connexi\'f3 (ITC-MIE-BT-019).\par Penetraci\'f3 del conductor dins les caixes >= 10 cm.\par Toler\'e0ncies d'instal\'b7laci\'f3:\par Penetraci\'f3 del conductor dins les caixes: \'b1 10 mm\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par El conductor s'ha d'introduir dins el tub de protecci\'f3 mitjan\'e7ant un cable guia.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions del projecte, entre els eixos dels elements per connectar.\par Aquest criteri inclou les p\'e8rdues de material corresponents a retalls, aix\'ed com l'exc\'e9s previst per a les connexions.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\parLVAL\pard\par }LVAL[( {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Conductors blindats i apantallats.\par M\'e0nega de cable blindat multifilar amb pantalla d'alumini en rotlles de 100 m per a circuits de detecci\'f3 i alarma.\par CARACTER\'cdSTIQUES GENERALS:\par La pantalla ha de ser trenada en malla electrost\'e0tica tancada sobre el conjunt de conductors.\par Els conductors han de ser de colors diferents per a la seva identificaci\'f3.\par Els conductors han de complir les condicions definides en els seus plecs de condicions respectius segons la seva composici\'f3.\par Les caracter\'edstiques f\'edsiques i mec\'e0niques del conductor han de complir les normes UNE 21-011 i UNE 21-014.\par Ha d'estar protegit contra interfer\'e8ncies.\par Han de portar un dispositiu antisabotatge.\par Capacitat: 90 pF/m\par Recobriment pantalla: >= 75%\par Temperatura de servei: 0 - 60\'b0C\par Tensi\'f3 de servei: 250 V\par Tensi\'f3 de prova: 1000 V\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: En rotlles de 100 m.\par L'a\'efllament del conductor ha de portar de forma indeleble i ben visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Tipus de cable\par - Secci\'f3 nominal\par Emmagatzematge: En llocs protegits contra els impactes, la pluja, les humitats i dels raigs del sol.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par Aquest criteri inclou les p\'e8rdues de material corresponent a retalls, aix\'ed com l'exc\'e9s previst per a les conexions.\par\par 4.- NORMATIVA DE COMPLIMENT OBLVALLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }  LVALta travspring oArrebossat a bona vista soUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia eUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmicaUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absoUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condeUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2Unitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de pUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total Unitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, coUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.lUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaLVAL  ( 8@   8  ( !8@ !8 @ !8@   (  (@    (   (@@   (@  "8@   (@@   (@  (8@  (8 @    ! !8  ( !8 !8 !8  ( "x@ , "x@ , "x@ ,  "x@@   "x@   "x@   "x@  8@ 8@ 8 @ 8@@ 8@  "x@@ ,  "x@ ,  "x@ ,  "x@ , 8@@ 8@ 8 @ 8@@ 8@ 8 @ "x@ "x@ "x@ "8@@ "8@ "8 @ "8@@ "8@ "8 @ "x@@ "x @ x@@ x@ x @ 8@@ 8@ 8 @ 8@@ 8@ 8@   (@@   (@   ( @ <@ <@ < @   (@   (   (@  8@@  8@  8@  8 8@ 0@ LVAL 0 @      (   (@   ( @ (   ( @ (8@ (0@ (0 @  "x@ ,  "x ,  "x ,  "x , "x , "x , "x ,  (@@  (@  ( @ "8@@ "8@ "8 @ "<@@ "<@ "< @ "x@, "x@, "x@, ""< ""< ""< #"< #"< #"< !x@@, !x@, !8@ !8 "8 "8 "8  "x@@,  "x@,  "x@,  "x@,                 `& #!0180& F}0180 (2)R""  ;8  ; NumValors" `&n3  @@  (0180OBRAMarcamm2%mmkg/mNN/mm2i9q4.Doblegament simple (acer per armar) UNE 36-0686Doblegament simple (acer laminat) UNE EN ISO 7438 2000@ p <cc  9)%Jc  dMbP?_*+  % & LVAL1Tub de coure semidur de 3/8'' de dimetre nominal, de 0,76 mMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modifiMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adherida en calent, prvia imprimaMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adherida en calent, prvia imprimaciMembrana PMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adherida en calent, prvia imprimaMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltrMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltreMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de pMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adherida en calent, prvia imMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adherida en calent, prvia imprimaciMembrana PA-6 segons UNE 104402 de 4,1Membrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adherida en calent, prvia imprimaciMembrana PA-6 segons UNE 104402 de 4,1 kg/m2 d'Membrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adherida en calent, prvia imprimaciMembrana PA-6 segons UNE 104402 de Membrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polisteMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 1Membrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adherida en calent, prvia imprimaciMemMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre Membrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adhMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adherida en calent, prvia imprimaciLVAL x<?'i4F?(x<?)~?MHP LaserJet 21004C  a 4dXA4DINU"4L5a" dX & BP(?U } U} } U} 9h``W@@@@@     @@@@@@@@@@@@@@~ ~   ~ ?  \]]]]]]]]]] ^^}a}7gD@@ (!Ensayos de barras de acero pasivo)Assaigs de barres d'acer passiuB"Assaigs de barres d'acer passiuaaaaaaaab]_}GD@@ DIRECCIN DE OBRADIRECCI D'OBRABDIRECCI D'OBRLVAL A````HHHHHH P`}:D@@  REPETICION REPETICIB REPETICI`HHHc`}MD@@ Validado LaboratorioValidat LaboratoriBValidat Laboratori```HHYT: $}>D@@  CONTRATISTA CONTRACTISTAB CONTRACTISTASSSSZZZZZZ Nc@}8D@@  CONTRASTECONTRASTB CONTRASTcZZZccT}5MD@@ Anulado LaboratorioAnul.lat LaboratoriBAnul.lat LaboratoricccZZ[R|}<D@@  LABORATORIO LABORATORIB LABORATORI2XXXXNNNNNNNNNNNNNNNNNO 111 ~xxxx11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111X }BD@@ TRAMO / SECTOR TRAM / 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M(} CD@@ Fecha de ensayo Data d'assaigB Data d'assaig NNNNhhhhhi Z jD} DD@@ Lugar de ensayoLloc d'assaigsBLloc d'assaigs NNNNhhhhhhi\d} FD@@ ESPECIFICACIONESESPECIFILVAL CACIONSBESPECIFICACIONS2\G }FD@@ Tipo de controlTipus de controlBTipus de control2HHHHHHHHHHHHHHHHHHHHHIWM}AD@@  Condicionante Condicionant B Condicionant 2NNNNNNNNNNNNNNNNNNNNNO %%s}]D@@ #ENSAYOS REALIZADOS/NORMATIVA$ASSAIGS REALITZATS / NORMABASSAIGS REALITZATS / NORMA Jn}4D@@  UnidadUnitat B Unitat opNq }8D@@  ResultadoResultatB Resultat op\q }FD@@ EspecificacionesEspecificacionsBEspecificacionsoooop~ 2@ ;<R<@} vD@@ .'Caract. geomtricas (barras) UNE 36-0682(Caract. geomtriques (barres) UNE 36-068B+(Caract. geomtriques (barres) UNE 36-068<<<<<< G ! }1D@@  Anul.Anul.BAnul. "wxyzxyIk} 3D@@  mnimamnimaB mnima lmIk}3D@@  mximamximaB mxima lmGHHHI]+}GD@@ Nm. de registroNm. de registreBNm. de registre( AAAABusvrst~ {|}JKKKLU+}?D@@  Nm. probeta Nm. provetaB Nm. proveta( AAAABusvrst~ {|}JKKKL]+}GD@@ Dimetro nominalDimetre nominalBDimetre nominLVAL al AAAAB usvrst~ {|}JKKKLj+$}TD@@ Masa por unidad lineal!Massa per unitat linialBMassa per unitat linial AAAAB usv"!a~ {|}JKKKLl+T}VD@@ rea seccin transversal!rea secci transversalBrea secci transversal AAAAB usv"!a~ {|}JKKKLM+ }7D@@ OvalidadOvalitatB Ovalitat AAAAB usv"!a~ {|}JKKKLs+}]D@@ !Altura corrugas (sector1 )&Alria corrugues (sector1 )BAlria corrugues (sector1 ) AAAAP usv"!a~ {|}JKKKLs+}]D@@ !Altura corrugas (sector 2)&Alria corrugues (sector 2)BAlria corrugues (sector 2) AAAAB usv"!a~ {|}JKKKLX+ }BD@@  Altura aletasAlria aletesBAlria aletes AAAAB usv"!a~ {|}JKKKLy+0 }cD@@ %Separacin corrugas (sector 1)(Separaci corrugues (sector 1)B!Separaci corrugues (sector 1) AAAAB usv"!a~ {|}JKKKLy+p }cD@@ %Separacin corrugas (sector 2)(Separaci corrugues (sector 2)B!Separaci corrugues (sector 2) AAAAB usv"!a~ {|}JKKKLV+ }@D@@ Paso de hlice Pas d'hlixB Pas d'hlix AAAAB u  @ @ @ @ @ @ QSh<SD`<LSvhSD`6 OQSh<SH`<J68:`666 XQSh<SH`<J68<`666 ZQSh<SH`<LSh<SH`6 YQSh<SH`<LSvhSH`6 WQSh<bJi<J68:`666 UQSh<bJi<J68<`666 SQSh<bJi<LSh<bJi6 TQSh<bJi<LSvhbJi6 VQSh<bLi<J68:`666 [QSh<bLi<J68<`666 \QSh<bLi<LSh<bLi6 :QSh<bLi<LSvhbLi6 :QSh<o8@:J68:`666 AQSh<o8@:J68<`666 : QSh<o8@:LSh<o8@6 BQSh<o8@:LSvho8@6 @QSi88>8:J68:`666 :QSi88>8:J68<`666 :QSi88>8:LSi88>86 :QSi88>8:LSsi88>8 :QSi88>8:LSvi88>8 :QU8@8@::J68:W666*'QU8@8@::J68<W666*(QU8@8@::LU8@8@::*&QU8@8@::LUs8@666*%QU8@8F8:J68:W666 SQU8@8F8:J68<W666 TQU8@8F8:LU8@8F8: RQU8@8F8:LUs8@666 QQU8@8L::J68:W666*+QU8@8L::J68<W666*,QU8@8L::LU8@8L::*)QU8@8L::LUs8@666**QU8Jo6<6J68:W666mQU8Jo6<6J68<W666mQU8Jo6<6LU8Jo6<6mQU:868BiJ68:W666 QU:868BiJ68<W666 QU:868BiLU:868Bi QU:868BiLUs:8666 QU:8:D8WJ68:W666*1QU:8:D8WJ68<W666*0QU:8:D8WLU:8:D86*/QU:8:D8WLUs:8666*2QU:8:F8WJ68:W666*!QU:8:F8WJ68<W666*"QU:8:F8WLU:8:F86*#QU:8:F8WLUs:8666*$QU:::@88bJJJ*LVAL svrst~ {|}JKKKL}+ }gD@@ ' Inclinacin corrugas B1 (sect.1)* Inclinaci corrugues B1 (sect.1)B# Inclinaci corrugues B1 (sect.1) AAAAB usvrst~ {|}D*%l8  y" *")0 @!@"@#@$@%@&@'@(@)@*@+@,@-@./@0-@1-@2-@3-@4-@5-@6-@7-@8-@ JKKKL} + }gD@@ ' Inclinacin corrugas B2 (sect.2)* Inclinaci corrugues B2 (sect.2)B# Inclinaci corrugues B2 (sect.2) AAAAB u svrst~ {|}!JKKKL}!+P } gD@@ ' Inclinacin corrugas B3 (sect.2)* Inclinaci corrugues B3 (sect.2)B# Inclinaci corrugues B3 (sect.2)! AAAAB !u!svrst~ {|}"JKKKLi"+ }!SD@@ Permetro sin corruga!Permetre sense corrugaBPermetre sense corruga" AAAAB "u"svrst~ {|}#MNNNON#+ }"8D@@  ndice frndex frB ndex fr(# AAAABusvrst~ {|}~ $$@ $;<$< }#RD@@ ;4Resistencia a traccin (acero para armar) UNE 7-474 ;1Resistncia a tracci (acer per armar) UNE 7-474 B41Resistncia a tracci (acer per armar) UNE 7-474 $<<<<<< G$ LVAL !< }$1D@@  Anul.Anul.BAnul.$ "wxyzxyI$kH }$ 3D@@  mnimamnimaB mnima $lmI$kX }$3D@@  mximamximaB mxima $lm%23334]%+h }$GD@@ Nm. de registroNm. de registreBNm. de registre(% AAAABusvrst~ {|}&56667U&+R }%?D@@  Nm. probeta Nm. provetaB Nm. proveta(& AAAABusvrst~ {|}'56667]'+ }&GD@@ Dimetro nominalDimetre nominalBDimetre nominal' AAAAB 'u'svrst~ {|}(56667[(+ }'ED@@  Carga roturaCrrega trencamentBCrrega trencament( AAAAB (u(svrst~ {|})56667b)+ }(LD@@ Resist. traccin RmResist. tracci RmBResist. tracci Rm) AAAAP )u )svrst~ {|}*56667i*+ })SD@@ Carga lmite elstico Crrega lmit elsticBCrrega lmit elstic* AAAAB *u*svrst~ {|}+56667_++L }*ID@@ Lmite elstico ReLmit elstic ReBLmit elstic Re+ AAAAB +u +svrst~ {|},56667X,+p }+BD@@ Relacin Rm/Re Relaci Rm/ReB Relaci Rm/Re, AAAABusvG,R } 1#$+B D)D+B,"!a~ {|}-8999:b-+ },LDLVAL @@ Alarg. de roturaAllarg. de trencamentBAllarg. de trencament- AAAAB -u-svrst~ {|}~ .@ .;<a.< }- D@@ 2+Doblado-desdobaldo (acero armar) UNE 36-068<2Doblegament-desdoblegament (acer armar) UNE 36-068B52Doblegament-desdoblegament (acer armar) UNE 36-068.<<<<<< G. #$ }.1D@@  Anul.Anul.BAnul.. $wxyzxyI.k0 }. 3D@@  mnimamnimaB mnima .lmI.k@ }.3D@@  mximamximaB mxima .lm/=>>>?]/CP }.GD@@ Nm. de registroNm. de registreBNm. de registre*/ DDDDFR}`  & ! 0 %0@000/U0Ct }/?D@@  Nm. probeta Nm. provetaB Nm. provetaN0 DDDDFR}` 9  & ! 0 &&''''''''''''''''',1@000/]1C }0GD@@ Dimetro nominalDimetre nominalBDimetre nominal1 DDDDE 1RB1}  & ! 0 &&''''''''''''''''',2@000/[2C }1ED@@ Dimetro mandriDimetre mandriBDimetre mandri2 DDDDE 2RB2}  & ! 0 &&(((((((((((((((((,3@000/r3C }2\D@@ $Comportamiento al doblamiento"Comportament al doblegatBComportament al doblegatN3 DDDDER} 9  & ! 0 &&(((((((((((((((((,4-...,x4C}3bD@@ ' Comportamiento al desdoblamiento%Comportament al desdoblegatBCompoLVAL rtament al desdoblegatN4 DDDDER}` 9  & ! 0 &&(((((((((((((((((,_5" @}4ID@@ Criterio de EnsayoCriteri d'AssaigBCriteri d'AssaigX5                      &&(((((((((((((((((,Z6 &&&&&&&&&&&&&&&&&&&,V7" d}@D@@  Observaciones ObservacionsB Observacions27                      48                       6OH^    m  (  l j   0M ] @    " 3` v2 ` v2 (f "!3d23 M 4 3QQQQ3_  NM ]  <4E4 3QQQQ3_ M NM ] 31 x 4E4D$% MP(3O& Q4$% MP(3O& Q4FA3'3OZd 3*@#M& 43*#M& 4523 M LVAL 43d" 3_ M NM ] MM<444% " M3O& Q'44eee rj   0M ]@    " 3` & 2` & 2"!3d23 M 4 3QQQQ3_  NM ] 31 x 4E4D$% MP(3O&Q4$% MP(3O&Q4FAcX3OZ2< 3*#M&43*#M&4523 M 43d" 3_ M NM ] MM<444% " M3O&Q'44eee ld  s *  ]0    "0 3` & ` & F` & F` & LVAL ` & 2  ,(   ,r ,  0 t>{&  @ ]t>{ <150<ll , s * >{ @L L ]>{\ <100<ll , s * ?{ @  ]?{| <80<ll , s * pT{ @  ]pT{R <50<ll , s * T{ @* * ]T{S <40<rr ,  0 U{&  @  ]U{ <25<ll , s * `U{ @u u ]`U{ <20<rr ,  0 U{&  @    ]U{ <10<ll  , s * V{ @  ] V{ <5<ll  , s * PV{ @LVAL v v ] PV{  <2<ll  , s * V{ @! ! ] V{ <0,40<ll  , s * V{ @ ] V{, <0,08<"!3d23 M 4 3QQQQ3_  NM  31 x4E4 3QQQQ3_  NM  31 x4J[^@4 3QQQQ3_  NM  31 x4J[^@4D$% MP(3O&Q4$% MP(3O&Q4FA ~ 3O` 3*vx/ @ #M! M43*Y@$@$@M&! M! M4% q9 M 3O &Q "TAMISSOS U.N.E.'4% % eM Z3O &Q % PASSA'4523  4LVAL 3d" 44% ` BMP3O &Q  SL'44eee xx C  6 TW{XPP?  ]4C@TW{p SV1 9AF [| X <presa en obra rebuda<xx D  6 W{XPP?  ]4D@W{< maD` ,X <in-situ laboratori <rxx b  6 X{XPP?  ]4b@X{ ^cO9 {K:=X <METACERO CELSAFER CELSA <xx d  6 X{XPP?  ]4d@ X{ g1+Lxm+ 7X <B 400 S B 500 S <h bITeC dITeC CITeC DITeC>@z  --  ////000000 11 22 //002211++ //**++,,---- ,,**++** &&''((&&''(())"")) ))%%## "" %% ##$$  !!  !!   LVAL  !!""##668844444444557744 2222333333332211--........--111100++,,,,++))****))''%%((((''&&&&%%$$$$$$%%####  !!""""!!                   #$$$$        %-.... /4&& '' (( 33 ,, // 7Hoja2ggD  0  dMbP?_*+  % &zG?((\?M\\PLUTO\HP LaserJet 44C  a 4dXA4DINU"4 LVAL " dX(\?U } } } U} q `Y`W@@@@@   @ @ @@@@@@@~  ~   ~ ?,   \]]]]]]]]]] ^^} } gD@@ (!Ensayos de barras de acero pasivo)Assaigs de barres d'acer passiuB"Assaigs de barres d'acer passiu ]_}GD@@ DIRECCIN DE OBRADIRECCI D'OBRABDIRECCI D'OBRA````HHHHHH P`}:D@@  REPETICION REPETICIB REPETICI`HHH`````` T: }>D@@  CONTRATISTA CONTRACTISTAB CONTRACTISTASSSSZZZZZZ Nc}8D@@  CONTRASTECONTRASTB CONTRASTcZZZcccccc R$}<D@@  LABORATORIOLVAL  LABORATORIB LABORATORI2XXXXNNNNNNNNNNNNNNNNNO ~2xxxx X<}BD@@ TRAMO / SECTOR TRAM / SECTORB TRAM / SECTOR$cccccfcX}PD@@ Autocontrol Contrat.Autocontrol Contract.BAutocontrol Contract.cccZZ[ h }RD@@ CODIGO ENCARGO / SERIECODI ENCRREC / SRIEBCODI ENCRREC / SRIE$XXXXNNNNNNXXXXXPX}:D@@  Hoja Tipo Full TipusB Full TipusXXXNNT \ } .VFD@@ ESPECIFICACIONESESPECIFICACIONSBESPECIFICACIONS2  \ G} FD@@ Tipo de controlTipus de controlBTipus de control2 HHHHHHHHHHHHHHHHHHHHHI W M } AD@@  Condicionante Condicionant B Condicionant 2 NNNNNNNNNNNNNNNNNNNNNO s (} ]D@@ #ENSAYOS REALIZADOS/NORMATIVA$ASSAIGS REALITZATS / NORMABASSAIGS REALITZATS / NORMA  J n`} 4D@@  UnidadUnitat B Unitat opN qp} 8D@@  ResultadoResultatB Resultat op\ q } FD@@ EspecificacionesEspecificacionsBEspecificacions oooop ~ @ ;< <}D@@ 5.Seccin recta transversal equivalente UNE360686,Secci rLVAL ecta transversal equivalent UNE36068B/,Secci recta transversal equivalent UNE36068 <<<<<< G !} 1D@@  Anul.Anul.BAnul. "I  } 3D@@  mnimamnimaB mnima I } 3D@@  mximamximaB mxima  GHHHIa,} KD@@ Seccin equivalenteSecci equivalentBSecci equivalent  & ! 0  JKKKLmP}WD@@  Seccin equivalente media!Secci equivalent mitjaBSecci equivalent mitja  & ! 0  MNNNO  }jD@@ *#Seccin nominal/seccin equivalente* Secci nominal/secci equivalentB# Secci nominal/secci equivalent  & ! 0  ~ @ ;< < <<<<<< G !}1D@@  Anul.Anul.BAnul. "I} 3D@@  mnimamnimaB mnima I}3D@@  mximamximaB mxima  GHHHI]}GD@@ Nm. de registroNm. de registreBNm. de registre(  & ! 0 JKKKLU}?D@@  Nm. probeta Nm. provetaB Nm. proveta(  & ! 0 JKKKL]0}GD@@ Dimetro nominalDimetre nominalBLVAL Dimetre nominal  & ! 0 JKKKL[T}ED@@ Dimetro mandriDimetre mandriBDimetre mandri  & ! 0 MNNNO[t}ED@@ Comportamiento IComportament IBComportament I(  & ! 0  ~ @ ;< < <<<<<< G ! }1D@@  Anul.Anul.BAnul. "I} 3D@@  mnimamnimaB mnima I}3D@@  mximamximaB mxima  GHHHI]}GD@@ Nm. de registroNm. de registreBNm. de registre(  & ! 0 JKKKLU}?D@@  Nm. probeta Nm. provetaB Nm. proveta(  & ! 0 JKKKLX}BD@@ Espesor plancha Gruix planxaB Gruix planxa  & ! 0 JKKKL[}ED@@ Dimetro mandriDimetre mandriBDimetre mandri  & ! 0 MNNNO[<}ED@@ Comportamiento IComportament IBComportament I(  & ! 0  G )\}1D@@  Anul.Anul.BAnul. *Ih} 3D@@  mnimamnimaB LVAL mnima Ix}3D@@  mximamximaB mxima 4JKKKLeBX #N>5#I 0 0 [ K,  0D (  Dj D  0M ]@0#   "0#3` :2` :2"!3d23 M 4 3QQQQ3_  NM ]  <4E4 3QQQQ3_ M NM ] 31 x 4E4D$% MP(3O&Q4$% MP(3O&Q4FA3 3Ojd 3*@#M&43*#M&4523 M 43d" 3_ M NM ] MM<444% " M3O&Q'44eee rj D  0MLVAL  ]@R#   "R#3` I2` I2"!"!3d23 M 4 3QQQQ3_  NM ] 31 x 4E4D$% MP(3O&Q4$% MP(3O&Q4FAc X3Ok2< 3*#M&43*#M&4523 M 43d" 3_ M NM ] MM<444% " M3O&Q'44eee ld D s *  ]x$   "x$3` I` IF` IF` I ` I2!@ H(   Hr H  0 {&  @ ] {' <150<ll H s * { @e e ]LVAL {D( <100<ll H s * T{ @  ]T{) <80<ll H s * { @  ]{* <50<ll H s * { @= = ]{+ <40<rr H  0 D {&  @  ]D {, <25<ll H s *   { @  ]  {, <20<rr H  0  {&  @` ` ] {S. <10<ll  H s * 4{ @  ] 4{. <5<ll  H s *  { @w w ]  {T/ <2<ll  H s * { @  ] {80 <0,40<ll  H s * $ { @ ]LVAL  $ {1 <0,08<"!"!3d23 M 4 3QQQQ3_  NM  31 x4E4 3QQQQ3_  NM  31 x4J[^@4 3QQQQ3_  NM  31 x4J[^@4D$% MP(3O&Q4$% MP(3O&Q4FA x 3Om 3*vx/ @ #M! M43*Y@$@$@M& ! M! M4% f9 M 3O & Q "TAMISSOS U.N.E.'4%   uM Z3O & Q % PASSA'4523  43d" 44%  `" BMP3O &!Q  SL'44eee >@"     LVAL                               7Hoja3ggD ThisWorkbook"%x__SRP_a __SRP_b$)Hoja2 z  !"#$%&'(*+,LVAL ./0123456789:;<=>?@ABCDEGHIKLMNOPQRSTUVWXZ[\]^_`bcdefghijklmnopqrstuvwxy{|} F=' 33 A@4TeC.Id A@6='SERI]x$*. %<.8 B@> 8B@>A@@A@@ A@B ("o ]'D F & 'H H S]0 F F H   $N$L'J J$P'Dzki HExit Sub] R.T encara no s'ha processatG1 T%:!VS A@$'X Z b Z T%:SMsgBox Range("D" & i) G<ITeC.Id ITeC.type='NUM_ASSAIG' ITeC.DEF_ID='NUM_ASSAIG' ITeC.ASS_REF='D Z T%:!V$D' />a Z T%:(\ @<ITeC.Id ITeC.type='SERIE_ASSAIG' ITeC.SIS_ID='2' ITeC.ASS_REF='D Z T%:!V$D' />c Z T%:(\ B<ITeC.Id ITeC.type='ASSAIG_ESTATIC' ITeC.SIS_ID='2' ITeC.ASS_REF='D Z T%:!V$D' />c Z  T%:(\k0(F1 T%:!VSr4F1 T%:(VkF2 T%:!VSi9F2 T%:(Vk1G1 T%:(Vp modifiquem l'idioma]] ^ d T!<%b ^!f$=IF(S ^!f$=IF($E$1S=IF($E$1 ^!f ^!f $N ^(f MsgBox "HOLA"k kxp'X A@BkPoH@Attribute VB_Name = "ThisWorkbook" RBasR0{00020P819-0C$0046} |GlobalSpac False dCreatablPredeclaIdTru BExpHΙ " +C//?Q=@Q=@Q=@Q=@ @lenoide a 24 vacesa 1'', tip__0?Q=@Q=@Q=@Q=@ @lenoide a 24 vacesa 1'', tip__BJSBU010Electrovlvula p/reg,cos PVC,1-10bars,solenoide 24 vac,presa 1''@ UBJSBU010ETVEN.3VEN.3' 0?Gz[@Gz[@Gz[@Gz[@ @LCD, tipus Imagee Rain-Bird __BJSAU010Programador elec.,2zones reg,doble programa pantalla LCDy@) UBJSAU010ETVEN.3VEN.3      0?RQ?RQ?RQ?RQ? @Y G`P __BJS5U100Tub LDPE d17/14,6mm~@( MBJS5U100ETVEN.3VEN.3 0?Gz?Gz?Gz?Gz? @Y G`P __BJS5U024Gotejador autocomp.,24l/h,p/insertarz@' UBJS5U024ETVEN.3VEN.3  0?zGd@zGd@zGd@zGd@ @or\  GG(--.!!E__BJS1U050Boca reg,fosa=45mm,epoxi,rosca t ReusR@& UBJS1U050ETVEN.3VEN.3  0?GzP@GzP@GzP@GzP@@@ida.PAR_FAM_ID))225') AND (P__C1105A00Retroexcavadora amb martell trencador'@% hC1105A00EQC1105A00Banc GISA Edificaci Obra NovaVEN.3H>> 0?|@|@|@ @ @__BAVJU005Gelosia LAM.5 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 17 lames ) posici @ uBAVJU005INVEN.3VEN.3KAA77777333333)'0?@@@@ent ( 13 lames )ici horitzo__BAVJU003Gelosia LAM.3 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici @ uBAVJU003INVEN.3VEN.3KAA77777333333)'0?h@h@h@@P;@<=11__BAVJU002Gelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent posici horitzontal a@ uBAVJU002INVEN.3VEN.3KAA77777333333)'0?؃@؃@؃@@@posici horital __BAVJU001Gelosia LAM.1 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent posici horitzontal a@ uBAVJU001INVEN.3VEN.3KAA77777333333)'0?R@R@R@R@@`@X@`__C200C000Corona taladradora refrigerada amb aigua per a forats de 5 a 25 cm com a mximP@- hC200C000EQVEN.3VEN.35++!!!!!LVALzl {\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Persianes de gelosia de lamel\'b7les m\'f2bils.\par S'han considerat els materials seg\'fcents:\par - Alumini lacat\par CARACTER\'cdSTIQUES GENERALS:\par Les lamel\'b7les han de ser totes paral\'b7leles.\par Si les lamel\'b7les s\'f3n m\'f2bils han d'estar unides amb un mecanisme per la cara interior de la persiana, de tal manera que permeti moure-les conjuntament.\par El conjunt de la persiana ha de complir les condicions subjectives requerides per la DF.\par El moment d'inercia dels perfils no solidaris amb l'obra, ha de permetre que un cop sotmesos a les condicions m\'e9s desfavorables, la fletxa sigui <1/300 de la seva llarg\'e0ria.\par Les parts susceptibles d\'92entrar en contacte amb els transe\'fcnts o amb els usuaris no han de presentar vores tallants o feridors que puguin causar danys.\par Les vores tallants i projectants de qualsevol part m\'f2bil de l\'92estructura de la persiana, a col.locar a una al\'e7ada menor de 2,50m per sobre del s\'f2l o per sobre de qualsevol nivell d\'92acc\'e9s permanent, han de ser arrodonides amb un radi m\'ednim de 0,50mm.\par -Resist\'e8ncia al vent:\par +-------------------------------------------------------------------------+\par \'a6 Classe \'a6 0 \'a6 1 \'a6 2 \'a6 3 \'a6 4 \'a6 5 \'a6 6 \'a6\par \'a6------------------------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6Pressi\'f3 nominal p (N/m2)\'a6 <50 \'a6 50 \'a6 70 \'a6 100 \'a6 170 \'a6 270 \'a6 400 \'a6\par \'a6------------------------\'a6------\'a6------\'a6----LVAL --\'a6------\'a6------\'a6------\'a6------\'a6\par \'a6Pressi\'f3 d\'92assaig de \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6 \'a6\par \'a6 seguretat 1,5 (N/m2) \'a6 <75 \'a6 75 \'a6 100 \'a6 150 \'a6 250 \'a6 400 \'a6 600 \'a6\par +-------------------------------------------------------------------------+\par -Resist\'e8ncia a la c\'e0rrega de neu:\par Per a cada dimensi\'f3 el fabricant ha de precisar la pressi\'f3 m\'e0xima de neu que la persiana pot soportar sola o amb associaci\'f3 mec\'e0nica amb la finestra tancada. D\'92acord amb assaig amb norma EN-12833.\par -Resist\'e8ncia del mecanisme de tancament si n`hi ha:\par La persiana en posici\'f3 completament desplegada no ha de ser oberta per a permetre el pas d\'92un intr\'fas des de l\'92exterior sense eines.\par La persiana no ha de permetre que un intr\'fas passi a trev\'e9s (0,40 m x 0,40 m d\'92apertura).\par -Resist\'e8ncia mec\'e0nica (cicles de maniobra repetits)\par Classes de durabilitat: \par +--------------------------------------------------------------+\par \'a6 N\'famero de cicles \'a6 Classe 1 \'a6 Classe 2 \'a6 Classe 3 \'a6\par \'a6-----------------------------\'a6----------\'a6----------\'a6----------\'a6\par \'a6 Desplegament / replegament \'a6 3000 \'a6 7000 \'a6 10000 \'a6\par \'a6 Orientaci\'f3 de les lames \'a6 6000 \'a6 14000 \'a6 20000 \'a6\par +--------------------------------------------------------------+\par - Maniobrabilitat en cas de gelada\par Les instruccions t\'e8cniques del fabricant han de dir si es pot o no maniobrar en condicions de gelades (amb formaci\'f3 de gel ) i en cas contrari , el producte ha de portar l\'92av\'eds: la maniobra en condicions de gelada pot danyar la persiana.\par - Resist\'e8ncia a l\'92impacte: Ha de complir les especificacions de la norma UNE-EN-13659 \par - Resist\'e8ncia t\'e8rmica: Ha de complir les especificacions de la norma UNE-EN-13659 \par - Falsa maniobra\par Sota l\'92acci\'f3 d\'92un us anoLVAL rmal previsible (falsa maniobra), la persiana no pot patir deformacions o degradacions que perjudiquin el seu bon funcionament i que portin a defectes d\'92aspecte no admissibles. D\'92acord amb norma UNE-EN 13659.\par Toler\'e0ncies:\par +----------------------------------+ +----------------------------------+\par \'a6 Amplada L (m) \'a6 Tolerancies (mm) \'a6 \'a6 Al\'e7ada H (m) \'a6 Tolerancies (mm) \'a6\par \'a6---------------\'a6------------------\'a6 \'a6---------------\'a6------------------\'a6\par \'a6 L<=2 \'a6 +0 a -3 \'a6 \'a6 H<=1,5 \'a6 +0 a -4 \'a6\par \'a6---------------\'a6------------------\'a6 \'a6---------------\'a6------------------\'a6\par \'a6 2<L<=4 \'a6 +0 a -4 \'a6 \'a6 1,5<H<=2,5 \'a6 +0 a -6 \'a6\par \'a6---------------\'a6------------------\'a6 \'a6---------------\'a6------------------\'a6\par \'a6 L>4 \'a6 +0 a -5 \'a6 \'a6 H>2,5 \'a6 +0 a -10 \'a6\par +----------------------------------+ +----------------------------------+\par PERSIANES D\'92ALUMINI O ACER:\par Han de tenir un aspecte uniforme, sense esquerdes ni defectes superficials.\par Els cantells de les lamel\'b7les han de tenir la forma necess\'e0ria perqu\'e8 no passi la llum quan la persiana estigui tancada.\par Resist\'e8ncia a la boira salina en persianes exteriors ha d\'92\'e9sser com a m\'ednim classe 2\par Resist\'e8ncia a la corrosi\'f3:\par +--------------------------------------------------------------------+\par \'a6 \'a6 Classe 1 \'a6 Classe 2 \'a6 Classe 3 \'a6 Classe 4 \'a6\par \'a6------------------------\'a6----------\'a6----------\'a6----------\'a6----------\'a6\par \'a6Components d\'92interior \'a6 24 h \'a6 48 h \'a6 - \'a6 - \'a6\par \'a6Components d\'92exterior \'a6 - \'a6 48 h \'a6 96 h \'a6 240 h \'a6\par +--------------------------------------------------------------------+\par Toler\LVAL 'e0ncies:\par - Secci\'f3 de les lamel\'b7les: \'b1 2,5%\par - Rectitud de les lamel\'b7les:\par - Per a una llarg\'e0ria =< 1,5 m: \'b1 1 mm/m\par - Per a una llarg\'e0ria > 1,5 m i =< 4 m: \'b1 1,5 mm/m\par - Per a una llarg\'e0ria > 4 m: \'b1 2 mm/m\par - Torsi\'f3 de les lamel\'b7les: \'b1 1\'b0/m\par - Planor: \'b1 1 mm/m\par PERSIANES D'ALUMINI LACAT:\par Les lamel\'b7les han de provenir de l'extrusi\'f3 del totxo d'alumini. Han de ser d'aliatge 57-S (UNE 38-337).\par Les lamel\'b7les han d'estar protegides superficialment amb pintures de poli\'e9ster amb pols, polimeritzades al forn i resistents a la intemp\'e8rie.\par Gruix de la paret de la lamel\'b7la: >= 0,5 mm\par Tipus d'alumini (UNE 38-337): Aleaci\'f3 A1-0,7 Mg Si\par Lacat del perfil: >= 60 micres, <= 120 micres\par Qualitat mitja total del segellat.\par Duresa Brinell (UNE_EN_ISO 6506/1): >= 45\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Protegida per tal que arribi a l'obra amb les condicions exigides.\par El subministrador ha d\'92aportar la documentaci\'f3 seg\'fcent, que acredita el marcatge CE, segons el sistema d\'92avaluaci\'f3 de conformitat aplicable, d\'92acord amb el que disposa l\'92apartat 7.2.1 del CTE:\par - Sistema 4: Declaraci\'f3 CE de conformitat del fabricant\par Els productes de la construcci\'f3 han de portar el marcatge CE de conformitat amb el que disposen els Reials Decrets 1630/1992 de 29 de desembre i 13281/1995 de 28 de juliol. \par El s\'edmbol normalitzat del marcatge CE ha d\'92anar acompanyat de la seg\'fcent informaci\'f3:\par - Sobre el mateix producte:\par - Nom i marca identificativa del fabricant\par - Direcci\'f3 registrada del fabricant \par - Refer\'e8ncia d\'92aquesta norma europea (UNE-EN 13659 )\par - Sobre la documentaci\'f3 comercial que acompanya el producte (instruccions de manteniment i/o d\'92instal\'b7laci\'f3 o albar\'e0) :\par - Nom i marca identificativa del fabricant\par - Dos \'faltims d\r LVAL 'edgits de l\'92any en el que el marcat es va fixar \par - Direcci\'f3 registrada del fabricant \par - Refer\'e8ncia d\'92aquesta norma europea (UNE-EN 13659 )\par - Tipus de producte i informaci\'f3 dels requisits essencials\par - Resist\'e8ncia al vent.\par Emmagatzematge: Protegida contra les pluges, els focus d'humitat i de les zones on pugui rebre impactes. No ha d'estar en contacte amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par UNE-EN 13659:2004 Persianas. Requisitos de prestaciones inclu\'edda la seguridad.\par\pard\par }bLVAL3{lr{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Persianes de llibret i gelosies, col\'b7locades sobre f\'e0brica.\par S'han considerat els tipus seg\'fcents:\par - Persiana de llibret practicable, amb lamel\'b7les fixes o m\'f2bils\par - Persiana de gelosia amb lamel\'b7les m\'f2bils\par S'han considerat els materials seg\'fcents:\par - Alumini lacat\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Replanteig\par - Fixaci\'f3 dels suports o ancoratges\par - Muntatge de la persiana\par - Col\'b7locaci\'f3 de mecanismes de tancament i subjecci\'f3\par CONDICIONS GENERALS:\par Han d'estar ben aplomades, sense deformacions dels angles, i al nivell i al pl\'e0 previstos.\par Toler\'e0ncies d'execuci\'f3:\par - Replanteig: \'b1 10 mm\par - Nivell previst: \'b1 5 mm\par - Horitzontalitat: \'b1 1 mm\par - Pla previst de la persiana respecte a la paret: \'b1 2 mm\par PERSIANES FIXES:\par Han d'estar travades a l'obra amb ancoratges galvanitzats, separats 60 cm com a m\'e0xim, i a menys de 30 cm dels extrems.\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par S'ha de preveure els gruixos dels acabats de la paret a la que estigui subjecte.\par S'ha de col\'b7locar amb l'ajut d'elements que garanteixin la protecci\'f3 de la persiana contra impactes durant tot el proc\'e9s constructiu.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m2 de superf\'edcie amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }LVAL oseTemplateDeriv BustomizD2Const TAG_ASS0_REF=' wP)- Sub _Open() Dim obj sheet AsApplication.Scr@eenUpdng 9X(Desprotegeix M!  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E QZ.e+3 </g  p @ _ESTATIC x r k%%: "IDwu?/">F:8TAr4!"F2A+ i9 MH1'On Err}Resup' modifiquem l'idiomaTqIW2cAux ` Lq !L  vs.Special(xrT?tCsegPLeft?u., 4):"=IF(OA1rQK, 8SS$E$~1"7i%c& x xLx # ' Y"HOLAxu*q? w{!wi(aQ%q2zA!?f*4W44f43ae6*\rU  '    a I i! i0  1Iay"! 1Y 1Y #4 `   W   , LVAL t! t tl=tt t fd%t$ Dt,& tt Qt[PxL: lxSt\t x  x9 Ls fd%t$ Dt,& t) V =tt< lt= t5<l=tt tl=tt t,4(d%t! t dl4=x)t43(d%($%tx t<8t5< o & 9 ! 0 aR }    "  "!: xSR#+  (m { }#<ywbC* #qbFC3cTF9 : e;i<xC3cTF9 : e;i<ywbC* #qbMEL @[LSS   (:>"La  LLa a"a LP<P<T<X<\<`<d<h<l<p<t<x<|<N0{00020819-0000-0000-C000-000000000046} ASS_REF='L% `kT    xp %  88%,DH` X!iF i ` H` J ,`LVAL `o\EE1 iR   Ut %  ^`|%` `x (%BHH0 %Xx0H $&*,.20@`t @d @xT @P @LO  @< p46@B@4 @$ @ @ 0Hx` Rx ``@d @T @P @@ @0 @ $XDdNB@Z @p H @ p @( @ @ @ @@ @ @X @p @ @ p@t &@pO &@` 00H0x@`TXLD$*\Rffff*4W44f43ae6*\R1*#2ab*\R1*#1c8*\R1*#d7$*\Rffff*4X44f43ae6*\R1*#2ac*\R1*#LVAL e8*\R1*#1c4*\R1*#e4$*\Rffff*4S44f43ae6$*\Rffff*4Y44f43ae6$*\Rffff*4Z44f43ae6*\R1*#dc*\R1*#e4*\R1*#64*\R0*#f4v "   (  8  HX  p     )    ,3    ( 8 H X h B  p x     .  "     ( 0 @2`       =   a  a (   2 (2  (@`(h      ;  3"34R( `x        ] ASS_REF='0i ]X ("cVe A@$For &((ud.  !* dir A@,INN A@.IG' ITh &((AIG' I 2A@0x ( 80Y Y l=tt t t! t tlLVAL 4PLx8t4<0   l l x lx=t2P'T%:d%t Pa0:@]3P50el=PP Pz(@(Th_=P'T%:d0%t Pa :@]@P60 R P'T%:d0%t Pa `Xl*#*F%'%:@%t ,2)P60 P'T%:d0%t Pa `Xl*#*F%'%:@%t ,2)P60  P'T%:d0%t Pa `Xl*#*F%'%:(@ %t ,2)P6 0  ~x2P'T%:d%t Pa0:@]3P50(:@%P'T%:d%t P,P2P'T%:d %t Pa0:@]3P50(:@!%P'T%:d %t P,P(:@"%P'T%:d%t P,PK;d%Pt P0a[t|P50pH3|a09 0 #  :d$]360 93|a09 0 #  :d%]@60 7R|a9 :T%|a0 (dS" & `%|,60` |9 pzl=PP PlH0 tpxt|x8 P0 `4HrU  @$ `T,A `X)00( `\nrU    y$` A%I  2%<S idioma catala)El valor de la cel.la ha d'esser una data zLVAL A@x lB@H'ld idioma castella&El valor intrducido debe ser una fecha zA@x lB@H'lkk dx Es alfanumerica. tot valkPkHk@p8o0 ] ! !  XS l! !  : G|j ^ l ^!S ^ `/R `B@}kk oxpZAttribute VB_Name = "Hoj a2" Basp0{0002`0820- C$0046} |GlobalSpac False CreatablPredeclaIdTru BExposeTemplateDeriv$ BustomizD2 P   Sub Worksheet@_Activ (0)  eWindow.Dis 8yGridl0inesZ9End$ +Change(ByVal Target Axs R 56I f EsEdi () ThenKOn Err or GoTo:!  .uA_""  Exit)Num P,ca ' ,.fXormGA'y\peA)@G"~D RL D) bHerF@at # ,###.##@A 'XIf @"Not Is4`#2PAB.Cells(1, 520_ A' idioma cla MsgBox "@El val sde l el. ha d'esser numric", vbInAaatio #*SelectC-,Eby!m Hst&xintrducido debe o?a?em 0aoM qe'`JEsFelch8l'-bd ""dexmeyP `Ao rkO%a c?)eb$xb bundkEeE"c!7d  9e e! fK_ 11/" z/l1uK ' n alfaMh. t\And "!_p0p}x}CQSy y Dim ob>j `z SFxRes t NexV 4Me.Appli@`0.Visi3 q Ap :Procp^ingRgfRows.Count >l 1x}  u Each InTQ?7 a mmeIs `h` / SFrBmcio.Ha4Show 1?x 15q !!50xhP  lxH  %0nrt2<zx|@h @X @8H @D @4 @$ @  @__SRP_eLVAL -__SRP_f FFrmSeleccio__SRP_16 J(0 +y)! ,!**!I 4q"!0` `` I0 9 W \( fh%x$ Dx,& xs$($ x < l x x 6K8xaX:h ]35X8 x 3xaXl 5X.:(h%($%D$ DX(]3D5X+'''H@:hNXX 6XH x:h %x,,+'''H@:hNXX 6XH x:h %x,4 x 0xaX 5X+:(h%($%D$ DX(]3D5X+'''H@:hNXX 6XH x:h %x,)+'''H@:hNXX 6XH x:h %x,2<(x DXHS  %: #<fxVD  sW I Fg D )0 xg D )0 fxVD  sW IME [LSS 8:>" LLa a"a N0{00020820-LVAL 0000-0000-C000-000000000046} h@`XkH  j`k L:: )l   %  `(oP@ )l   %  ^xt( % X0%@% 2%x&X"hZ @x hZ @h @X h H   lx  %8x"hZ X`X `@p ! @n e@\ @L @HO x  @`8 `@( p0xhP  lxH  %0nrt2<zx|@h @X @8H @D @4 @$ @  @ @P @ `~00x@TH`LD*\R1*#1c8$*\Rffff*4Y44f43ae6*\R1*#2ac*\R1*#e8*\R1*#1c4*\R1*#d7$*\Rffff*4SLVAL 44f43ae6$*\Rffff*4^44f43ae6$*\Rffff*4Z44f43ae6*\R0*#13*\R0*#1*\R0*#144\ "  "   (8@ X h . *   :  (6+@ x  4+      8(` :x  8+   4+  Xhpx       "     . 5 (  !8 HX  h p x    &((io` @ l$nSVepF l!V: G|j. l$rS!* Target.formINN 'If TypeName(Target.Value) = "Date" Then0 $ Target.NumberFormat = "#,###.##"x End If. l!v$tS 2%<S idioma catalaA@@(El valor de la cel.la ha d'esser numric zA@x lB@H'D'ldh idioma castella%El valor intrducido debe ser numrico zA@xJ lB@H'D'lkkd l$|S1Target.NumberFormat = "d ""de"" mmmm ""de"" yyyy" l!V$~S, l xK.n p p hLVAL knup2xa\ppaLv"p6\LqlxtH!ta\}[pcp5\ltSp$  p(8%$   t9 HT0Htxp\L444HrU  @$`H,A`L a,`P$anrU  P$$%A%$@i% %``qD1&1Y&0 ``1q ^/i! ??0 P  0   0 (  0 h  0   0   4 8 <@@DD   rU  P$)`,i`$`,` $)`4i` !9Q@ 4 q@Sa80 @<n__SRP_17LVAL YHoja3 -__SRP_14a__SRP_15zYrU    y$` A%I (0 +y)! ,!**!!! 4q"!0` `` I0 9 ebe ser numrico zA@xS lB@H( 'lkkd l$|S1Target.NumberFormat = "d ""de"" mmmm ""de"" yyyy" l!V$~S 2%<S idioma catala)El valor de la cel.la ha d'esser una data zA@x lB@H'ld idioma castella&El valor intrducido debe ser una fecha zA@x lB@H'lkk dx Es alfanumerica. tot valkPkHk@p8o0 ] ! !  XS l! !  : G|j ^ l ^!S ^ `/R `B@}kk oxp\Attribute VB_Name = "Hoj a3" Basp0{0002`0820- C$0046} |GlobalSpac False CreatablPredeclaIdTru BExposeTemplateDeriv$ BustomizD2 P   Sub Worksheet@_Activ (0)  eWindow.Dis 8yGridl0inesZ9End$ +Change(ByVal Target Axs R 56I f EsEdi () Th  & ! LVAL 0 `9 R}    "  "!a: SxenKOn Err or GoTo:!  .uA_""  Exit)Num P,ca ' ,.fXormGA'y\peA)@G"~D RL D) bHerF@at # ,###.##@A 'XIf @"Not Is4`#2PAA2.Cells(1, 520_ A' idi oma cla MsgBox "El val sde l el. ha d'esser numric", vb InAaatio #*SelectC-,Eby!m Hst&xintrducido debe o?a?em 0aoM qe'`JEsFech8l'-b@d ""dexmeyP `Ao rkO%a c)eb$xb bundkEeE"c!7d  9e e! fK_ 11 eg Lk J9  @xfv^%Haq&C_- : HDcSD#"oK5&D#x#"oK5&D#k J9  @xMEPSPSSS0:1 1 6"a0{C1B240C2-086D-4005-8FAC-7424693B3D82}{DCFD95CC-9A32-45D9-94AA-780DEAAA65D7}@j  <@%%%8  `&& `  %` Z (` , )  % h`  2  LVAL `  > ) S % `  K  ` PV )px %i  % %j  4  @* R8S0@h( P( `8(P P HLD*\R1*#1c8*\R4*#e*\R4*#d$*\Rffff*4^44f43ae6@DY    "   ( 0  8H (h    $      08 @X ` h "  p x  "       "          ( " 08@ H  P "  X `p] ]  ]LVAL  P]]H B@al!V Z R!!d !* R!!d Z$ $SS   B@~) ' dP   R!!d Z$' ##.#k   S   B@~k ! S RS% R'd %'kko A@ox ( !Sa ca 'R'k@ A@rbe sero( h  SB@HA@k S A@rko ' 'A@ o orAttribute VB_Name = "FrmSeleccio" Bas0{C1B240C2-086D-4005-8FAC-7424693B3D82}{DCFD95CC-9A32-45D9-94AA-780DEAAA 65D7} dGlobalSpa coFalse `CreatablPredeclaIdTru BExpose0Templat@eDeriv C ustomiz9 D Public Acceptat As Boolean D _ pRangM n& Sng PDH Sub @Filter!( ) Dim xstr\+ i Integer On Error ResBu NextListValorXs.C0F iU1 To Len(".Comment.T%AIf Mid , i, 1)Chr(10) TheI $E$AddIte> EC@@"!EEB E7 E&a*GEnd IfC! P<& <> ""6 ?3C  Co unt > 0R f @! 0!//%`! .A(0D>! # ! XVaZG _DblC!`hk(ByO C ancelaXMS Oms.RetuRrnjMElePhi `IAja'("Index*-V9 Uc9 .= GG =  AIUnload M j %Key ~ss %AsciB~% %!  = 13RH~E)Ia 27 ! 6User=_Activ xE3{*D 'OB&#Downa+CodeP*, UShif- /" z/l1uK' n alRfaMh. t\And "!_p0p}x}CQSy y Dim o|bj `z SFxR es t NexV 4Me.App li@`0.Visfi q Ap :Procp^ingRgfRows.Count > 1x}  u Each InTQ7 a mDmeIs `h_`  SF rmcio.Ha4Show 1?x 15q !!5 @D @4 @@$ @  @ `@P %@ LVAL W \( fh%x$ Dx,& xs$($ x < l x x 6K8xaX:h ]35X8 x 3xaXl 5X.:(h%($%D$ DX(]3D5X+'''H@:hNXX 6XH x:h %x,,+'''H@:hNXX 6XH x:h %x,4 x 0xaX 5X+:(h%($%D$ DX(]3D5X+'''H@:hNXX 6XH x:h %x,)+'''H@:hNXX 6XH x:h %x,2<(x DXH, l xK.n p p hknup2xa\ppaLv"p6\LqlxtH!ta\}[pcp5\ltSp$  p(8%$   t9 HT0$ ( : #<brC@y~u@7 F 9*K0 P\R&x 9*K0 P\R&brC@y~u@7MED @[LSS 8:6" LLa a"a a"<H<L<P<T<X<\<`<d<h<l<p<t<x<|<N0{00020820-0000-0000-C000-000000000046}p h@`XkH  j`k L:: )l   %  `LVAL (oP@ )l   %  ^ t(% % X0%@% %x&VBS;.VE@x .W@h OC@X IT P(  lx  %@  X`@p @n @\ @L @HO ( @h8 @( (0x`P  lxH  %0nrt2zx|~@h @X @8H @D @4 @@$ @  @ `@P %@ 00x@TH`LD*\R1*#1c8$*\Rffff*4]44f43ae6*\R1*#2ac*\R1*#e8*\R1*#1c4*\R1*#d7$*\Rffff*4S44f43ae6$*\Rffff*4^44f43ae6$*\Rffff*4Z44f43ae6*\R0*#13$*\Rffff*4Y44f43ae6*\R0*#1*\R0*#144\ LVAL "  "   (8@ X h . *   :  (6+@ x  4+      8(` :x  8+   4+  Xhpx       "     . 5 (  !8 HX  h p x    &((o` @ l$nS%pF l!V: G|j l$rS Target.form 'If TypeName(Target.Value) = "Date" Then $ Target.NumberFormat = "#,###.##" End If l!v$tS 2%<S% idioma catala(El valor de la cel.la ha d'esser numric zA@x lB@H'ldh idioma castella%El valor intrducido dHtxp\L444HrU  @$`H,A`L a,`P$anrU ~|  !" LVAL I"! ModCeldas A__SRP_10 ~*__SRP_11 ModGraficap@ B     < 0@ X `hp x B     <    ( 0 B 8 @H P X <"!` *    ]   ]].'  T%<.  T%< ( x  !- !- ! B@umberF  T,<  'i ](]@]`] 5 ara guardem aquelles cel.les que no estiguin ocultes'   ! %. ! % . !S !  %,<  'ko ]'r. !!- !- !$. S !NS'rzLVAL PkHk@i8 (]'. !!- !- !$. S !AS'zkki  ]'|`. !!- !- !$. S !DS'|zkki 8]'n. !!- !- !$. S ! !S'nz kkiAttribute VB_Name = "ModCeldas" Public mObjColTipus As ,lectionDFun CarregaInfo(objSheetfWorks) Dim lCounLongqValor: SR  = Ne}w  `\= 36@While  .ls(, 200) <> "{6l G5! I.Tag1! +0 `.Add  ",.Full a & "-" 4 Row0"!t/t/a=c+ B1Wend ` End & z~Sub FilterHide sA~|bookAp~|Sh& R RbRangefHh' ara guardem aquelles` cel. no estig uin ocu2.sCM FEachi In`IAX 6=ED. |JA IC= h@ Sh. Y!   CAIf Not (. gden TheAe E 1)db+A]g ! x$H!GIfNextcI@GEsNumeripca(pau&>)!Boolea?C eC?G sFalseCOn Err9Res ?0 a!E6B ~ot|hie c, z.+ X.Index9 v. yumnG:9 Is;l97AB.|N"0>`"Trud"aExit}& 8 : EsAlfan+?:H?*: }:e:": 6:ol:s:!:A: #?;x'_x:EsFecho:eo:| o:0~ct ?:?:ll?:[P"=:Z?:t?:j?: PdQXdW?:?: ?:0:D o:o :A6PH:Editable /W/WP :` /W d/Wc/WH/W FApRRXX@rq; @ ( @$ @  @ @ LVAL  (6"exME< 8 0 "0 8:> PPPLLLLLL<0 %% 0`@k` R)U %` h  d% 4`k )   S %` x  tX%  px%  l!%+r(` (R) %   %+`h 9R) %  %+|8` KR) %  0%+n`ox ^R)  %  xt% @ 8(` 8@0l @` @PP @h@ @ 0 LVAL @ @ @ @ @( @ @p @@ @X @ @ @ @ @ @ @`( p@@hO  @d @` @(P @L @< @X, @ @ @ @ @     `nz   @ d @` @\ @8 X @ H @P D @h @ @ < @ , @ ( @$ @  @ @  8 LD*\R0*#1c*\R1*#2ab*\R1*#2ad*\R1*#1c8$*\Rffff*4Z44f43ae6$*\Rffff*4[44f43ae6*\R1*#e4*\R1*#f1*\R0*#1b*\R1*#e4*\R0*#1b*\R1*#f1*\R1*#dc*\R1*#e4*\R0*#1bx B  LVAL    098  X>h: / "       <(  hp ; :   $P   B     (0 <8 x  ia"t  qh9lhiP%(0%`H `:]@`5n d>lhiP%(0%`H ``d P/`5 d ,d $d ''l#*#l#*#*#l#*Fld``MP @_ l`=d2 `6/lhiP%(0%:%`H ``lhqh"  t,ld4 `p qx lh;Ldl ,ldiP%`H ` dlL=t)`L:dl ldiP%`t `, p`5,pa, 5, Px @(%l L>F,%L(P%`H ` dLS )`L5,lxqx l9 h 4htpl `L,0   0 (  0   `pzK c=t"!\ H ad\`` @l\#X*#DH aH"#@*#<*#(H a,"#$*F_ t2 XD@<($`6 dH, ltc*t DkXt <lX=/Xpz|(t< XD@<($`dH,LVAL RrU  ,`=,`i=I,`=a,`=a,!`=a,I`=anrU ~|  Ii  P  LD*\R1*#1c8$*\Rffff*4T44f43ae6*\R1*#2ab$*\Rffff*4S44f43ae6*\R0*#15*\R0*#13*\R0*#f*\R1*#2ac*\R1*#e8*\R1*#d7*\R1*#e4*\R0*#106    B  ( 0 H  X h B  p x      B      B   ,0`hp  xd@}y4B x `ME8 LVAL 8: "<*<60 >  LLL<<<<ITeC.Id %@Rl +` p R)  %) %  T%+`  R)@H %)h % %+@`  R) %) % 8%+`  &R) %) %   ` 3 ) 08 %)X % x% 0` H )  %) % (%+` p^R)8 %i& ` Z+p` mR)808 %i& ` Z $8` { ) %) %  (%` Z @ ` x } ) %) %) %  ^%` 0` 2LVAL "@ `   ) %) %  (%  8%` Z` : ( `   ) %) %  (%  8 %` Z . `@kh  )=  %+B `k  R)8 %  ^8t %+F ` X R)Hx %)J %)L %  ^ %` N` P9 R `x Dk` RI0  +V` R)H %)J  %)L0 %  ^P %` N` P X @H008@@p(    @` P 8(T@h\ @L @D pLVAL 8P`Bx`8@pO ptD@l @(\ @Z @H @@8 @X( @p @ @ p h P8(: P>@hl @\ @X @`H @8 @x( @& @Z @8 P@ 8@ @ @ @ @ @ @ @  @8p @P` @hP @@ 8h 0 "        ( 8 H X "  `  hp       (8 HB  P  X ` p4      B  (  08 @4`   LVAL "       0 H ` p  "         P  >`    "        8 P  p   $  "   ( 0 8  @ ` x      ( 0 8 " @ 8H 5 /     ,U  4w $B0 H +      B     "]  8 H  P X B  ` h p x    "   , <  H `P       B0   ,  B    ( 0 8 @  HLVAL "X   ,         (]  ]<ITeC.Id % 0]   A@ B@ !'i ]p   A@% B@ !'i@ ]    A@ B@ !'i @  $S  $  $'d'ki  ]` !! S|PkH $ ( $ ( ! !  ( !<B@a  A@ B@ B@.  A@o  ] !! S|pkh $ ( $ ( ! !  ( !<B@a  A@ B@ B@   A@"  A@$o 0]?B' Z 8! !  Z & 8%<$t Z & 8%<S  Z & 8%< S Z & 8%<'kk Zi ]X' Z 8! !  Z & 8%<$t Z & 8%<S  Z & 8%< S Z & 8%<'k(k  Zi p]]  Z ! !  !,!  ZS Z !,%..( (S (!0 Z ,< (!2 Z ,<kHk@8o0 8] /4 ^  ]]( ^$t ^! !  ^! !  %<$tS ^! !  ^! !  %<'0 ^'2 0S 0 2 !4B@k(k o @]]LVAL ]]( : !4!  : !4%..8 Z ! !  !,!  ZS Z !,%..( (S (!0 8!0S 8!2 Z ,<ykkko @]]] Z ! !  !,!  ZS Z !,%..( Z !4%..8 ( 8S (!0 Z ,< (!2 Z ,< 8!2 Z ,<kko ( 1 si la fulla ja esta tractada amaguem les cel.lesG1$:!V1S ! : G|j <B@> Z Z <%< $ : Gyj Z <%< Z <%< S Z$P: Z Z <%<   <% B@H >!@(Selection.RowHeight = 0.1k8 Zk o  ] 'B ^ 8 ^$t ^!V$DS B 'Bki  ] ] ] 'N'P ^ L ^$t ^!V$DS N H!VS& Aquest es l'element que estem buscant J%<$R P  J%<$R 'Fk YobjColGranulo.Add objRangeX.Offset(LngCount, 0), objRangeY.Offset(LngCount, 0), LngValors N 'N.k8 P 'P i  0$T$@$T'Ri  ]8 ]X ]p 'N'P ^ L  ^$t ^!V$DS N H!VS& Aquest es l'element que estem buscant  P  L%<'Vcel.k N 'Nulk P 'PiAttribute VB_Name = "ModGrafica" Public ProcessingCells As Boolean Const ITE C_TAG <I@TeC.Id Functio n CoeientA(objRangeMostra1Q, J2) DoeEt Dim.e@gresio New RLVAL  $ Estableixt : ;1}C!N ..Calcula p  End & aRBRWD Q[DBLDbA@MDR9 CD9  9 BG9 CFcFF9 XMaximQuadratgG#Ifta) <> 0 The` a--n[ / (2 *#?g! 2)) Yls: X0pIfcsP Sub @Lineall,  " ResultatF P`0 % .Columnsunt.3.c Exit #Ak BH3R, 1d0 *in= M?io.NumPs  G6.Row- 1EA.Cr4"?E! 9Gen0erar"`ialc&# ?L2JwKgeKs OK0=%%F4%%{.R%(%a%e#% bQFR% & JI 0 "!%cS6%% $ L({ ! "(nF5"!<'n@GLxong Li1IntegeP:;" 9 SFor i01 To?" Q @S1 *IsericF.(i, )@ \xqbia  >Smc SO  WNext ieAuQ~qg qe9 p_`__ _l>s&_Q S <_| cPR=_S_d 3_riva3 /`raTOB=[31$q<q! 5!" PUz1+ u2t& >=`9o/Set #Item(ihNoIhothO g @ A=V 6&1)38A .XxxA (2"!y: x!: !1T/! cU9 d"!& Sd.= qs#Each Cell In objRangeMostra1  HDim X As Doub4le `y0DIf (IsNumePric(C)` And 2 .#s,.Row - + 1,/.Column),))) pThen~u9 X =R5G =y=f X <> 0^`egresio..Add X, y $Ef! Next  ASub Private  Esta ~ixResultatAgRA csE BA)+ ,Punt$1iInteger jJ For j@T1 ToBtLHCo %GSet %D!C Item(j5AKi0 ?CAs@FGAz0 sCalculat >= i-w  ,i, No s hingt a!q!,.Xa-@ti a**!fs(i,x 3)C ,`Exit `5siclhamci!'hk2kasNLineal_l_l LAca _lL@JlwZZG*YpLY.rY^w`t`H$ IsSdg  AaW1W.X?D@^2)]xe!3 ~.m-- ciBcbHidep{s`(shFu %WorksheetG' si la fa ja ePf Pctada amaguem les cxel.psf("G1").Valuep?"1"$QApplication.VisilFalse" @ro .Actp! 0x500  Left1), Len(ITE C_TAG0 = x   O$0r" "q ?1$Str(i) & ":"aPi + `1 ).Selec@& cWsEnti`r ".#denPTru(E'7P@HLVAL eight0~.-+a* i O+c Fun0on %orb&T `s LongRRAFV1 ##Each& ? bTr\im!a3/)1"I/0 g)Y=%=vGranulomet Xj1yPos27Yvrs djrC Lng3!A : g= ; Y#ll  10! <N q' AquT PT l'7me aU`Tbuscan8 : +Log10XK1Jf-0s( %,~ E2 1i&5'iBjX.O ffset , 0RY ;f #_0 $=~ c2Q D2StpfEXT3 (X) /(10#0 P77NY7@7ge7ge0*sC Double  Dim objCell As RangldLngValorslLong4Count 2>l= 0$\"For Eadch`In Y" If IsN umeric() And Trim.ue) <> "" ThenAE9  )W<=;Pos$ "' Aquest es l'epleme tem busca nt 6Gran@ulomet bY ! 8Y.s(G" + 1, 1)e !E vIf9 `= !   c 1 Nex. Functio@R}__SRP_2~@__SRP_3 Punt &__SRP_8 a !y  0 0  0   0   0 @  LVAL 0   0   0 0  0   0 p  0 8  0 @  0 @  5X'\%:l%$ Xa8:H ]3X58,& X$ X h k&Xf H ( (H(\hP @(\%XH X89  J8( (: ]3X68(w @(\%XH X8(]/( @(%H (]p 'p)X68 0 8 8:l( @(H%XH X (Sp`%H  @x)X6 8 (`@+cl%X $ XW8CX58 ~`<04 X8( p`P@S qx tp ]ltllM\ @ pZll=tkZtaH8 8:(]<'l6H8! lxqx t9 p S,pt lH80   h4,$@ tD\B9 oDkLl"  84(l 0       rU   8` =a=a8` =a=a8` =a=a8` =a=a8!`LVAL =a=a8I`=a=a4q`)I =a(4"!`)I =a(8`a3 =aD ` a3 =a=a8 `a3 =a89 `a3 =a,a `=,0  `)=aD`  =a=a=a(`/D`  =a=a=an|@E LE$!*=h8+3q! ,FRh x! ,FRh E$!ME(SS S 6"N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}` % X0%j 04@j 2<$@ `00P,LD$*\Rffff*4V44f43ae6D   ] `] hAttribute VB_LVAL Name = "Punt" Basl0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |GlobalSpac False CreatablPredeclaIdCExposeTemplate Deriv%Cu@stomiz EPublic X As Do_ y0 rU  @Q yy @D )A /i!  4 <JrU  P@ 4 @$ <nrU   y @8 )A __SRP_9 Punts u__SRP_6__SRP_7e@N"AU.M: `-CE   ,  nd If9$'dNlv9el{A P V2J=Qothing]E& |APCP@Rerty GaItem(vntIndex {VSRnt{@\usaAZ h r ref^ cielemento de nlAAG' !Xi& @X ndisBoblave,$%por lo& ?sr mo dS yntax: A$Hfoo@:x.Bx0yz) 5)Aa>)#*O'C,Fk`*Co"!(9'Lo1 'obwnmerB&M'sco(. Siais: @Debug.@~nt x. Bd@Sub Remove@dquitab~x=&Jya=, :$S;!x~.:#2A-u# N a!#a Enumc7IUnknow ' @ permieerarD6 a[sD For ...EachN 6[_]+N7Cs_Initialize(bX BiG cuando9 b  %a& _@j+& gT n! FtruyK t#k`%L# %) %  \%,!.h Pp  LVAL i^ x %) %,! h $$i ``` @( +      !"$%&'()*+,-./0123456789;<=>?@ABDEFGHIKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmnopqrstvwxyz|}~ I0  W W 0   0   0   0   0 `  0  ( 0   88(D8rU  D<` ++3 0Ah !/3 (h%((`)/,h-<$A`0 $`4n Regresio 5__SRP_4 LVAL __SRP_5#Valor (16F      ( 0 8" @ H P " X ` h " p x         $   &    !"$%&'()*,P-K/C:23456789;<=>?@AB.DEFGHIJLMNOQtdTUVWXaZ[\]^_`Sbceughijkmnopqrsfxvwy}z{|~8M['P @,p=NsTI*=h8+3qO"!GB { xO"!GB { ,p=NsTIME PSS S 0 "*0 d6"<N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}% %,` `i0 i2 iZLVAL %) %  \%,!.h Pp  i^ x %) %,! h $$i ``` @( + i^  ,!bh ,6%) % h` 0= j` 4 C  xP%" Y4@`   P PD8 LD*\R0*#1c$*\Rffff*4V44f43ae6*\R2*#3$*\Rffff*4U44f43ae68L , 0 B  8 @ ` h >x    @P X B  ` >h @ , :Xh B p 4x .  "   2 >8 x   B  & 00@ " H 0P  "  6LVAL  &variable local para contener coleccin]@   crear un nuevo objeto].\7establecer las propiedades que se transfieren al mtodo 0 \(0 2 \(2  ZS \ XB@d \ Z XB@@kdevolver el objeto creado \.$.\i 8se usa al hacer referencia a un elemento de la coleccin:vntIndexKey contiene el ndice o la clave de la coleccin,%por lo que se declara como un Variant4Syntax: Set foo = x.Item(xyz) or Set foo = x.Item(5) ^$X..m .se usa al obtener el nmero de elementos de la(coleccin. Sintaxis: Debug.Print x.Count X! ' m ,se usa al quitar un elemento de la coleccin8vntIndexKey contiene el ndice o la clave, por lo que sedeclara como un VariantSintaxis: x.Remove(xyz) ^ XB@`o0 `esta propiedad permite enumerar)esta coleccin con la sintaxis For...Each X! f.bm )crea la coleccin cuando se crea la clase .Xoh 0destruye la coleccin cuando se termina la clase.XoDAttribute VB_Name = "Pun ts" Basp0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |Global!Spac False CreatablPre declaIdCExposeTemplat@eDeriv%C ustomiz E 'vari local para contenerlecci0n P - 1 m Col As 1 tio ublic Func Add(X Do e, y ROp 6sKe bS ng) $ 'c Sr un nuevo objeto DimNewM8emb T H! SeRtK= @  S@ es ec@las propiedades que transfieren @+mtod #i.X mX&yyIf Len(<)@0 Th (0 H  Php  x     LVAL  "   (08@H P h p x       t8$-"$ pL2eA a*=h8+3q" @KE" 8$ x" @KE" 8$ L2eA aME PSS S "6 <*6"<<N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}%p %j h D8@j  PL@ %j `\@h  \ ` d   P` h   ` l(( ` Zn` 0ntie` 2ave (% n8` t> ,|` xx Ui ,~` | `i ,tX` 8 li ,v`   oi ,x`  zi ,zx ` XR  i , `LVAL  i ,r8 `    i  ,  ` x i ,p `  S i  , ` 8i X ix ia iS i ,RX`  i 8 iX i~x ia iS i i i i8 i , `  i  (%,`X `   i  (P %, `   i  ( %, X `   i  (P %,  `   i  ( %, X `   i  (P %,} `  i  ( %  ` p ` Z` 0` 2 (x %LVAL l` 2    %* 4 4@j @ 8(@j  <0@* ,HL@ @j XT@8@ XXX X    h P xH 8 X  P  t<2 LD$*\Rffff*4U44f43ae6$*\Rffff*4T44f43ae6h B        (B 0 8  @ ` hx   B  B   4   B    4( ` hx B   4   B  B (  0 @H PX`B h.pB      B    B   n   B LVAL     B     8 Pp xB     & B    00Hx   B     B     ( @ ` h B p x    &   "       ( 0  H  `  x              " ( 0 H P X ` h       ]  ]  ] @ ]  ] h ] H]  ]  A@lo( A@no P]]]] ., p rSo Z  \      Z '0 pS  0 0  0  '2d  0  LVAL '2cel.k 0 2 ,B@sd Es un punt % Z t % Z 4%..( (!0 (!2 ,B@,ko  pSRegrasio quadratica v' x' z'd rS  Regresio Linial' |' ~'dx  No es pot calcular'''k8k0o( 8 rS      t$  '|d'|ki  rS `     $  '~d'~k ix  4! 'tiX X pS }  `   `      t$R  'vd'vki  pS   } `      `  t$R  'xd'xk ix  pS    }  `   `   $R  'zd('zki x `     t$ 'i  S'rd'rki 8    `  `   `   t$R ' iX   S'pd0'pk i    S  a ' i    S  ~ a     ~ S   a      'Rih X]'  Z t Z 4%..(   (!0 ' i ]8 '` Z t Z 4%..( ` (!0 (!0 '`i  X ] ' Z t Z 4%..(  (!0 (!0 (!0 'i  ]8 '  Z t Z 4%..(   (!0 (!0 (!0 (!0 '  ix X ] '  Z t Z 4%..(  (!2 ' i  ]8 '  Z t Z 4%LVAL ..(   (!2 (!0 ' i X ] '} Z t Z 4%..( } (!2 (!0 (!0 '}i  ] ]0 ]H ]` ., rS Z t Z 4%.!0'0  0  '2 0 2 ,B@hd` Es un punt Z t Z 4%..( (!0 (!2 ,B@ko  rS Regresio Linial |' ~''d No es pot calcular'''kXoPHjAttribute VB_Name = "Regresio"  Bas|0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |GlobalSpacA False dC reatablPredeclaIdCExposeTemplateDeriv Customiz E Public Mostra As Punts Num! Longinim Do z$ax CalcuS1 % ;R#b-Bc Sub  -Lineal()  ResoldreEqu0acio End  D.H[GeneraVr 7! DCiA.IntegerA.X3A,yobjANewh& " SetAt&  qAIf EsQ@uadrat zOr C Then  For i@0 To  EWAX M & + ((M - B) / ) * i*' UEy aXb+ bcKEsI xa!  DIfgeZ.Add X, yNextk''0 un pm& /1/D3_a'=EB=dw.Item(i_!eJD.@EN ad>if``}Ah l!_c:(OV)HN'a tTaa:$UWAbBcC9 2cCb  9 @C ialg 0K( AH? +a' No es pot cd`a&LaH0 =eP>Function9 A() C@+|EsC,?G$<A 6Determinant2(Sx`y, Sx`n0 cG #;-1d=S& PikBB2m `v s n~Q np .CoJ;!c)7;? 2f"_0d X 3@"2R3G # ?0o/Q& 2Fo$ /o`/c$!4 Sx!?t ? =laCO"9 ;g M"CO"3"raRyR7&  "y""FivzM.AS Sn0:5ZBoolea`'S)= g" _= R cSTruPBtY? Sb V!! w!o~O}x ntY /1 _0YI9 & ` H2(x1}P, x2yy? Y@ p* -1Py11" 3LVAL! As Double,@ x3 AsyZ1 h2 4 z Rz RzR)  Determinant3 = x1 * y27+Ty31 -,,3 ,2mEnd F unction Private Sx(Pim objPunt^\Sx Z0 For i1 xTo 1o Set$= Mostra.Itemx(i)*-+ & .XNextfe2e2?33Sx2 3pDU6~36A iiS 69494p%8 Vx SXx" woy goSy1o& xso  @ Gy ns SxC #7 ?4#4`q2x`0  ``y`y_CBic Sub G@enerarAMs Lineal(#D@iIntegerX! y 7NewA Calcul,at@\Es If E TheNG+!aX W%X1aXb .Add X<, 2 S2 El,seg ' uxn ptW_ 1 > !sS * . . SQ If p!R"a"ResoldreEquacio "A()' Reg@resio ial#a SAbBcm' No e s pot c% +dI *a1rU    y @h )A +/M0 9W  'a_x _x_x_x_x _ x  0   0   0 P  0   0 8  0   0   0 X  0   0   0 x  0  LVAL" 0 8  0   0   0 ,  0 X  0   0 X   0   0 X   0   0 X   0   0   4 8 < DL P X `     7rU  t$ `e$I`i$0 `m$`t( `x+(I`|+(0 ` ((` +( `+(I `R+(0  `+( ` #(  `+(I `S#<0 `!1+++++T`(A!1Qaq++++++++++( `+(I`+(0 `+(LVAL# `+( `+(I `+(0 `+$ `q$ ` I@ 4a@(8@0 <"!@8 D @@ L@L P@T X@\ `nrU  P y @P )A /i! 7q'g0   0   __SRP_12!:__SRP_13C ModProteccio0&__SRP_cJ 0 h  4 8 < @ D H  ` ` rU  \(hM0(QhQ00 ` U0//9@4I@$8Y@,<q@4@0 @<D@DHnx\XLVAL$ rU ~|      ("#I""#0 # $y a"i"!(h$ '`%p$ Hp ppH Qp[\tXd '`%t  t9 XD$h4f1*\R1*#e4$*\Rffff*4Z44f43ae6*\R0*#f*\R0*#14*\R1*#10*\R1*#dc*\R1*#e4*\R1*#31*\R1*#2c*\R1*#13*\R1*#242 "     $( @ P  X " ` h p )xM   *     ;( @ P  MX?x&@C :   ( (0HJ`   "   $w!xMEP @0 "  8:> P LLLa  :HP   X8~Z;OM$*LVAL% =h8+3qf \EKrS;xf \EKrS;8~Z;OM$ME(SS S 6"N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}pj <,@j PD<@j HD @ %,!h Li Ahh HP i ,`  T #i !0i  i  ` ` `  xP%j 4@j 8$@j (@4@b L@ (Ph` PhPx\X$ LD$*\Rffff*4[44f43ae6PC        ( 0 B 8@H"  P X`x*   (0 8 B  @ H LVAL& P X `p (       4 0P ` h px   <ITeC.Cell xmlns="ITeC" row="5" sheet="1" col="24"><ITeC.Value>No</ITeC.Value><ITeC.Comment><ITeC.Data>S</ITeC.Data><ITeC.Data>No</ITeC.Data></ITeC.Comment><ITeC.Id ITeC.DEF_ID="ANULAT_LABORATORI" ITeC.type="ANULAT_LABORATORI" xmlns=""/></ITeC.Cell>]  ] ] ] ] (] P]  'm0  'row$'col$'sheet$' ITeC.Tipus$' ITeC.DEF_ID$' ITeC.EditableF$FS ''d'km h]]  ' ="'        $$ $S  ja hem trobat l'atribut]8   ''     $"   $ '  ' 'zk xiphAttribute VB_Name = "Val or" Basp0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |Global!Spac False CreatablPre declaIdCExposeTemplat@eDeriv%C ustomiz E '<ITeC.Cell xm lns="" row="5" sheet="1" col="24"> ue>pNo</  &ommentD >S   ; &C R1DEF_ID="ANULAT_LABORATORI"  type 6"/>!;> Public Row As LongColAFullaNDlef (S ~HT0ipusA Edi Boolean" Dim m Tag0 *Property Get ()- =E pEnd  6FLDstr 0) AE#=  AK= Ate("9 ", 0@AOMHRB: H xPM B{  ""a #G0 If (`( E3AF")a! The@4a !&9= w !aTru & 94If-K5 5Function-1`! ?, var aultVariantCde:LlCounc^! 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B@(o  ]]0 B@  ! %LVAL*  B@0    Tenim una cel.la editable ! !S]P ! %*. S]p ! ! %<.    !B@Z !( !!(ntie  !!(ave 3lObjRange.MergeArea.PatternColorIndex = xlAutomatickk B@  !  B@xop ]](]H`]x](  !  %<. A@ %<. A@  Tenim una cel.la editable   !$$D OBSERVACIONSS ! ! %<. A@ ! ! %<. A@ko ]  !S !. ! ! S ( !' !''  !< !  '  (  %<( !@B@ !'  %<( (     $ (k kxop @]X  : $ !<  (olAttribute VB_Name = "ModProteccio" Public Sub Despdgeix(objWorkbook As ) Dim lObjValorB 6Sheet=s Active X.Un|ctFUEachdHIn " .s-  JNex*^ Endw~`s}t Structure:=False, Windows REDrawin"goect& , @ContenS cenarioK _ TA^j jm@ColTipuDij ' Ten@una cel.la editabl e IfG.E , A@o~.B <> "" ThenGG(& : B SA = ~ s("Fulla@0Not1Is h@_ ,E& *Range)9 3 O.C=A .Cell)Row,B"6.@5  .MergeArea.BorderArou @1xlFinuo us, xlT  orIndexAutomat ic Locked " B`!IVTr24Pattern@xlSolid'QG"If' kcp HTru_ bjb x.U LVAL+ '  CJc#Heightx\bCurr WcSil Sda\ RgWidth! 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Alignm9@op-| \Xtxpt )fP%f`%'@%p$ Hp ppH Qp[<t8M'h%'x%'%'%'%'%'%'%'%'%'%'%f@%fP%f`%'(%t 8 t9 8Ivxdk*bx Dkb\x <l\=/\\;PTx ,lTi`%pH p dlP=X)pP lXcZMTx lTi`%Hx $lHi@%pX p8Lp58?`%@%%La8ipp+p58&f`%La8ipp, p58@(`%La8ippa(PP,a)pP68(C`%La8ippa(PP,_)pP68( x9 d(fP%c`%'@%p$ Hp ppH Qp[$t J'h%'x%'%'%'%'%'%'%'%'%'%'%c@%cP%c`%'(%t 8 t9 \ H0 <8d$ LtXx \pP8(K\H Q\[X`T: 3(D%($ %\` \d\5 d 3(DLVAL, %($ %\` \d\5 d vr}5=  :D ]36AA %A %\` \d\6 d JA (DS%A %\` \d\6 d  s `9 T%@(XTd`p \<KH ah5hH ahix5h2xahddaTv"d6hTcD%x,xah$H ah (Dxah[5hrAh T5h sfD%x,8(D%xahddTCd6hT$xahddd5hxah8(D%xahddTCd6hTcD%x,4$$phTT x,6TD,x$dhTKe #t*#p #l*FX%h$ h8A4Sx2tplh6X8RH%x,0 x9 l|0x,tplhX8(WrU  , `i=I, `i=I, `__SRP_d#uH_VBA_PROJECTYR!dir{u__SRP_0liLVAL- =I, `0 =a(! `(nq 0* pH d VBAProject4@j = r LD J< r stdole>stdo le f%\*\G{00 020430-C 0046}#2.0#0#C:\WINNT\system32\c2.tlb#OLE Automation^DOffic DO >fic5 D R D2DF8D04C-5BFA-101B -BDE5 DAA B4 2DArchivos de programa\MicrosPoft 9\  &  ! 0 `9 R}    "   "!a: S~xght},objRange& yRange CellsActivate |( AliniaVerticalqp ( Protegeix GetRefIDM strValueKlPoslValRefValRight Str Sh_objSheetBValueK(ProcessingCellsi` FormulaR1C1SobjCell,strAux SpecialCellsxlCellTypeFormulas#FormulaqYWorksheet_Activate+Worksheet_ChangexSTargetF (EsEditable+ Erro` (EsNumerica7 IsNumeric$*Value2MsgBox R vbInformationn(EsFechaIsDate2Worksheet_SelectionChange4VisibleRowsUCount0vCommentHs FrmSeleccio[Data;ShowAcceptatt Seleccionat FilterData strTempM ListValors9 %ClearChrK~AddItem!  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UNE-EN ISO 1461t@ r@ 0400uuEd0*$ 0zG)@J89X2102J89X2102Gruix d'una pellcula de galvanitzat UNE-EN ISO 1461Espesor de una pelcula de galvanizado UNE-EN ISO 1461Y@ Z@ 0400uuEg0*$ GQ*@J0B1960CJ0B1960CDuresa Brinell UNE_EN_ISO 6506-1Dureza Brinell UNE_EN_ISO 6506-1c@ g@ 0210uuPtR0*$ E)\]@J0B16601J0B16601Resistncia a tracci (acer laminat) UNE 10025Resistencia a traccin (acero laminado) UNE 10025@ @ 0210uuP`0*$ Da@J0B1470AJ0B1470AFlexi per xoc (resilincia) UNE 7-475 (1)Flexin por choque (resiliencia) UNE 7-475 (1)Z@ e@ 0210uuP\0*$ 5Gz4D@J0B11P0NJ0B11P0NCaract. geomtriques perfil o planxa d'acer, DB SE ACaract. geomtricas perfil o plancha de acero, DB SE Ah@ j@ 0210uuPf0*$ Z\(7@J0B2G103J0B2G103Secci recta transversal equivalent UNE36068Seccin recta transversal equivalente UNE36068@ @ 0180uuP^0*$ W(\-@J0B28103J0B28103Doblegament-desdoblegament (acer armar) UNE EN ISO 15630Doblado-desdobaldo (acero armar) UNE EN ISO 15630s@ m@ 0180uuPj0*$  lWsDY* n ?  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??@NCpWX`Y0ZEP7E11CF1JZ11U110z?@?? ףp={@='NDNBDP0;<=P>E44151152J441U020KGz?@@??p= ף.@E44151152J441FF0NKGzyLVALE  > U V C!CT=Determinacin del efecto del calor y del aire de una muestra Determinacin del efecto del calor y del aire de una muestra de material bituminoso en pelcula fina, segn la norma NLT 185Determinacin de la consistencia por medio de flotador de una muestra de material bituminoso, segn la norma NLT 183Determinacin de la viscosidad Saybolt de una muestra de material bituminoso, segn la norma NLT 133Determinacin del contenido de asfaltenos precipitados con heptano normal de una muestra de material bituminoso, segn la norma NLT 131Determinacin de la viscosidad de una muestra de alquitrn, segn la norma NLT 187Ensayo de destilacin de una muestra de emulsin bituminosa aninica, segn la norma NLT 134Determinacin de la penetracin del residuo obtenido por destilacin de una muestra de material bituminoso, segn la norma NLT 124Determinacin del residuo por destilacin de una muestra de betn fluidificado, segn la norma NLT 134-85Determinacin del residuo por destilacin de una muestra de emulsin bituminosa, segn la norma NLT 139Determinacin de la carga elctrica de las partculas de una muestra de emulsin bituminosa, segn la norma NLT 194Determinacin del punto de fragilidad Fraass de una muestra de material bituminoso, segn la norma UNE EN 12593Determinacin del ndice de penetracin de una muestra de betn asfltico, segn la norma NLT 181Determinacin de la ductilidad sobre el residuo obtenido por destilacin de una muestra de material bituminoso, segn la norma NLT-126/84Determinacin de la ductilidad de una muestra de material bituminoso, segn la norma NLT 126Determinacin de la densidad relativa de una muestra de material bituminoso, segn la norma NLT 122Determinacin de la temperatura del punto de ablandamiento, anillo y bola sobre el residuo obtenido por destilacin de una muestra de material bituminoso, segn la norma NLT-125Determinacin de la temperatura del punto de reblandecimiento, anillo y bola de una muestra de material bituminoso, segn la norma UNE-EN 1427Determinacin de la penetracin con aguja de una muestra de material bituminoso, segn la norma UNE-EN 1426Determinacin del contenido de agua de una muestra de emulsin bituminosa, segn la norma NLT 137Determinacin del contenido de agua de una muestra de betn asfltico, segn la norma NLT 123Comprobacin geomtrica de mallas de cerramiento y proteccin, con determinacin del dimetro de los alambres y del paso de malla, segn la norma UNE_EN 10223Ensayo de traccin de alambres para mallas de cerramiento y proteccin, segn la norma UNE_EN 10-218-1Ensayo de despegue de los nudos de una probeta de malla electrosoldada para armar hormigones, segn la norma UNE EN ISO 15630-2Ensayos completos de una probeta de malla electrosoldada de dos calibres para armar hormigones, segn la norma UNE EN ISO 15630-2Placa radiogrfica tipo vacupac de alta sensibilidad de 10x40 cmPlaca radiogrfica tipo vacupac de alta sensibilidad de 10x24 cmJornada o fraccin de inspeccin visual de uniones soldadas en estructura metlica segn UNE EN 13018:2001/A1:2006 y UNE 14044:2002 y realizacin de ensayos de examen radiogrfico de las uniones soldadas segn UNE EN 1435:1998; UNE EN 1435/1M:2002 y UNE EN 1435:1998/A2:2006 para su aceptacin, segn UNE EN 12517-1:2006. (Placa radiogrfica a parte)Jornada o fraccin de inspeccin visual de uniones soldadas en estructura metlica segn UNE EN 13018:2001/A1:2006 y UNE 14044:2002 y realizacin de ensayos de examen por ultrasonidos segn UNE EN 1714:1998; UNE EN 1714/1M:2002 i UNE EN 1714:1998/A2:2006 para su aceptacin, segn UNE EN 1712:1998; UNE EN 1712/1M:2002 i UNE EN 1712:1998/A2:2006LVAL ]   X g X u6lA]iEmDeterminaci de l'estabilitat d'emmagatzematze d'una mostDeterminaci de l'estabilitat d'emmagatzematze d'una mostra de betum asfltic modificat, segons normes UNE-EN 13399Determinaci del residu per evaporaci d'una mostra d'emulsi bituminosa, segons la norma NLT 147Determinaci del contingut de parafines d'una mostra de betum asfltic, segons la norma UNE_EN 12606-1 i 12606-2Assaig de tamisatge d'una mostra d'emulsi bituminosa, segons la norma NLT 142Determinaci de la viscositat Saybolt d'una mostra d'emulsi bituminosa, segons la norma NLT 138Determinaci de l'efecte de la calor i de l'aire d'una mostra de material bitumins en pel.lcula fina, segons la norma NLT 185Determinaci de la consistncia per mitj de flotador d'una mostra de material bitumins, segons la norma NLT 183Determinaci de la viscositat Saybolt d'una mostra de material bitumins, segons la norma NLT 133Determinaci del contingut d'asfaltens precipitats amb hept normal d'una mostra de material bitumins, segons la norma NLT 131Determinaci de la viscositat d'una mostra de quitr, segons la norma NLT 187Assaig de destil.laci d'una mostra d'emulsi bituminosa aninica, segons la norma NLT 134Determinaci de la penetraci del residu obtingut per destil.laci d'una mostra de material bitumins, segons la norma NLT 124Determinaci del residu per destil.laci d'una mostra de betum fluidificat, segons la norma NLT 134Determinaci del residu per destil.laci d'una mostra d'emulsi bituminosa, segons la norma NLT 139Determinaci de la crrega elctrica de les partcules d'una mostra d'emulsi bituminosa, segons la norma NLT 194Determinaci del punt de fragilitat Fraass d'una mostra de material bitumins, segons la norma UNE EN 12593Determinaci de l'ndex de penetraci d'una mostra de betum asfltic, segons la norma NLT 181Determinaci de la ductilitat sobre el residu obtingut per destil.laci d'una mostra de material bitumins, segons la norma NLT-126/84Determinaci de la ductilitat d'una mostra de material bitumins, segons la norma NLT 126Determinaci de la densitat relativa d'una mostra de material bitumins, segons la norma NLT 122Determinaci de la temperatura del punt de reblaniment, anella i bola sobre el residu obtingut per destil.laci d'una mostra de material bitumins, segons la norma NLT-125Determinaci de la temperatura del punt de reblaniment, anella i bola d'una mostra de material bitumins, segons la norma UNE-EN 1427Determinaci de la penetraci amb agulla d'una mostra de material bitumins, segons la norma UNE-EN 1426Determinaci del contingut d'aigua d'una mostra d'emulsi bituminosa, segons la norma NLT 137Determinaci del contingut d'aigua d'una mostra de betum asfltic, segons la norma NLT 123Comprovaci geomtrica de malles de tancament i protecci, amb determinaci del dimetre dels filferros i del pas de malla, segons la norma UNE_EN 10223Assaig de tracci de filferros per a malles de tancament i protecci, segons la norma UNE_EN 10-218-1Assaig de desenganxament dels nusos d'una proveta de malla electrosoldada per a armar formigons, segons la norma UNE EN ISO 15630-2Assaigs complets d'una proveta de malla electrosoldada de dos calibres per a armar formigons, segons la norma UNE EN ISO 15630-2Placa radiogrfica tipus vacupac d'alta sensibilitat de 10x40 cmPlaca radiogrfica tipus vacupac d'alta sensibilitat de 10x24 cmJornada o fracci d'inspecci visual d'unions soldades en estructura metllica segons UNE EN 13018:2001/A1:2006 i UNE 14044:2002 i realitzaci d'assaigs d'examen radiogrfic de les unions soldades segons UNE EN 1435:1998; UNE EN 1435/1M:2002 i UNE EN 1435:1998/A2:2006 per a la seva acceptaci, segons UNE EN 12517-1:2006. 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8@! 6ME4 [LSS 8:>"La a"a <8<<<N0{00020820-0000-0000-C000-000000000046} h@` H  j`k L:: )l   %  `(oP@ )l   %  ^xt( % X0%@% 2%H   lx  %8x X`@p @n @\ @L @HO x  @`8 @( p0xhP  lxH  %0nrt2<zx|@h @X @8H @D @4 @$ @  @ @P @ `~00x@TH`)MD*\R1*#1c8$*\RffffLVAL} *5<44f43aea*\R1*#d7$*\Rffff*5844f43aea$*\Rffff*5?44f43aea$*\Rffff*5=44f43aea*\R0*#13*\R0*#1*\R0*#144\ "   "   (8@ X h . *   :  (6+@ x  4+      8(` :x  8+   4+  Xhpx       "     . 5 (  !8 HX  h p x    &((o` @ l$nSpF l!V: G|j l$rS Target.form 'If TypeName(Target.Value) = "Date" Then0 $ Target.NumberFormat = "#,###.##"x End If. l!v$tS 2%<S idioma catalaA@@(El valor de la cel.la ha d'esser numric zA@x lB@H'D'ldh idioma castella%El valor intrducido debe ser numrico zA@xJ lB@H'D'lkkd l$|S1Target.NumberFormat = "d ""de"" mmmm ""de"" yyyy" l!V$~SLVAL~  2%<S idioma catala)El valor de la cel.la ha d'esser una data zA@x lB@H'ld idioma castella&El valor intrducido debe ser una fecha zA@x lB@H'lkk dx Es alfanumerica. tot 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T%<(.  T%< (x  !- !- ! B@  T,< & ! 0 `pR} S  "   "!a: ~xLVAL   & ! 0 `9 R}    "   "!a: Sx  'i ](]@]`] 5 ara guardem aquelles cel.les que no estiguin ocultes'   ! %. ! % . !S !  %,<  'ko ]'r. !!- !- !$. S !NS'rzPkHk@i8 (]' ]w_ LP m0(@ v &"L` eSu: SEx!:l'PP.C ?W ! x'PP.C ?W ! P m0(@ v MEPSPSSS0:1 1 6"a0{C98A2904-CC15-442F-BBC8-52D74368EAE5}{D49642C4-F130-45CD-92BC-D1DE447DF1BE}LVAL @j  <@%%%0  `&& `  %` Z (` , )  % h`  2  `  > ) % `  K  ` PV )px %i  % %j  4  @* R8S0@h( P( `8(P P H)MD*\R1*#1c8*\R4*#e*\R4*#d$*\Rffff*5?44f43aea@DY    "   ( 0  8H (h    $      08 @X ` h "  p x  "      LVAL  "          ( " 08@ H  P "  X `p] ]  ]  P]]H B@al!V Z R!!d R!!d Z$ $SS   B@~) ' dP   R!!d Z$' ##.#k   S   B@~k ! S RS R'd %'kko A@ox ( !S 'R'k@ A@ro( h  SA@k S A@rko ' 'A@ o orAttribute VB_Name = "FrmSeleccio" Bas0{C98A2904-CC15-442F-BBC8-52D74368EAE5}{D49642C4-F130-45CD-92BC-D1DE447D F1BE} dGlobalSpa coFalse `CreatablPredeclaIdTru BExpose0Templat@eDeriv C ustomiz9 D Public Acceptat As Boolean D _ pRangM n& Sng PDH Sub @Filter!( ) Dim xstr\+ i Integer On Error ResBu NextListValorXs.C0F iU1 To Len(".Comment.T%AIf Mid , i, 1)Chr(10) TheI $E$AddIte> EC@@"!EEB E7 E&a*GEnd IfC! P<& <> ""6 ?3C  Co unt > 0R f @! 0!//%`! .A(0D>! # ! XVaZG _DblC!`hk(ByO C ancelaXMS Oms.RetuRrnjMElePhi `IAja'("Index*-V9 Uc9 .= GG =  AIUnload M j %Key ~ss %AsciB~% %!  = 13RH~E)Ia 27 ! 6User=_Activ xE3{*D 'OB&#Downa+CodeP*, UShif- . !!- !- !$. S !AS'LVAL zkki  ]'|`. !!- !- !$. S !DS'|zkki 8]'n. !!- !- !$. S ! !S'nz kkiAttribute VB_Name = "ModCeldas" Public mObjColTipus As ,lectionDFun CarregaInfo(objSheetfWorks) Dim lCounLongqValor: SR  = Ne}w  `\= 36@While  .ls(, 200) <> "{6l G5! I.Tag1! +0 `.Add  ",.Full a & "-" 4 Row0"!t/t/a=c+ B1Wend ` End & z~Sub FilterHide sA~|bookAp~|Sh& R RbRangefHh' ara guardem aquelles` cel. no estig uin ocu2.sCM FEachi In`IAX 6=ED. |JA IC= h@ Sh. Y!   CAIf Not (. gden TheAe E 1)db+A]g ! x$H!GIfNextcI@GEsNumeripca(pau&>)!Boolea?C eC?G sFalseCOn Err9Res ?0 a!E6B ~ot|hie c, z.+ X.Index9 v. yumnG:9 Is;l97AB.|N"0>`"Trud"aExit}& 8 : EsAlfan+?:H?*: }:e:": 6:ol:s:!:A: #?;x'_x:EsFecho:eo:| o:0~ct ?:?:ll?:[P"=:Z?:t?:j?: PdQXdW?:?: ?:0:D o:o :A6PH:Editable /W/WP :` /W d/Wc/WH/W FApRRXX@rq;8 X @ H @P D @h @ @ < @ , @ ( @$ @  @ @  (6"0LVAL xME< 8 0 "0 8:> PPPLLLLLL<0 %% 0`@k` R)U %` h  d% 4`k )   %` x  tX%  px%  l%+r(` (R) %   %+`h 9R) %  %+|8` KR) %  0%+n`ox ^R)  %  xt% @ 8(` 8@0l @` @PP @h@ @ 0 @ @ @ @ @( @ @p @@LVAL  @X @ @ @ @ @ @ @`( p@@hO  @d @` @(P %@L @< @X, @ @ @ @ @ %    `nz   @ d @` @\ @8 X @ H @P D @h @ @ < @ , @ ( @$ @  @ @  8 )MD*\R0*#1c*\R1*#2ab*\R1*#2ad*\R1*#1c8$*\Rffff*5=44f43aea$*\Rffff*5>44f43aea*\R1*#e4*\R1*#f1*\R0*#1b*\R1*#e4*\R0*#1b*\R1*#f1*\R1*#dc*\R1*#e4*\R0*#1bx B      098  X>h: / " LVAL      <(  hp ; :   $P   B     (0 <8 x  rU ~|  y I  a !t  qh9lhiP%(0%`H `:]@`5n d>lhiP%(0%`H ``d P/`5 d ,d $d ''l#*#l#*#*#l#*Fld``MP @_ l`=d2 `6/lhiP%(0%:%`H ``lhqh"  t,ld4 `p qx lh;Ldl ,ldiP%`H ` dlL=t)`L:dl ldiP%`t `, p`5,pa, 5, Px @(%l L>F,%L(P%`H ` dLS )`L5,lxqx l9 h 4htpl `L,0   0 (  0   `pzK c=t"!\ H ad\`` @l\#X*#DH aH"#@*#<*#(H a,"#$*F_ t2 XD@<($`6 dH, ltc*t DkXt <lX=/Xpz|(t< XD@<($`dH,RrU LVAL  ,`)=I,`=,`I=,`I=,!`I=,I`I=nModGrafica ]>__SRP_6 h__SRP_7!~Punt # P  )MD*\R1*#1c8$*\Rffff*5944f43aea*\R1*#2ab$*\Rffff*5844f43aea*\R0*#15*\R1*#2ac*\R1*#e8*\R1*#d7*\R1*#e4*\R0*#f*\R0*#106    B  ( 0 H  X h B  p x      B      B   ,0`hp  x d@jf2gLVAL  x `ME4 8: "<(<40 >  LLL<8<<<<ITeC.Id %@Pl +` p R) %) % %+`  R)@H %)h % %+@`  R) %) % 8%+`  &R) %) %  ` 3 ) 08 %) X % x% 0` H )  %)  % (%+` p^R)8 %i$ ` Z+p` mR)808 %i$ ` Z "8` { ) %) LVAL %  &%` Z @ ` x } ) %) %) %  ^%` .` 0  @ `   ) %)  %  &%  6%` Z` 8 ( `   ) %)  %  &%  6 %` Z . `@kh  );  %+@ `  R)8 %  ^ %+D ` X R)Fx %)H %)J %  ^ %` L` N9 P `x Dk` RI.  +T` R)F %)H  %)J0 %  ^P %` L` N X @H008@@p(    @` P LVAL 8(R@h\ @L @D h P8(: P<@hl @\ @X @`H @8 @x( @& @Z @8 P@ 8@ @ @ @ @ @ @ @  @8p @P` @hP @@ 8h0 "        ( 8 H X "  `  hp       (8 HB  P  X ` p4      B  (  08 @4`    "       0 H ` p LVAL  "         P  >`    "        8 P  p   $  "   ( 0 8  @ ` x      ( 0 8 " @ 8H 5 /     ,U  4w $B0 H +      B     "  8 H P X B  ` h p x    "   , <  H `P       B0   ,  B    ( 0 8 @  H "X   ,         LVAL (]  ]<ITeC.Id  0]   A@ B@ !'i ]p   A@ B@ !'i@ ]    A@ B@ !'i @  $S  $  $'d'ki  ]` !! S|PkH $ ( $ ( ! !  ( !<B@a  A@ B@ B@  A@o  ] !! S|pkh $ ( $ ( ! !  ( !<B@a  A@ B@ B@  A@   A@"o 0]?B' Z 8! !  Z $ 8%<$t Z $ 8%<S  Z $ 8%< S Z $ 8%<'kk Zi ]X' Z 8! !  Z $ 8%<$t Z $ 8%<S  Z $ 8%< S Z $ 8%<'k(k  Zi p]]  Z ! !  !*!  ZS Z !*%,.& &S &!. Z ,< &!0 Z ,<kHk@8o0 8] /2 ^  ]]( ^$t ^! !  ^! !  %<$tS ^! !  ^! !  %<'. ^'0 .S . 0 !2B@k(k o @]]]]( 8 !2!  8 !2%,.6 Z ! !  !*!  ZS Z !*%,.& &S &!. 6!.S LVAL 6!0 Z ,<ykkko @]]] Z ! !  !*!  ZS Z !*%,.& Z !2%,.6 & 6S &!. Z ,< &!0 Z ,< 6!0 Z ,<kko ( 1 si la fulla ja esta tractada amaguem les cel.lesG1$:!V1S% ! : G|j :B@> Z R Z :%< $ : Gyj Z :%< Z :%< S Z$P: Z Z :%<   :% B@HR <!>(Selection.RowHeight = 0.1k8 Zk o  ] '@ ^ 8 ^$t ^!V$BS8 @ '@ki  ] ] ] 'L'N ^ J ^$t ^!V$BS L F!VS& Aquest es l'element que estem buscant H%<$P N  H%<$P 'Dk YobjColGranulo.Add objRangeX.Offset(LngCount, 0), objRangeY.Offset(LngCount, 0), LngValors L 'Lk8 N 'N i  .$R$@$R'Pi  ]8 ]X ]p 'L'N ^ J ^$t ^!V$BS L F!VS& Aquest es l'element que estem buscant N  J%<'Tk L 'Lk N 'NiAttribute VB_Name = "ModGrafica" Public ProcessingCells As Boolean Const ITE C_TAG <I@TeC.Id Functio n CoeientA(objRangeMostra1Q, J2) DoeEt Dim.e@gresio New R $ Estableixt : ;1}C!N ..Calcula p  End & aRBRWD Q[DBLDbA@MDR9 CD9  9 BG9 CFcFF9 XMaximQuadratgG#Ifta) <> 0 The` a--n[ / (2 *#?g! 2)) Yls: XLVAL 0pIfcsP Sub @Lineall,  " ResultatF P`0 % .Columnsunt.3.c Exit #Ak BH3R, 1d0 *in= M?io.NumPs  G6.Row- 1EA.Cr4"?E! 9Gen0erar"`ialc&# ?L2JwKgeKs OK0=%%F4%%{.R%(%a%e#% bQFR% & JI 0 "!%cS6%% $ L({ ! "(nF5"!<'n@GLxong Li1IntegeP:;" 9 SFor i01 To?" Q @S1 *IsericF.(i, )@ \xqbia  >Smc SO  WNext ieAuQ~qg qe9 p_`__ _l>s&_Q S <_| cPR=_S_d 3_riva3 /`raTOB=[31$q<q! 5!" PUz1+ u2t& >=`9o/Set #Item(ihNoIhothO g @ A=V 6&1)38A .XxxA (2"!y: x!: !1T/! cU9 d"!& Sd.= qs#Each Cell In objRangeMostra1  HDim X As Doub4le `y0DIf (IsNumePric(C)` And 2 .#s,.Row - + 1,/.Column),))) pThen~u9 X =R5G =y=f X <> 0^`egresio..Add X, y $Ef! Next  ASub Private  Esta ~ixResultatAgRA csE BA)+ ,Punt$1iInteger jJ For j@T1 ToBtLHCo %GSet %D!C Item(j5AKi0 ?CAs@FGAz0 sCalculat >= i-w  ,i, No s hingt a!q!,.Xa-@ti a**!fs(i,x 3)C ,`Exit `5siclhamci!'hk2kasNLineal_l_l LAca _lL@JlwZZG*YpLY.rY^w`t`H$ IsSdg  AaW1W.X?D@^2)]xe!3 ~.m-- ciBcbHidep{s`(shFu %WorksheetG' si la fa ja ePf Pctada amaguem les cxel.psf("G1").Valuep?"1"$QApplication.VisilFalse" @ro .Actp! 0x500  Left1), Len(ITE C_TAG0 = x   O$0r" "q ?1$Str(i) & ":"aPi + `1 ).Selec@& cWsEnti`r ".#denPTru(E'7P@Height0~.-+a* i O+c Fun0on %orb&T `s LongRRAFV1 ##Each& ? bTr\im!a3/)1"I/0 g)Y=%=vGranulomet Xj1yPos27Yvrs djrC LVAL Lng3!A : g= ; Y#ll  10! <N q' AquT PT l'7me aU`Tbuscan8 : +Log10XK1Jf-0s( %,~ E2 1i&5'iBjX.O ffset , 0RY ;f #_0 $=~ c2Q D2StpfEXT3 (X) /(10#0 P77NY7@7ge7ge0*sC Double  Dim objCell As RangldLngValorslLong4Count 2>l= 0$\"For Eadch`In Y" If IsN umeric() And Trim.ue) <> "" ThenAE9  )W<=;Pos$ "' Aquest es l'epleme tem busca nt 6Gran@ulomet bY ! 8Y.s(G" + 1, 1)e !E vIf9 `= !   c 1 Nex. Functio@R}rU ~| 9)Q )  y Q q0 0 0  0   0   0 @  0   0   0 0  0   0 p  0 8  0 @  0 @  5X'\%:l%$ Xa8:H]3X58,& X$ X hk&Xf H ((H(\LVAL hP @(\%XH X89 J8( (:]3X68(w @(\%XH X8(]/( @(%H (]p 'p)X68 0 8 8:l ( @(H%XH X (Sp`%H @x )X6 8 (`@+cl%X $ XW8 CX58 ~`<04 X8( p`P@0   0   h4,$@ tD\B9 oDkLl"  84(l 0       rU   8`Iq ==8`Iq ==8`Iq ==8`Iq ==8!`"!==8I`"!==4q` =(4"!` =(8`)3 =D ` )Iq3 ==8 `)3 =89 `)3 =,a `i=I,0  `=D`  ===(LVAL `/D`  ===n|@k La}LS9 hNN*=h8+3qN: \{xN: \{a}LS9 hNNME(SS S 6"N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}` % X0%j .4@j 0<$@ `00P,)MD$*\Rffff*5;44f43aeaD   ] `] hAttribute VB_Name = "Punt" Basl0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |GlobalSpac False CreatablPredeclaIdCExposeTemplate Deriv%Cu@stomiz EPublic X As Do_ y0 rU  __SRP_10__SRP_11 Punts u__SRP_aLVAL  1@DIiq /i!  4 <JrU  P@ 4@$ <nrU   @8IiqI 0   W  e@N"AU.M: `-CE   ,  nd If9$'dNlv9el{A P V2J=Qothing]E& |APCP@Rerty GaItem(vntIndex {VSRnt{@\usaAZ h r ref^ cielemento de nlAAG' !Xi& @X ndisBoblave,$%por lo& ?sr mo dS yntax: A$Hfoo@:x.Bx0yz) 5)Aa>)#*O'C,Fk`*Co"!(9'Lo1 'obwnmerB&M'sco(. Siais: @Debug.@~nt x. Bd@Sub Remove@dquitab~x=&Jya=, :$S;!x~.:#2A-u# N a!#a Enumc7IUnknow ' @ permieerarD6 a[sD For ...EachN 6[_]+N7Cs_Initialize(bX BiG cuando9 b  %a& _@j+& gT n! FtruyK t#k`%L#  Z%,!,h Pp  i\ x '%) !%,! h $$i ^`` @( + i\  ,!`h   W   0   0   0   0   0 `  0  ( 0   LVAL 88(D8__SRP_bRegresio5__SRP_8 __SRP_9rU  D< `++3 0A h !/3 ( h%(( `)/, h-<1$A `0 $ `4n " rU   F      ( 0 8" @ H P " X ` h " p x         $   &8M['y @/B }*=h8+3q/ISBE Q&tx/ISBE Q&t/B }ME PSS S 0 LVAL "(0 b6"<N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}% %,` `i. i0 B@iX @%) %  Z%,!,h Pp  i\ x '%) !%,! h $$i ^`` @( + i\  ,!`h ,6%) % f` 0= h` 4 C  xP%" W4@`   P PD8 )MD*\R0*#1c$*\Rffff*5;44f43aea*\R2*#3$*\Rffff*5:44f43aea8L , 0 B  8 @ ` h >x    @P X B  ` >h @ , :Xh B p 4x .  "  LVAL  2 >8 x   B  & 00@ " H 0P  "  6 &variable local para contener coleccin]@   crear un nuevo objeto].Z7establecer las propiedades que se transfieren al mtodo . Z(.% 0 Z(0 XS Z VB@d Z X VB@kdevolver el objeto creado Z.X.Zi 8se usa al hacer referencia a un elemento de la coleccin:vntIndexKey contiene el ndice o la clave de la coleccin,%por lo que se declara como un Variant4Syntax: Set foo = x.Item(xyz) or Set foo = x.Item(5) \$V.,m .se usa al obtener el nmero de elementos de la(coleccin. Sintaxis: Debug.Print x.Count V! ' m ,se usa al quitar un elemento de la coleccin8vntIndexKey contiene el ndice o la clave, por lo que sedeclara como un VariantSintaxis: x.Remove(xyz) \ VB@^o0 `esta propiedad permite enumerar)esta coleccin con la sintaxis For...Each V! d.`m )crea la coleccin cuando se crea la clase .Voh 0destruye la coleccin cuando se termina la clase.VoDAttribute VB_Name = "Pun ts" Basp0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |Global!Spac False CreatablPre declaIdCExposeTemplat@eDeriv%C ustomiz E 'vari local para contenerlecci0n P - 1 m Col As 1 tio ublic Func Add(X Do e, y ROp 6sKe bS ng) $ 'c Sr un nuevo objeto DimNewM8emb T H! SeRtK= @ LVAL S@ es ec@las propiedades que transfieren @+mtod #i.X mX&yyIf Len(<)@0 Th (0 H  Php  x       "   (08@H P h p x       t8$- pSLI`"E .=g*=h8+3qOLYg4RxOLYg4RSLI`"E .=gME PSS S "4 <(6"<<N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}%p %j h D8@j  PL@ %j `\@h  Z ` d   P` h  ` l(( ` Z` .` 0 &% l8` t> ,z` xx Ui ,|` | `i ,rX` 8 liLVAL ,t`   oi ,v`  zi ,xx ` XR  i ,  `  i ,p8 `    i  , ` x i ,n `  S i  ,~` 8i X i x i ia i ,`X`  i 8 i X iSx i ia i~ i i i8 i , `  i  &%,X `   i  &P %,} `   i  & %, X `   i  &P %,  `   i  & %, X `   i  &LVAL P %,R `  i  & %  ` p ` Z` .` 0 &x % j` 2    %* 2 4@j @ 8(@j  <0@* *HL@ @j XT@8@ XXX X    h P xH 8 X  P  t<2 )MD$*\Rffff*5:44f43aea$*\Rffff*5944f43aeah B        (B 0 8  @ ` hx   B  B   4   B    4( ` hx B   4   B  B (  0 @H PX`BLVAL  h.pB      B    B   n   B      B     8 Pp xB     & B    00Hx   B     B     ( @ ` h B p x    &   "       ( 0  H  `  x              " ( 0 H P X ` h       LVAL ]  ]  ] @ ]  ] h ] H]  ]  A@jo( A@lo P]]]] .* n pSo Z  Z      Z '. nS  . .  .  '0ded  .  '0Z.k . 0 *B@d Es un punt un el Z r cin Z 2%,.&ntie &!. &!0 *B@ la coko  nSRegrasio quadratica t' v' x'd pS  Regresio Linial' z' |'dx  No es pot calcular'''k8k0o( 8 pS      r$~ 'zd'zki  pS      $~ '|d'|k ix  2! 'riX X nS R }          r$` 'td'tki  nS   R  }       r$` 'vd'vk ix  nS   } R }       $` 'xd('xki x      r$~' i  S'pd'pki 8   }  }       r$` 'iX  S'nd0'nk i    a    '~i    a  S     ~  S a        ~  '`ih X]'  Z r Z 2%,.&   &!. ' i ]8 ' Z r Z 2%,.&  &!. &!. 'i  X ] '} Z r Z 2%,.& } &!. &!. &!. '}LVAL i  ]8 '  Z r  Z 2%,.&   &!. &!. &!. &!. '  ix X ] '  Z r  Z 2%,.&   &!0 ' i  ]8 '  Z r Z 2%,.&  &!0 &!. ' i X ] 'R Z r Z Z 2%,.& R &!0 &!. &!. 'Ri  ] ]0 ]H ]` .* pS Z r z Z 2%,!.'.  .  '0 . 0 *B@hd` Es un punt Z r  Z 2%,.& &!. &!0 *B@rXko  pS Regresio Linial z' |''d No es pot calcular'''kXoPHjAttribute VB_Name = "Regresio"  Bas|0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |GlobalSpacA False dC reatablPredeclaIdCExposeTemplateDeriv Customiz E Public Mostra As Punts Num! Longinim Do z$ax CalcuS1 % ;R#b-Bc Sub  -Lineal()  ResoldreEqu0acio End  D.H[GeneraVr 7! DCiA.IntegerA.X3A,yobjANewh& " SetAt&  qAIf EsQ@uadrat zOr C Then  For i@0 To  EWAX M & + ((M - B) / ) * i*' UEy aXb+ bcKEsI xa!  DIfgeZ.Add X, yNextk''0 un pm& /1/D3_a'=EB=dw.Item(i_!eJD.@EN ad>if``}Ah l!_c:(OV)HN'a tTaa:$UWAbBcC9 2cCb  9 @C ialg 0K( AH? +a' No es pot cd`a&LaH0 =eP>Function9 A() C@+|EsC,?G$<A 6Determinant2(Sx`y, Sx`n0 cG #;-1d=S& PikBB2m `v s n~Q np .CoJ;!c)7;? 2f"_0d X 3@"2R3G # ?0o/Q& 2Fo$LVAL /o`/c$!4 Sx!?t ? =laCO"9 ;g M"CO"3"raRyR7&  "y""FivzM.AS Sn0:5ZBoolea`'S)= g" _= R cSTruPBtY? Sb V!! w!o~O}x ntY /1 _0YI9 & ` H2(x1}P, x2yy? Y@ p* -1Py11" 3 As Double,@ x3 AsyZ1 h2 4 z Rz RzR)  Determinant3 = x1 * y27+Ty31 -,,3 ,2mEnd F unction Private Sx(Pim objPunt^\Sx Z0 For i1 xTo 1o Set$= Mostra.Itemx(i)*-+ & .XNextfe2e2?33Sx2 3pDU6~36A iiS 69494p%8 Vx SXx" woy goSy1o& xso  @ Gy ns SxC #7 ?4#4`q2x`0  ``y`y_CBic Sub G@enerarAMs Lineal(#D@iIntegerX! y 7NewA Calcul,at@\Es If E TheNG+!aX W%X1aXb .Add X<, 2 S2 El,seg ' uxn ptW_ 1 > !sS * . . SQ If p!R"a"ResoldreEquacio "A()' Reg@resio ial#a SAbBcm' No e s pot c% +dI *a1!@hIiq +/M0 9W  'a_x _x_x_x_x _ x  0   0   0 P  0   0 8  0   0   0 LVAL X  0   0   0 x  0   0 8  0   0   0 ,  0 X  0   0 X   0   0 X   0   0 X   0   0   4 8 < DL P X `           !#$%&'(*+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSUVWXY[\]^_`abcdefghijkmnopqrstuvwxyz{|}~ 7rU  t$ `e$I`i$0 `m$`tLVAL ( `x+(I`|+(0 ` ((` +( `+(I `R+(0  `+( ` #(  `+(I `S#<0 `Yiy0 +++++T`(Yi"!y0 ++++++++++( `+(I`+(0 `+(`+( `+(I `+(0 `+$ `q$ ` 0 @ 4@(8@0 <@8 D @@ L)@L P9@T XI@\ `nrU  y@PIiq /i! 7q'g0   0   0 h  Valor %6__SRP_12__SRP_13LVAL  " ModProteccio& 4 8 < @ D H j <,@rU  \(hM0(QhQ00 ` U 0//Q@4a@$8q@,<0 @4@@<D@DHn !.i  rU ~| Q ) ay  )!!1"I! !!""q !Iq'h$ '`%p$ Hp ppH Qp[\tXd '`%t  t9 XD$h4\Xtxpt )fP%f`%'@%f1*\R1*#e4$*\Rffff*5=44f43aea*\R0*#f*\R0*#14*\R1*#10*\R1*#dc*\R1*#e4*\R1*#31*\R1*#2c*\R1*#13*\R1*#242 "     $( @ P  X " ` h p )xM   *     ;( @ P  MX?x&@C :  LVAL  ( (0HJ`   "        )'$ !"#%&(8;+,-./1234567*9:<>=?@A$w!xMEP @0 "  8:> P LLLa  :HP r XLB yK`~*=h8+3q+66nMO[`sx+66nMO[`sLB yK`~ME(SS S 6"N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}pj <,@j PD<@j HD @ %,!h LiLVAL Ahh HP i ,`  T #i !.i  i  ` ` `  xP%j 4@j 8$@j (@4@b L@ (Ph` PhPx\X$ )MD$*\Rffff*5>44f43aeaPC        ( 0 B 8@H"  P X`x*   (0 8 B  @ H P X `p (       4 0P ` h px   <ITeC.Cell xmlns="ITeC" row="5" sheet="1" col="24"><ITeC.Value>No</ITeC.Value><ITeC.Comment><ITeC.Data>S</ITeC.Data><ITeC.Data>No</ITeC.Data></ITeC.Comment><ITeC.Id ITeC.DEF_ID="ANULAT_LABORATORI" ITeC.type="ANULAT_LABORATORI" xmlns=""/></ITeC.Cell>]  ] ] ] ] (] P]  'm0 LVAL 'row$'col$'sheet$' ITeC.Tipus$' ITeC.DEF_ID$' ITeC.EditableF$FS'd'km h]]  ' ="'       $$ $S  ja hem trobat l'atribut]8   ''     $"   $ '  ' 'zk xiphAttribute VB_Name = "Val or" Basp0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |Global!Spac False CreatablPre declaIdCExposeTemplat@eDeriv%C ustomiz E '<ITeC.Cell xm lns="" row="5" sheet="1" col="24"> ue>pNo</  &ommentD >S   ; &C R1DEF_ID="ANULAT_LABORATORI"  type 6"/>!;> Public Row As LongColAFullaNDlef (S ~HT0ipusA Edi Boolean" Dim m Tag0 *Property Get ()- =E pEnd  6FLDstr 0) AE#=  AK= Ate("9 ", 0@AOMHRB: H xPM B{  ""a #G0 If (`( E3AF")a! The@4a !&9= w !aTru & 94If-K5 5Function-1`! ?, var aultVariantCde:LlCounc^! Buscar' )&`#G0 gF& "=""C For = 1 To Len($M) - O ; A6UC(Mid%, ,n)7! +9a ' ja hem trt l'aZ&`sResD, i}ek+Nil @ %QWhi`( <{ H&1= }" <> /%em++ 01q E=>+ 1 Wxend+LMExit EdGW5aNextP 03LP<T<X<\<`<d<h<l<p<t<x<|< $`Xk@LVAL  ) ` %  x %  @t% B` k,, )  %  x(%  tH%  Xh%  L % 6`Xo##: )  %` x` t  p@ %` l` h  d %  `% @`o] )   %  x8 % @` o  { i    x %@%h@p @` @ \ 8@XO H  Hx`(`(@\ @8X P @TO 8 @xD @4 @$ @ @0 B@ @_ x@H @` @ 8  P8  LVAL ( @hh ol@d Ar@ T pr@D ro@p 4 l @$ mo@ nN@ vo@ am@8 t P  l S@_ on` 8 v988 C:\@ e @ icft Visa@ om p ` x @ t .C@ p BE@l .W WSHPRC@h IT@ X P@ H DE@0 8 6 @H ( Mo@ pi@  in ` lP@O EV  PR@ VI 020p0P (  x  ~1J@p IG@ ` P=@ P 1\@@ @ FI@ < SE0 OMA@8O cax RDO@X ( US@p  ut@  IL@ en@ ti@ W@ or@ C=@ :\@0 @H @`x @h  @hdO X @b @\ @T @P @H @@8 @( @$ h@ O !0@LVAL )MD*\R1*#2ad*\R1*#1c8$*\Rffff*5744f43aea$*\Rffff*5>44f43aea*\R1*#2ab*\R1*#f1*\R1*#2ac*\R1*#e8*\R1*#        3   3 0 @`  (5p  A  &J      "   ( 0  8H 2X p          8 $  8( @ (4Px  "   &e     ]h] B@  !  B@(o  ]]0 B@  ! % B@0    Tenim una cel.la editable ! !S]P ! %*. S]p ! ! %<.    !B@Z !( !!(  !!(3lObjRange.MergeArea.PatternColorIndex = xlAutomatickk B@  !  B@xop ]](]H`]x](  !  %<. A@ %<. A@  Tenim una cel.la editaLVAL ble   !$$B OBSERVACIONSS ! ! %<. A@ ! ! %<. A@ko ]  !S !. ! ! S ( !' !''  !< !  '  (  %<( !>B@ !'  %<( (     $ (k kxop @]X  : $ !<  (olAttribute VB_Name = "ModProteccio" Public Sub Despdgeix(objWorkbook As ) Dim lObjValorB 6Sheet=s Active X.Un|ctFUEachdHIn " .s-  JNex*^ Endw~`s}t Structure:=False, Windows REDrawin"goect& , @ContenS cenarioK _ TA^j jm@ColTipuDij ' Ten@una cel.la editabl e IfG.E , A@o~.B <> "" ThenGG(& : B SA = ~ s("Fulla@0Not1Is h@_ ,E& *Range)9 3 O.C=A .Cell)Row,B"6.@5  .MergeArea.BorderArou @1xlFinuo us, xlT  orIndexAutomat ic Locked " B`!IVTr24Pattern@xlSolid'QG"If' kcp HTru_ bjb x.U '  CJc#Heightx\bCurr WcSil Sda\ RgWidth! 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xmlns="" ITeC.type="ASSAIG_ESTATIC" ITeC.SIS_ID="2" ITeC.ASS_REF=" 673"/></ITeC.Cell><ITeC.Cell row="45" col="3" sheet="1"><ITeC.Id xmlns="" ITeC.type="SERIE_ASSAIG" ITeC.SIS_ID="2" ITeC.ASS_REF=" 674"/></ITeC.Cell><ITeC.Cell row="46" col="3" sheet="1"><ITeC.Id xmlns="" ITeC.type="ASSAIG_ESTATIC" ITeC.SIS_ID="2" ITeC.ASS_REF=" 674"/></ITeC.Cell><ITeC.Cell row="46" col="18" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT" ITeC.ASS_REF="674" ITeC.SIS_ID="1" ITeC.PRR_ID="DIFILF" ITeC.Tipus="A" ITeC.Editable="T"/></ITeC.Cell><ITeC.Cell row="46" col="21" sheet="1"><ITeC.Id xmlns="" ITeC.type="ESPECIFICACIO_MINIMA" ITeC.DEF_ID="ESPECIFICACIO_MINIMA"/></ITeC.Cell><ITeC.Cell row="46" col="24" sheet="1"><ITeC.Id xmlns="" ITeC.type="ESPECIFICACIO_MAXIMA" ITeC.DEF_ID="ESPECIFICACIO_MAXIMA"/></ITeC.Cell><ITeC.Cell row="47" col="18" sheet="1"><ITeC.Id xmlns="" ITeC.type="RESULTAT" ITeC.ASS_REF="674" ITeC.SIS_ID="1" ITeC.PRR_ID="PASMA1" ITeC.Tipus="N" ITeC.Editable="T"/></ITeC.Cell><ITeC.Cell row="47" col="21" sheet="1"><ITeC.Id xmlns="" ITeC.type="ESPECIFICACIO_MINIMA" ITeC.DEF_ID="ESPECIFICACIO_MINIMA"/></ITeC.Cell><ITeC.Cell row="47" col="24" sheet="1"><ITeC.Id xmlns="" ITeC.type="ESPECIFICACIO_MAXIMA" ITeC.DEF_ID="ESPECIFICACj LVALz IO_MAXIMA"/></ITeC.Cell><ITeC.Cell row="49" col="4" sheet="1"><ITeC.Id xmlns="" ITeC.type="CRITERI_ASSAIG" ITeC.DEF_ID="CRITERI_ASSAIG"/></ITeC.Cell><ITeC.Cell row="51" col="4" sheet="1"><ITeC.Id xmlns="" ITeC.type="OBSERVACIONS" ITeC.DEF_ID="OBSERVACIONS" ITeC.TIPUS="A" ITeC.EDITABLE="T"/></ITeC.Cell></ITeC.Encarrec> A3n / X T7n-w|Y@J055Q40PJ055Q40PViscositat STV (quitr) NLT 187Viscosidad STV (alquitrn) NLT 187O@P T@O 0090uuPuQ0*$ RY@J055L70WJ055L70WDestillaci (betum fluidificat) NLT 134Destilacin (betn fluidificado) NLT 134\@P ^@O 0090uuPZ0*$ QQ@J055H102J055H102Penetraci del residu (respecte original) NLT 124Penetracin del residuo (respecto original) NLT 124@P @O 0090uuPc0*$ (\V@J055G60WJ055G60WResidu per destillaci (betum fluid.) NLT 134Residuo por destilacin (betn fluid.) NLT 134e@P k@O 0090uuP`0*$ QQ@J055G30GJ055G30GResidu per destillaci (emulsi bit.) NLT 139Residuo por destilacin (emulsin bit.) NLT 139e@P i@O 0090uuP`0*$ Q>@J055F30FJ055F30FCrrega elctrica de les partcules NLT 194Carga elctrica de las partculas NLT 194s@P u@O 0090uuP]0*$ GzdW@J055D10DJ055D10DPunt de fragilitat Fraass UNE EN 12593Punto de fragilidad de Fraas UNE EN 12593m@P q@O 0090uuPX0*$ p= I@J055A209J055A209ndex de penetraci NLT 181ndice de penetracin NLT 181_@P c@O 0090uuPxlM0*$ (\U@J0559138J0559138Ductilitat (residu) NLT-126Ductilidad (residuo) NLT-126@P @O 0090uuPwkM0*$ (\U@J0559108J0559108Ductilitat NLT 126Ductilidad NLT 126[@ P ^@O 0090uuP|zxvpdXD0*$ zGaF@J0556105J0556105Densitat relativa NLT 122Densidad relativa NLT 122b@ P e@ O 0090uuP~rfK0*$ Q^H@J0554133J0554133Punt de reblaniment (residu) NLT-125Punto de reblandecimiento (residuo) NLT-125@ P @ O 0090uuPV0*$ Q^H@J0554103J0554103Punt de reblaniment, anella i bola UNE-EN 1427Punto de reblandecimiento, anillo y bola UNE-EN 1427@ P @ O 0090uuP`0*$ zGI@J0553102J0553102Penetraci (25c, 100 g, 5 s.) UNE-EN 1426Penetracin (25C, 100 g, 5 s.) UNE-EN 1426j@ P m@ O 0090uuP\0*$ Gz@@J055230BJ055230BContingut d'aigua (emulsi bituminosa) NLT 137Contenido de agua (emulsin bituminosa) NLT 137_@P c@ O 0090uuP`0*$ LM@J0552201J0552201Contingut d'aigua (betum asfltic) NLT 123Contenido de agua (betn asfltico) NLT 123\@P _@O 0090uuP\0*$ Gz<@JA11TM0NJA11TM0NComprov. geomtrica malles tancament UNE_EN 10223Comprob. geomtrica mallas cerramiento UNE_EN 10223@P @O 0200uuPc0*$ q= ף@@JA11SM0MJA11SM0MTracci filferros malles UNE_EN 10-218-1Traccin alambres mallas UNE_EN 10-218-1g@P h@O 0200uuPZ0*$ YfffffJ@J0B2A205J0B2A205Desenganxament dels nusos (malla elect.) UNE EN ISO 15630-2Despegue de los nudos (malla elect.) UNE EN ISO 15630-2@P @O 0200uuPm0*$ P ףp=l@J0B22304J0B22304Assaigs complets malla electrosoldada UNE EN ISO 15630-2Ensayos completos malla electrosoldada UNE EN ISO 15630-2@P @O 0200uuPj0*$ &x7:t; o ' m , } >  R  M ["wB w,I=3h3oRECUELRecuperaci elsticaRecuperacin elstica%%NA?=;;$AUGPR1Augement Punt de reblaniment (A i B)Aumento punto reblandecimiento (A i B)CCNfd`\\4DIFP01Diferncia de penetraci Diferncia de penetracin(0,1 mm)(0,1 mm)NZXNDD)RESEV1Residu per evaporaciResiduo por evaporacin%%NDB@>>%VAL079ValorValor%%N" VAL082ValorValor%%N" UNI25CUniversal a 25CUniversal a 25CssN86422 UNI50CUniversal a 50CUniversal a 50CssN86422 VM0001Variaci de masaVariacin de massa%%N:8644 VAL078ValorValorssN" FUR100Furol a 100CFurol a 100CssN20.,,FUR25CFurol a 25CFurol a 25CssN0.,**FUR38CFurol a 38CFurol a 38CssN0.,**FUR50CFurol a 50CFurol a 50CssN0.,**FUR60CFurol a 60CFurol a 60CssN0.,**FUR82CFurol a 82CFurol a 82CssN0.,**UNI100Universal a 100CUniversal a 100CssN:8644!UNI20CUniversal a 20CUniversal a 20CssN86422 UNI38CUniversal a 38CUniversal a 38CssN86422 UNI55CUniversal a 55CUniversal a 55CssN86422 UNI60CUniversal a 60CUniversal a 60CssN86422 UNI82CUniversal a 82CUniversal a 82CssN86422 VAL076ValorValor%%N" VAL075ValorValorssN" A190C1a 190Ca 190C%%N&$" A225C1a 225Ca 225C%%N&$" A260C1a 260Ca 260C%%N&$" A316C1a 316Ca 316C%%N&$" VAL068ValorValor%%N" BASFR1Betum asfltic residualBetum asfltico residual%%NGECAA'FLUDE1Fluidificant per destilaciFluidificante por destilacin%%NPNLJJ+VAL067ValorValorCAELECA&$$$FFRAASPunt de fragilitat FraasPunto de fragilidad FraasCCNMKGCC(VAL064ValorValorNA15C02a 15Ca 15CcmcmN(&"A25C02a 25Ca 25CcmcmN(&"A005C1a 5 Ca 5 CcmN$""A15C01a 15 Ca 15 CcmcmN*($ A25C01a 25 Ca 25 CcmcmN*($ VAL060ValorValorg/cm3g/cm3N,*#VPRE01Variaci del punt de reblanimentVariacin del punto de reblandecimientoCCNca]YY0VAL058ValorValorCCN&$ VAL057ValorValor0,1 mm0,1 mmN.,$VAL056ValorValor%%N" VAL055ValorValor%%N" DIFILFDimetre filferroDimetro alambremmmmN=;733!PASMA1Pas de mallaPaso de mallacmcmN53/++REME01Resistncia mecnica a tracciResistencia mecnica a traccinN/mm2N/mm2N_]VOO.CADES1Crrega de desenganxamentCarga de desenganchadoNNNGECAA)AMP001AmpladaAnchurammN&$" ASL001rea secci longitudinalrea seccin longitudinalcm2/mcm2/mNSQJCC(AST002rea secci transversalrea seccin transversalmm2mm2NMKFAA'DS0001Dimetre d'estalviDimetro de ahorrommmmN@>:66"LO0001LongitutLongitudmmN(&$""MAS001MassaMasaKgKgN%#LVAL : > fe  !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcd  hijklnypqrstuvwxgz{|~ Root Entry F iS5m rWorkbook2_VBA_PROJECT_CUR"0.Ph a5 iS5VBA/ a50ES5 \pitec Ba= ThisWorkbookS=X/#8X@"1VArial1VArial1VArial1VArial1VArial1 VArial1VAriaLVAL l1VArial1hVArial1VArial1VArial1 VArial1 VArial12VArial12VArial1 VArial1VTahoma12VArial12VArial #,##0\ "pta";\-#,##0\ "pta"% #,##0\ "pta";[Red]\-#,##0\ "pta"&!#,##0.00\ "pta";\-#,##0.00\ "pta"+&#,##0.00\ "pta";[Red]\-#,##0.00\ "pta"A*<_-* #,##0\ "pta"_-;\-* #,##0\ "pta"_-;_-* "-"\ "pta"_-;_-@_-D)?_-* #,##0\ _p_t_a_-;\-* #,##0\ _p_t_a_-;_-* "-"\ _p_t_a_-;_-@_-I,D_-* #,##0.00\ "pta"_-;\-* #,##0.00\ "pta"_-;_-* "-"??\ "pta"_-;_-@_-L+G_-* #,##0.00\ _p_t_a_-;\-* #,##0.00\ _p_t_a_-;_-* "-"??\ _p_t_a_-;_-@_-3#,##0\ " ";\-#,##0\ " "=#,##0\ " ";[Red]\-#,##0\ " "?#,##0.00\ " ";\-#,##0.00\ " "I"#,##0.00\ " ";[Red]\-#,##0.00\ " "q6_-* #,##0\ " "_-;\-* #,##0\ " "_-;_-* "-"\ " "_-;_-@_-k3_-* #,##0\ _ _-;\-* #,##0\ _ _-;_-* "-"\ _ _-;_-@_->_-* #,##0.00\ " "_-;\-* #,##0.00\ " "_-;_-* "-"??\ " "_-;_-@_-{;_-* #,##0.00\ _ _-;\-* #,##0.00\ _ _-;_-* "-"??\ _ _-;_-@_-"S";"S";"No"$"Verdadero";"Verdadero";"Falso"(#"Activado";"Activado";"Desactivado"               LVAL    + ) , *      (@   (   h@@    h@   h   h@   h   h @  !x , !x , !x@ , !x @ , !x@, !x @,  "<@  "<@    !8@@ !8@ !8 @ 8@@ 8@ 8@ 8@@ 8@ 8@  (@@  (@  (@ "8@ "8@ "8@  "<@  "<@  "< @   (@@   (@   ( @  "<@@  "<@  "< @  ( @ "8@@ "8 @  "<@@  "x@@ ,  "x@ ,  "x@ ,  "x@ , "x@ , "x@ , "x@ ,  "<@  "x @ , "x@@ , "x @ , !8 !8  (  (  (  (@  (@ !  8@  0@  0 @ !8@ !8 !8  (    (@  ( LVAL !8@ !8@   (     8    !8@@  !8@  "8@   (@   ( @   (@@   (@   (@   (   (@ !8     8@@  8@  8@  8  (@@ !8@@  (@  h@@ ,  h@ ,  "x@@   "x@   "x@   "x@   ( @  (@  (  (  ( !8@   (  "<  "<  "< "8 "8 "8  "<  "<  "<  "x@@,  "x@,  "x@,  "x@, "x@, "x@, "x@, )8@ )0@ )0 @ ) !x@@, !x@,                 `& 20090& 90090 (2)R""  ;b  ;>" <'3  @@  ]#0090Valor%0,1 mmCg/cm3a 25 Ccma 15 Ca 25Ca 15Ca 190Ca 225Ca 260Ca 316CsULVAL niversal a 20CUniversal a 38CUniversal a 55CUniversal a 60CUniversal a 82CUniversal a 100C Furol a 25C Furol a 38C Furol a 50C Furol a 60C Furol a 82C Furol a 100CUniversal a 25CUniversal a 50C(0,1 mm)a 40 CKg/m2i9q4*L  DR]" ccB   c@TJo,   dMbP?_*+  % &x<?'i4F?(x<?)~?MHP LaserJet 21004C  a 4dXA4DINU"4L5a" dX & BP(?U } } U} q} U} } qc`" `W@@@@@     @@@@LVAL @@@@~ ~  "~ ? !klllllllll  mm nS}alD@@ *#Ensayos de ligantes hidrocarbonados,"Assaigs de lligants hidrocarbonatsB%"Assaigs de lligants hidrocarbonatsnnnnnnnnno]p}VGD@@ DIRECCIN DE OBRADIRECCI D'OBRABDIRECCI D'OBRAqqqqcccccc Pq}:D@@  REPETICIN REPETICIB REPETICIqVVVcq}MD@@ Validado LaboratorioValidat LaboratoriBValidat LaboratoriqqqccdTr@}>D@@  CONTRATISTA CONTRACTISTAB CONTRACTISTAssssXXXXXX Nv\}8D@@  CONTRASTECONTRASTB CONTRASTv```cvp}_MD@@ Anulado LaboratorioAnul.lat LaboratoriBAnul.lat LaboratorivvvXX^Rt}<D@@  LABORATORIO LABORATORIB LABORATORI2eeeeQQQQQQQQQQQQQQQQQu (((Ew}/D@@  OBRAOBRABOBRAxxxxYZZZZZZZZZZZZZZZZ[((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((LVAL (((Xy}BD@@ TRAMO / SECTOR TRAM / SECTORB TRAM / SECTORzzzzjjjjjj Nf}8D@@  LABORANTELABORANTB LABORANTfggge)}OD@@ Contraste Contratis.Contrast Contractis.BContrast Contractis.)))hhi((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((ht}RD@@ CDIGO ENCARGO / SERIECODI ENCRREC / SRIEBCODI ENCRREC / SRIEeeeeQQQQQQ OeD}9D@@  CDIGO.LABCODI.LABB CODI.LABeTTTPeX}:D@@  Hoja Tipo Full TipusB Full TipuseeeTTU p}nD@@ ,%DATOS DE IDENTIFICACION DE LA MUESTRA,"DADES D'IDENTIFICACI DE LA MOSTRAB%"DADES D'IDENTIFICACI DE LA MOSTRA2 S |}=D@@  Procedencia ProcednciaB Procedncia cccccccccd g a} QD@@ Hora toma y recepcinHora presa i recepciBHora presa i recepci VVVVccccccdb \} LD@@ Designacin liganteDesignaci lligantBDesignaci lligant ]]]]XXXXX^ K _$} 5D@@ MuesLVAL traMostra B Mostra  ``````````bh }4} RD@@ Fecha toma y recepcinData presa i recepciBData presa i recepci TTTTQQQQQR Z S`} DD@@ Lugar de ensayoLloc d'assaigsBLloc d'assaigs TTTTTTTTTTU\  } FD@@ ESPECIFICACIONESESPECIFICACIONSBESPECIFICACIONS2 \{} FD@@ Tipo de controlTipus de controlBTipus de control2VVVVVVVVVVVVVVVVVVVVVWW}}AD@@  Condicionante Condicionant B Condicionant 2TTTTTTTTTTTTTTTTTTTTTUs}]D@@ #ENSAYOS REALIZADOS/NORMATIVA$ASSAIGS REALITZATS / NORMABASSAIGS REALITZATS / NORMA J  }4D@@  UnidadUnitat B Unitat  N( }8D@@  ResultadoResultatB Resultat  \< }FD@@ EspecificacionesEspecificacionsBEspecificacions ~ @ ~ \ } |D@@ 2+Contenido de agua (betn asfltico) NLT 1234*Contingut d'aigua (betum asfltic) NLT 123B-*Contingut d'aigua (betum asfltic) NLT 123 G }1D@@  Anul.Anul.BAnul. !FGHIGHIJ } 3D@@  mnimamnimaB mnima KLIJ }3D@@  mximamximaB mxima KL3444B 3LVAL  44445 6786789:'&@M~ @ ~a } D@@ 6/Contenido de agua (emulsin bituminosa) NLT 1378.Contingut d'aigua (emulsi bituminosa) NLT 137B1.Contingut d'aigua (emulsi bituminosa) NLT 137 G @ }1D@@  Anul.Anul.BAnul. !FGHIGHIJL } 3D@@  mnimamnimaB mnima KLIJ\ }3D@@  mximamximaB mxima KL3444B 3 44445 6786789:'&@M~ @ ~`l }tD@@ .'Penetracin (25C, 100 g, 5 s.) NLT 1240&Penetraci (25c, 100 g, 5 s.) NLT 124B)&Penetraci (25c, 100 g, 5 s.) NLT 124 G }1D@@  Anul.Anul.BAnul. !FGHIGHIJ } 3D@@  mnimamnimaB mnima KLIJ }3D@@  mximamximaB mxima KL3444B 3 4444B IC }3D@@  0,1 mm0,1 mmB 0,1 mm786789:'&@M~ @ ~  }D@@ 70Punto de reblandecimiento, anillo y bola NLT 1254*Punt de reblaniment, anella i bola NLT 125B-*Punt de reblaniment, anella i bola NLT 125 G P }1D@@  Anul.Anul.BAnul. !FGHIGHIJ\ } 3D@@  mnimamnimaB mnima KLIJl }3D@@  mximamximaB mximaLVAL KL3444B 3 4444B C786789:'&@M~ @ ~R| }vD@@ 2+Punto de reblandecimiento (residuo) NLT-125.$Punt de reblaniment (residu) NLT-125B'$Punt de reblaniment (residu) NLT-125 G " }1D@@  Anul.Anul.BAnul. #FGHIGHIJ } 3D@@  mnimamnimaB mnima KLIJ }3D@@  mximamximaB mxima KL3444B 3 }nD@@ .'Variacin del punto de reblandecimiento* Variaci del punt de reblanimentB# Variaci del punt de reblaniment 4444B C786789:'&@M~ @ ~o8 }YD@@  Densidad relativa NLT 122#Densitat relativa NLT 122BDensitat relativa NLT 122 G "l }1D@@  Anul.Anul.BAnul. #FGHIGHIJx } 3D@@  mnimamnimaB mnima KLIJ }3D@@  mximamximaB mxima KL3444B 3 44445 6786789:'&@M~ @ ~a }KD@@ Ductilidad NLT 126Ductilitat NLT 126BDuctilitat NLT 126 G }1D@@  Anul.Anul.BAnul. !FGHIGHIJ } 3D@@  mnimamnimaB mnima KLIJ }3D@@  mximamximaB mxima KLVAL L{VVV  * ++++, C7DC7DE:;?@A& !  * ++++, C7DC7DE:;?@ADS*l8 fw" .98dDd,=d,dd @!"@#@$@%&@'(@)*@+,@-@./@01@23@4@5@6@78@9:@;<@=@>@?@ }TTTC 3 }-D@@ a 5 CB a 5 C 4444B ? C } )D@@  cmBcm 7DC7DE:;?@A~ !@ !~t! } ^D@@ #Ductilidad (residuo) NLT-126%Ductilitat (residu) NLT-126BDuctilitat (residu) NLT-126! G! < }!1D@@  Anul.Anul.BAnul.! !FGNFGNI!OH }! 3D@@  mnimamnimaB mnima !KPI!OX }!3D@@  mximamximaB mxima !KP"{VVV  "3 " 4444B "C"7DC7DE:;?@A#& !  #3 # 4444B #C#7DC7DE:;?@A$}TTTC$3h }!-D@@ a 5 CB a 5 C$ 4444B ?$Cx }$)D@@LVAL   cmBcm$7DC7DE:;?@A~ %@ %~u% }$_D@@ $ndice de penetracin NLT 181%ndex de penetraci NLT 181Bndex de penetraci NLT 181% G% }%1D@@  Anul.Anul.BAnul.% !FGHIGHI%J }% 3D@@  mnimamnimaB mnima %KLI%J }%3D@@  mximamximaB mxima %KL&3444B &3(& 444456786789:'&@M~ '@ '~ ' }%lD@@ +$Punto de fragilidad de Fraas NLT 182+!Punt de fragilitat Fraass NLT 182B$!Punt de fragilitat Fraass NLT 182' G' (}'1D@@  Anul.Anul.BAnul.' !FGHIGHI'J4}' 3D@@  mnimamnimaB mnima 'KLI'JD}'3D@@  mximamximaB mxima 'KL(3444B (3( 44445 (6(786789:'&@M~ )@ )~ )T}'{D@@ 0)Carga elctrica de las partculas NLT 1945+Crrega elctrica de les partcules NLT 194B.+Crrega elctrica de les partcules NLT 194) G) })1D@@  Anul.Anul.BAnul.) !FGHIGHI)J}) 3D@@  mnimamnimaB mnima )KLI)J})3D@@  mximamximaB mxima )KL*3444B *3(* 444456786789:'&@M~ +@ +~a+}) D@@ 6/LVAL Residuo por destilacin (emulsin bit.) NLT 1398.Residu per destillaci (emulsi bit.) NLT 139B1.Residu per destillaci (emulsi bit.) NLT 139+ G+ 8}+1D@@  Anul.Anul.BAnul.+ !FGHIGHI+JD}+ 3D@@  mnimamnimaB mnima +KLI+JT}+3D@@  mximamximaB mxima +KL,{VVV l,3d}+VD@@ Betum asfltico residual!Betum asfltic residualBBetum asfltic residual, 44445 ,6,786789:'&@M-}TTTu-3 },_D@@ $Fluidificante por destilacin%Fluidificant per destilaciBFluidificant per destilaci- 44445 -6-786789:'&@M~ .@ .~"!.}-D@@ 5.Residuo por destilacin (betn fluid.) NLT 1348.Residu per destillaci (betum fluid.) NLT 134B1.Residu per destillaci (betum fluid.) NLT 134. G. ,}.1D@@  Anul.Anul.BAnul.. !FGHIGHI.J8}. 3D@@  mnimamnimaB mnima .KLI.JH}.3D@@  mximamximaB mxima .KL/3444B /3/ 44445 /6/786789:'&@M~ 0@ 0~0X}.9 D@@ :3Penetracin del residuo (respecto original) NLT 124;1Penetraci del residu (respecte original) NLT 124B41Penetraci del residu (respecte original) NLT 1240 G0 }01D@@  Anul.Anul.BAnul.0 !FGHIGHILVAL 0J}0 3D@@  mnimamnimaB mnima 0KLI0J}03D@@  mximamximaB mxima 0KL13444B 131 44445 161786789:'&@M~ 2@ 2~2}0wD@@ /(Destilacin (betn fluidificado) NLT 1342(Destillaci (betum fluidificat) NLT 134B+(Destillaci (betum fluidificat) NLT 1342 G2 <}21D@@  Anul.Anul.BAnul.2 !FGHIGHI2JH}2 3D@@  mnimamnimaB mnima 2KLI2JX}23D@@  mximamximaB mxima 2KL3{VVV  33 3 4444B 3C37DC7DE:;?@A4& !  43 4 4444B 4C47DC7DE:;?@A5& !  53 5 4444B 5C57DC7DE:;?@A6}TTT 636 4444B 6C67DC7DE:;?@A~ 7@ 7~~7h}2hD@@ )"Viscosidad STV (alquitrn) NLT 187)Viscositat STV (quitr) NLT 187B"Viscositat STV (quitr) NLT 1877 G7 }71D@@  Anul.Anul.BAnul.7 !FGHIGHI7J}7 3D@@  mnimamnimaB mnima 7KLI7J}73D@@  mximamximaB mxima 7KL83444B 838 44445 868786789:'&@M~ 9@ 9~y9}7cD@@ &Contenido de asfaltenos NLT 131'Contingut d'asfaltLVAL ens NLT 131B Contingut d'asfaltens NLT 1319 G9 }91D@@  Anul.Anul.BAnul.9 !FGHIGHI9J}9 3D@@  mnimamnimaB mnima 9KLI9J,}93D@@  mximamximaB mxima 9KL:3444B :*: ++++0 :6:786789:'&@M~ ;*@ ;~0 ;<}9sD@@ -&Viscosidad Saybolt (mat. bit.) NLT 1330&Viscositat Saybolt (mat. bit.) NLT 133B)&Viscositat Saybolt (mat. bit.) NLT 133; G; R};1D@@  Anul.Anul.BAnul.; !FGHIGHI;J}; 3D@@  mnimamnimaB mnima ;KLI;J};3D@@  mximamximaB mxima ;KL<{VVV  <3< 4444B <C<7DC7DE:;?@A=& !  =3= 4444B =C=7DC7DE:;?@A>& !  >3> 4444B >C>7DC7DE:;?@A?& !  ?3? 4444B ?C?7DC7DE:;?@ADg$l dd Nd8NDCdNd1dddddd+ddd@@A@B@C@D@E@F@G@HI@JK@LM@N@O@P@QR@ST@UV@WX@YLVAL @Z[@\@]^@_@@& !  @3@ 4444B @C@7DC7DE:;?@AA& !  A3A 4444B ACA7DC7DE:;?@AB& !  B3B 4444B BCB7DC7DE:;?@AC& !  C3C 4444B CCC7DC7DE:;?@AD& !  D3D 4444B DCD7DC7DE:;?@AE& !  E3E 4444B ECE7DC7DE:;?@AF& !  F3F 4444B FCF7DC7DE:;?@AG}TTT G3G 4444B GCG7DC7DE:;?@A~ H@ H~xH};0 D@@ 81Consistencia por medio de flotador (60c) NLT 183;1Consistncia per mitj de flotador (60c) NLT 183B41Consistncia per mitj de flotador (60c) NLT 183H GH }H1D@@  Anul.Anul.BAnul.H !FGHIGHIHJ(}H 3D@@  mnimamnimaB mnima HKLIHJ8}H3D@@  mximamximaB mxima HKLI3444B I3I 44445 I6I786789:;?@A~ J@ J~~JH}HD@@ 6/Efecto del calor y del aire (pel. fina) NLT 185<2Efecte de la calor i de l'aire (pel. fina) NLT 185B52Efecte de la calor i de l'aire (pel. fina) NLT 185J GJ }J1D@@  Anul.Anul.BAnul.J !FGHIGHIJJ}J 3D@@LVAL   mnimamnimaB mnima JKLIJJ}J3D@@  mximamximaB mxima JKLK3444B_K*}JID@@ Variacin de massaVariaci de masaBVariaci de masaK ++++0 K6K786789:;?@A~ L@ L~L}KzD@@ 1*Viscosidad Saybolt (emulsin bit.) NLT 1383)Viscositat Saybolt (emulsi bit.) NLT 138B,)Viscositat Saybolt (emulsi bit.) NLT 138L GL T}L1D@@  Anul.Anul.BAnul.L !FGHIGHILJ`}L 3D@@  mnimamnimaB mnima LKLILJp}L3D@@  mximamximaB mxima LKLM{VVV  M*M ++++, MCM7DC7DE:;?@AN& !  N3N 4444B NCN7DC7DE:;?@AO& !  O3O 4444B OCO7DC7DE:;?@AP}TTT P3P 4444B PCP7DC7DE:;?@A~ Q@ Q~0 Q }LsD@@ -&Tamizado (emulsin bituminosa) NLT 1420&Tamisatge (emulsi bituminosa) NLT 142B)&Tamisatge (emulsi bituminosa) NLT 142Q GQ }Q1D@@  Anul.Anul.BAnul.Q !FGHIGHIQJ}Q 3D@@  mnimamnimaB mnima QKLIQJ}Q3D@@  mximamximaB mxima QKLR3444B R3R 44445 R6R786789:;?@A~ S@ S~SLVAL }QD@@ :3Contenido de parafinas de un betn UNE_EN 12606-1,2=3Contingut de parafines d'un betum UNE_EN 12606-1,2B63Contingut de parafines d'un betum UNE_EN 12606-1,2S GS "d}S1D@@  Anul.Anul.BAnul.S #FGHIGHISJp}S 3D@@  mnimamnimaB mnima SKLISJ }S3D@@  mximamximaB mxima SKLT3444B T*T ++++0 T6T786789:;?@A~ U@ U~ U}SD@@ 6/Residuo por evaporacin de una emulsin NLT 1475+Residu per evaporaci d'una emulsi NLT 147B.+Residu per evaporaci d'una emulsi NLT 147U GU }U1D@@  Anul.Anul.BAnul.U !FGHIGHIUJ}U 3D@@  mnimamnimaB mnima UKLIUJ}U3D@@  mximamximaB mxima UKLV3444BiV3}USD@@ Residuo por evaporacinResidu per evaporaciBResidu per evaporaciV 44445 V6V786789:;?@A~ W@ W~W@}V D@@ >7Estabilidad de almacenaje de un betn NLT 125 y NLT 124C9Estabilitat d'emmagatzematze d'un betum NLT-125 i NLT-124B<9Estabilitat d'emmagatzematze d'un betum NLT-125 i NLT-124W GW }W1D@@  Anul.Anul.BAnul.W !FGHIGHIWJ}W 3D@@  mnimamnimaB mnima WKLIWJ}W3D@@  mximamximaB LVAL mxima WKLX{VVV ! X3}WqD@@ -&Aumento punto reblandecimiento (A i B).$Augement Punt de reblaniment (A i B)B'$Augement Punt de reblaniment (A i B)X 4444B XCX7DC7DE:;?@AY}TTToY3,}XYD@@  Diferncia de penetracin#Diferncia de penetraci BDiferncia de penetraci Y 4444B YCY7DC7DE:;?@A~ Z@ Z~vZ`}Y`D@@ $Recuperacin elstica NLT 329&Recuperaci elstica NLT 329BRecuperaci elstica NLT 329Z GZ S}Z1D@@  Anul.Anul.BAnul.Z !FGHIGHIZJ}Z 3D@@  mnimamnimaB mnima ZKLIZJ}Z3D@@  mximamximaB mxima ZKL[{VVV  [3[ 4444B [C[7DC7DE:;?@A\}TTT \3\ 4444B \C\7DC7DE:;?@A~ ]@ ]~]}ZD@@ NGDotacin ligante residual p/bandeja, muestra mezcla bituminosa, NLT 353OEDotaci lligant residual, p/safata, mostra mescla bituminosa, NLT 353BHEDotaci lligant residual, p/safata, mostra mescla bituminosa, NLT 353] G] T}]1D@@  Anul.Anul.BAnul.] !FGHIGHI]J`}] 3D@@  mnimamnimaB mnima ]KLI]Jp}]3D@@  mximamximaB mxima ]KL^{VVV n^3 }]XD@@  Dotacin ligante residual"Dotaci lligant residualBLVAL Dotaci lligant residual^ 44445 ^6 ^786789:;?@A__t}^ID@@ Criterio de EnsayoCriteri d'AssaigBCriteri d'Assaig2_eeeeeeeeeeeeeeeeeeeee`D"lddddddddLdL5dddd+dRd>b dd``@a@b@4`-...................../Va<}@D@@  Observaciones ObservacionsB Observacions2a=====================>4b01111111111111111111112 O(8  1 1:& "(  & j   0M__]@R   "R3` 2` 20"!3d23 M 4 3QQQQ3_  NM   d4E4D$% MP(3O&Q4$% MP(3O&Q4FAT3OdV2 3*#M&43*_#M&! M4523  43d" 444eee xx LVAL   6 hK{XPP?   K"<]4@hK{x ! o9 H: [HY+  X <presa en obra rebuda<xx   6 K{XPP?   K"<]4@K{  </E: $i X <in-situ laboratori <rxx %  6 L{XPP? \ K}<]4%@L{  6@ @m;X <B 60/70 ECR-1 Modif. Olexobit < %ITeC ITeC ITeC>@`]]]] ^^__]]]]]]]]^^XYZZZZ [\UUUU VVWWWW VV RRSSSS TTRR TT LLLL MPQQQQ IIJJJJ KKII KK ;;;; <GHHHH 889999 ::88 :: 2222 367777 //0000 11// 11 ++++ ,-.... (())**)) (( ** %%%% &&'''' &&  !!!! "$  $$                      LVAL               !!!!!!!!""## ########"" """"""$$$$$$$$%%%%%%%%&&&&&&&&''''''''(((((((())))))))********++++++++,,-- --------,, ,,,,,,........////////0000000011111111222222223344 4444444433 3333335566 6666666655 555555777777778888888899999999::::::::;;;;;;;;<<== ========<< <<<<<<>>?? ????????>> >>>>>>@@AA AAAAAAAA@@ @@@@@@BBCC CCCCCCCCBB BBBBBBDDEE EEEEEEEEDD DDDDDDFFGG GGGGGGGGFF FFFFFFHHHHLVAL HHHHIIIIIIIIJJJJJJJJKKKKKKKKLLLLLLLLMMNN NNNNNNNNMM MMMMMMOOPP PPPPPPPPOO OOOOOOQQQQQQQQRRRRRRRRSSSSSSSSTTTTTTTTUUUUUUUUVVVVVVVVWWWWWWWWXXYY YYYYYYYYXX XXXXXXZZZZZZZZ[[\\ \\\\\\\\[[ [[[[[[``bb^^ ^^^^^^aa7Hoja2ggD  #  dMbP?_*+  % &zG?((\?M\\PLUTO\HP LaserJet 44C  a 4dXA4DINU"4 " dX(\?U } q} q} } U} } q} } U}  q} U} q} U} LVAL q``W@@@@@     ~ ~  "~ ? !klllllllll  mm n} lD@@ *#Ensayos de ligantes hidrocarbonados,"Assaigs de lligants hidrocarbonatsB%"Assaigs de lligants hidrocarbonatsnnnnnnnnno]p<}NVGD@@ DIRECCIN DE OBRADIRECCI D'OBRABDIRECCI D'OBRAqqqqcccccc Pq\}:D@@  REPETICIN REPETICIB REPETICIqVVVVVVVVV Trp}>D@@  CONTRATISTA CONTRACTISTAB CONTRACTISTAssssXXXXXX NvR}8D@@  CONTRASTECONTRASTB CONTRASTv`````````! Rt}<D@@  LABORATORIO LABORATORIB LABORATORI2eeeeQQQQQQQQQQQQQQQQQuEw}/D@@  OBRAOBRABOBRA2xxxx: SSSSSSSSSSSSSSSSXy}BD@@ TRAMO / SECTOR TRAM / SECTORB TRAM / SECTOR$zzzz~~~~~~vvvvvev} OD@@ Contraste Contratis.Contrast Contractis.BContrast Contractis.vvv``bh }RD@@ CDIGO ENCARGO / SERIECODI ENCRREC / SRIEBCODI ENCRREC / SRIE$QQQQQQeeeeePe8}:D@@  HoLVAL ja Tipo Full TipusB Full TipuseeeTTU\ P}FD@@ ESPECIFICACIONESESPECIFICACIONSBESPECIFICACIONS2 \ {p} FD@@ Tipo de controlTipus de controlBTipus de control2 VVVVVVVVVVVVVVVVVVVVVWW } } AD@@  Condicionante Condicionant B Condicionant 2 TTTTTTTTTTTTTTTTTTTTTUs } ]D@@ #ENSAYOS REALIZADOS/NORMATIVA$ASSAIGS REALITZATS / NORMABASSAIGS REALITZATS / NORMA  J  } 4D@@  UnidadUnitat B Unitat  N } 8D@@  ResultadoResultatB Resultat  \  } FD@@ EspecificacionesEspecificacionsBEspecificacions   x G $,}1D@@  Anul.Anul.BAnul. % "   "  I 8} 3D@@  mnimamnimaB mnima "!aI H} 3D@@  mximamximaB mxima "!a4& ! \]]]]^}}   9 R" 8 `2+[    ,(  ,j ,  0M]@    " 3` 2` 22"!3d23 M 4 LVAL 3QQQQ3_  NM   d4E4D$% MP(3O&Q4$% MP(3O&Q4FAU3OdV2 3*#M&43*_#M&! M4523  43d" 444eee >@j-                    7Hoja3ggD ThisWorkbook"%o__SRP_2 __SRP_3 )Hoja2 & n  !"#$%&'(*+,./012LVAL 3456789:;<=>?@ABCDEGHIKLMNOPQRSTUVWXZ[\]^_`bcdefghijklmnopqrstuvwxy{|}  A@4 A@6]x$*. %<.8 B@> 8B@>A@@A@@ A@B ("o ]'D F & 'H H S]0 F F H   $N$L'J J$P'Dzki HExit Sub] R.T encara no s'ha processatG1 T%:!VS A@$'X Z b Z T%:SMsgBox Range("D" & i) G<ITeC.Id ITeC.type='NUM_ASSAIG' ITeC.DEF_ID='NUM_ASSAIG' ITeC.ASS_REF='D Z T%:!V$D' />a Z T%:(\ @<ITeC.Id ITeC.type='SERIE_ASSAIG' ITeC.SIS_ID='2' ITeC.ASS_REF='D Z T%:!V$D' />c Z T%:(\ B<ITeC.Id ITeC.type='ASSAIG_ESTATIC' ITeC.SIS_ID='2' ITeC.ASS_REF='D Z T%:!V$D' />c Z  T%:(\k0(F1 T%:!VSr4F1 T%:(VkF2 T%:!VSi9F2 T%:(Vk1G1 T%:(Vp modifiquem l'idioma]] ^ d T!<%b ^!f$=IF(S ^!f$=IF($E$1S=IF($E$1 ^!f ^!f $N ^(f MsgBox "HOLA"k kxp'X A@BkPoH@Attribute VB_Name = "ThisWorkbook" RBasR0{00020P819-0C$0046} |GlobalSpac False dCreatablPredeclaIdTru BExposeTemplateDeriv LVAL BustomizD2Const TAG_ASS0_REF=' wP)- Sub _Open(@) D@im objs heet AsApplication.ScreenUpdyng :Y(Desproteg`eix M ActtWindo w.Dis ~yGridlinesFor EacRhK(In@.F,s& 2CanviaCell5%HideRows NextC() CarregaInfo Hoja2Filter EBAutoH`eight G cRpangebS9 gJj=js(1@tWA7D =8.Es(8, 18D .< 9  RAliaVert & l 7R8C}P a [End!W#;YFunGon GetRefID(strVal`u %S! ng)&! C%C*lPos!Long% O"@fB= In(1, e ,im$(If > 0 Then  _`lD=2 (RaB , FL`u) -c -~) + 1)?$ ad Ex8it )-If?c''I0 0 l(B"y ShaObject # '" Sub" KSTW=   encara no s'ha `9 cessau 0& . V ("G1").  C"l3 !%" G W inghE/Sa i3 To 500''pb" & i) <> "7A a'MsgBox DY$ a. mulaR1C1@_a"<ITeC.type='NUMAIG' DEF_IDGET(-  )"' />9" qc  A SERIE SIS 2 ? QH? p i(? E Y.e+3 </g  p @ _ESTATIC x 2  k%%: "IDu?/"F:8TAr4!"F2A+ i9   MH1'On Err }Resu0' modifiquem l 'idioma?TqIW2cAux ` Lq !L&  0 vs.S@pecial(xrT?tCse! gPLeft?Cu., 4):"=IF(OA1brQK, 8SS$E$1"7i%c& x xLx&   ' Y"HOLAxu*q? w{!wia|Q%q2zA!?2L44f43ade*\rU  0'a Q ) y ah  !)I8ay !9Yy"!Q0 a#4 a) ` W , t! t tlLVAL =tt t fd%t$ Dt,& tt Qt[PxL: lxSt\t x  x9 Ls fd%t$ Dt,& t) V =tt< lt= t5<l=tt tl=tt t,4(d%t! t dl4=x)t43(d%($%tx t<8t5<  (m { }#<nx$QI? mH4F"! :H h>9 x"! :H h>9 nx$QI? mH4MEL @[LSS   (:>"La  LLa a"a LP<P<T<X<\<`<d<h<l<p<t<x<|<N0{00020819-0000-0000-C000-000000000046} ASS_REF='L% `kT    xp %  88%,DH` X!iF i ` H` J ,``o\EE1 iR   Ut %  ^`|%` `x (%BHH0 %Xx0HLVAL $&*,.20@`t @d .X@xT @P  @LO   @< p46@B@4 @$ @ @ 0Hx` Rx ``@d @T @P @@ @0 @ $XDdNB@Z @p H @ p @( @ @ @ @@ @ @X @p @ @ p@t &@pO &@` 00H0x@`TXJDO$*\Rffff*2L44f43ade*\R1*#2ab*\R1*#1c8*\R1*#d7$*\Rffff*2M44f43ade*\R1*#2ac*\R1*#e8*\R1*#1c4*\R1*#e4$*\Rffff*2N44f43ade$*\Rffff*2R44f43ade$*\Rffff*2S44f43ade*\R1*#dc*\R1*#e4*\R1*#64*\R0*#f4v "   (  8  HX  p     )LVAL     ,3    ( 8 H Xh B  p x     .  "     ( 0 @2`       =   a  a (   2 (2  (@`(h      ;  3"34R( `x        ] ASS_REF='0 ]X (" A@$ &((  !* A@, A@.h &(( 2A@0x ( 80Y Y l=tt t t! t tl4PLx8t4<0   l l x lx=t2P'T%:d%t Pa0:@]3P50el=PP Pz(@(Th_=P'T%:d0%t Pa :@]@P60 R P'T%:d0%t Pa `Xl*#*F%'%:@%t ,2)P60 P'T%:d0%t Pa `Xl*#*F%'%:@LVAL %t ,2)P60  P'T%:d0%t Pa `Xl*#*F%'%:(@ %t ,2)P6 0  ~x2P'T%:d%t Pa0:@]3P50(:@%P'T%:d%t P,P2P'T%:d %t Pa0:@]3P50(:@!%P'T%:d %t P,P(:@"%P'T%:d%t P,PK;d%Pt P0a[t|P50pH3|a09 0 #  :d$]360 93|a09 0 #  :d%]@60 7R|a9 :T%|a0 (dS" & `%|,60` |9 pzl=PP PlH0 tpxt|x8 P0 `4HrU  @$`T,A`X00(`\nrU  XQ ) y 8 "!#@ Y$II*h <S idioma catala)El valor de la cel.la ha d'esser una data zA@x lB@H'ld idioma castella&El valor intrducido debe ser una fecha zA@x lB@H'lkk dx Es alfanumerica. tot valkPkHk@p8o0 ] ! !  XS l! !  : G|j ^ l ^!S ^ `/R `B@}kk oxpZAttribute VB_Name = "Hoj a2" Basp0{0002`0820- C$0046} |GlobalSpac False CreatablPrLVAL edeclaIdTru BExposeTemplateDeriv$ BustomizD2 P   Sub Worksheet@_Activ (0)  eWindow.Dis 8yGridl0inesZ9End$ +Change(ByVal Target Axs R 56I f EsEdi () ThenKOn Err or GoTo:!  .uA_""  Exit)Num P,ca ' ,.fXormGA'y\peA)@G"~D RL D) bHerF@at # ,###.##@A 'XIf @"Not Is4`#2PAB.Cells(1, 5  } ! 0 `9 R}  "  "!a: S~x H! 20_ A' idioma cla MsgBox "@El val sde l el. ha d'esser numric", vbInAaatio #*SelectC-,Eby!m Hst&xintrducido debe o?a?em 0aoM qe'`JEsFelch8l'-bd ""dexmeyP `Ao rkO%a c?)eb$xb bundkEeE"c!7d  9e e! fK_ 11/" z/l1uK ' n alfaMh. t\And "!_p0p}x}CQSy y Dim ob>j `z SFxRes t NexV 4Me.Appli@`0.Visi3 q Ap :Procp^ingRgfRows.Count >l 1x}  u Each InTQ?7 a mmeIs `h` / SFrBmcio.Ha4Show 1?x 15q !!30xhP  lxH  %0nrt2<zx|@h @X @8H @D @4 @$ @  @__SRP_cLVAL -__SRP_d FFrmSeleccio__SRP_16 J (A+(! ,i)!*yy 40` ``  I 0  9  W   \( fh%x$ Dx,& x$($ x < l x x 6K8xaX:h ]35X8 x 3xaXl 5X.:(h%($%D$ DX(]3D5X+'''H@:hNXX 6XH x:h %x,,+'''H@:hNXX 6XH x:h %x,4 x 0xaX 5X+:(h%($%D$ DX(]3D5X+'''H@:hNXX 6XH x:h %x,)+'''H@:hNXX 6XH x:h %x,2<(x DXHS  A#<a gM`Rg! <R FBSS{AkVQ'xBSS{AkVQ'a gM`Rg! <RME [LSS 8:>" LLa a"a N0{00020820-0000-0000-C0LVAL 00-000000000046} h@`XkH  j`k L:: )l   %  `(oP@ )l   %  ^xt( % X0%@% 2%x&@x @h @X H   lx  %8x X`@p @n @\ @L @HO x  @`8 `@( p0xhP  lxH  %0nrt2<zx|@h @X @8H @D @4 @$ @  @ @P @ `~00x@TH`JDO*\R1*#1c8$*\Rffff*2R44f43ade*\R1*#2ac*\R1*#e8*\R1*#1c4*\R1*#d7$*\Rffff*2N44f43ade$*\LVAL Rffff*2V44f43adf$*\Rffff*2S44f43ade*\R0*#13*\R0*#1*\R0*#144[ "  "   (8@ X h . *   :  (6+@ x  4+      8(` :x  8+   4+  Xhpx       "     . 5 (  !8 HX  h p x    &((o` @ l$nSpF l!V: G|j l$rS Target.form 'If TypeName(Target.Value) = "Date" Then0 $ Target.NumberFormat = "#,###.##"x End If. l!v$tS 2%<S idioma catalaA@@(El valor de la cel.la ha d'esser numric zA@x lB@H'D'ldh idioma castella%El valor intrducido debe ser numrico zA@xJ lB@H'D'lkkd l$|S1Target.NumberFormat = "d ""de"" mmmm ""de"" yyyy" l!V$~S 2%, l xK.n p p hknup2xLVAL a\ppaLv"p6\LqlxtH!ta\}[pcp5\ltSp$  p(8%$   t9 HT0Htxp\L444HrU  @$ `H,A `L , `P$nrU  0 $1$Y$#@$)$``qDI%Iq%0 ``1q ^/i! ??0 P  0   0 (  0 h  0   0   4 8 <@@DD   rU  P$)`,i`$`,` $)`4i` 9Qi@ 4 0 @S8@<n__SRP_17LVAL YHoja3 !__SRP_14 a__SRP_15zYrU  Q ) y 8 "!#@ Y$II*h (A+(! ,i)!*y  y 40` `` I0 9 rico zA@x lB@H'lkkd l$|S1Target.NumberFormat = "d ""de"" mmmm ""de"" yyyy" l!V$~S 2%<S idioma catala)El valor de la cel.la ha d'esser una data zA@x lB@H'ld idioma castella&El valor intrducido debe ser una fecha zA@x lB@H'lkk dx Es alfanumerica. tot valkPkHk@p8o0 ] ! !  XS l! !  : G|j ^ l ^!S ^ `/R `B@}kk oxp\Attribute VB_Name = "Hoj a3" Basp0{0002`0820- C$0046} |GlobalSpac False CreatablPredeclaIdTru BExposeTemplateDeriv$ BustomizD2 P   Sub Worksheet@_Activ (0)  eWindow.Dis 8yGridl0inesZ9End$ +Change(ByVal Target Axs R 56I f EsEdi () ThenKOn Er  & ! 0 `9 R}LVAL     "  "!a: Sxr or GoTo:!  .uA_""  Exit)Num P,ca ' ,.fXormGA'y\peA)@G"~D RL D) bHerF@at # ,###.##@A 'XIf @"Not Is4`#2PAA2.Cells(1, 520_ A' idi oma cla MsgBox "El val sde l el. ha d'esser numric", vb InAaatio #*SelectC-,Eby!m Hst&xintrducido debe o?a?em 0aoM qe'`JEsFech8l'-b@d ""dexmeyP `Ao rkO%a c)eb$xb bundkEeE"c!7d  9e e! fK_ 11/" z/l eg Ly E%gM: a |"S'EvoOCL : }6u YMG 9 < x YMG 9 < y E%gM: a MEPSPSSS0:1 1 6"a0{38B771CE-40EC-4F9E-83CB-6F3D843754E9}{BCC22B3D-ADD2-4A3C-9740-07CF4495E3A4}@j  <@%%%8  `&& `  ` Z (` , )  % h`  2  `LVAL  > ) % `  K  ` PV )px %i  % %j  4  @* R8S0@h( P( `8(P P HJDO*\R1*#1c8*\R4*#e*\R4*#d$*\Rffff*2V44f43adf@DY    "   ( 0  8H (h    $      08 @X ` h "  p x  "       "          ( " 08@ H  P "  X `p] ]  ]  P]]LVAL H B@al!V Z R!!d R!!d Z$ $SS   B@~' dP   R!!d Z$' k   S   B@~k ! S RS R'd %'y kko A@ox ( !SZ 'R'k@ A@reo( h  SA@k S A@rko ' 'A@ o orAttribute VB_Name = "FrmSeleccio" Bas0{38B771CE-40EC-4F9E-83CB-6F3D843754E9}{BCC22B3D-ADD2-4A3C-9740-07CF4495 E3A4} dGlobalSpa coFalse `CreatablPredeclaIdTru BExpose0Templat@eDeriv C ustomiz9 D Public Acceptat As Boolean D _ pRangM n& Sng PDH Sub @Filter!( ) Dim xstr\+ i Integer On Error ResBu NextListValorXs.C0F iU1 To Len(".Comment.T%AIf Mid , i, 1)Chr(10) TheI $E$AddIte> EC@@"!EEB E7 E&a*GEnd IfC! P<& <> ""6 ?3C  Co unt > 0R f @! 0!//%`! .A(0D>! # ! XVaZG _DblC!`hk(ByO C ancelaXMS Oms.RetuRrnjMElePhi `IAja'("Index*-V9 Uc9 .= GG =  AIUnload M j %Key ~ss %AsciB~% %!  = 13RH~E)Ia 27 ! 6User=_Activ xE3{*D 'OB&#Downa+CodeP*, UShif- 1uK' n alRfaMh. t\And "!_p0p}x}CQSy y Dim o|bj `z SFxR es t NexV 4Me.App li@`0.Visfi q Ap :Procp^ingRgfRows.Count > 1x}  u Each InTQ7 a mDmeIs `h_`  SF rmcio.Ha4Show 1?x 15q !!38H @D @4 @$ @  @ @P @ W LVAL \( fh%x$ Dx,& xs$($ x < l x x 6K8xaX:h ]35X8 x 3xaXl 5X.:(h%($%D$ DX(]3D5X+'''H@:hNXX 6XH x:h %x,,+'''H@:hNXX 6XH x:h %x,4 x 0xaX 5X+:(h%($%D$ DX(]3D5X+'''H@:hNXX 6XH x:h %x,)+'''H@:hNXX 6XH x:h %x,2<(x DXH, l xK.n p p hknup2xa\ppaLv"p6\LqlxtH!ta\}[pcp5\ltSp$  p(8%$   t9 HT0$ ( : #<`$E1t;p FzaiKo j7xzaiKo j7`$E1t;pMED @[LSS 8:6" LLa a"a a"<H<L<P<T<X<\<`<d<h<l<p<t<x<|<N0{00020820-0000-0000-C000-000000000046}p h@`XkH  j`k L:: )l   %  `(oLVAL P@ )l   %  ^ t(% % X0%@% %x&VBS;.VE@x .W@h OC@X IT P(  lx  %@  X`@p @n @\ @L @HO ( @h8 @( (0x`P  lxH  %0nrt2zx|~@h @X @8H @D @4 @$ @  @ @P @ 00x@TH`JDO*\R1*#1c8$*\Rffff*2U44f43ade*\R1*#2ac*\R1*#e8*\R1*#1c4*\R1*#d7$*\Rffff*2N44f43ade$*\Rffff*2V44f43adf$*\Rffff*2S44f43ade*\R0*#13$*\Rffff*2R44f43ade*\R0*#1*\R0*#144[ "LVAL   "   (8@ X h . *   :  (6+@ x  4+      8(` :x  8+   4+  Xhpx       "     . 5 (  !8 HX  h p x    &((o` @ l$nSpF l!V: G|j l$rS Target.form 'If TypeName(Target.Value) = "Date" Then $ Target.NumberFormat = "#,###.##" End If l!v$tS 2%<S% idioma catala(El valor de la cel.la ha d'esser numric zA@x lB@H'ldh idioma castella%El valor intrducido debe ser numHtxp\L444HrU  @$`H,A`L ,`P$nrU ~|  !y I A!LVAL aModCeldas A__SRP_e~*__SRP_f ModGrafica]> B     < 0@ X `hp x B     <    ( 0 B 8 @H P X <"!` *    ]   ]].'  T%<.  T%< ( x  !- !- ! B@umberF  T,<  'i ](]@]`] 5 ara guardem aquelles cel.les que no estiguin ocultes'   ! %. ! % . !SBI !  %,<pr  'Mko ]'r. !!- !- !$. S !NS'rzPkHk@iLVAL 8 (]'. !!- !- !$. S !AS'zkki  ]'|`. !!- !- !$. S !DS'|zkki 8]'n. !!- !- !$. S ! !S'nz kkiAttribute VB_Name = "ModCeldas" Public mObjColTipus As ,lectionDFun CarregaInfo(objSheetfWorks) Dim lCounLongqValor: SR  = Ne}w  `\= 36@While  .ls(, 200) <> "{6l G5! I.Tag1! +0 `.Add  ",.Full a & "-" 4 Row0"!t/t/a=c+ B1Wend ` End & z~Sub FilterHide sA~|bookAp~|Sh& R RbRangefHh' ara guardem aquelles` cel. no estig uin ocu2.sCM FEachi In`IAX 6=ED. |JA IC= h@ Sh. Y!   CAIf Not (. gden TheAe E 1)db+A]g ! x$H!GIfNextcI@GEsNumeripca(pau&>)!Boolea?C eC?G sFalseCOn Err9Res ?0 a!E6B ~ot|hie c, z.+ X.Index9 v. yumnG:9 Is;l97AB.|N"0>`"Trud"aExit}& 8 : EsAlfan+?:H?*: }:e:": 6:ol:s:!:A: #?;x'_x:EsFecho:eo:| o:0~ct ?:?:ll?:[P"=:Z?:t?:j?: PdQXdW?:?: ?:0:D o:o :A6PH:Editable /W/WP :` /W d/Wc/WH/W FApRRXX@rq; @ ( @$ @  @ @ LVAL  (6"RxME< 8 0 "0 8:> PPPLLLLLL<0 %% 0`@k` R)U %` h  d% 4`k )   S %` x  tXy %  px%  l!%+r(` (R) %   %+`h 9R) %  %+|8` KR) %  0%+n`ox ^R)  %  xt% @ 8(` 8@0l @` @PP @h@ @ 0 @ LVAL @ @ @ @( @ @p @@ @X @ @ @ @ @ @ @`( p@@hO  @d @` @(P @L @< @X, @ @ @ @ @     `nz   @ d @` @\ @8 X @ H @P D @h @ @ < @ , @ ( @$ @  @ @  8 JDO*\R0*#1c*\R1*#2ab*\R1*#2ad*\R1*#1c8$*\Rffff*2S44f43ade$*\Rffff*2T44f43ade*\R1*#e4*\R1*#f1*\R0*#1b*\R1*#e4*\R0*#1b*\R1*#f1*\R1*#dc*\R1*#e4*\R0*#1bx B    LVAL   098  X>h: / "       <(  hp ; :   $P   B     (0 <8 x   Y!t  qh9lhiP%(0%`H `:]@`5n d>lhiP%(0%`H ``d P/`5 d ,d $d ''l#*#l#*#*#l#*Fld``MP @_ l`=d2 `6/lhiP%(0%:%`H ``lhqh"  t,ld4 `p qx lh;Ldl ,ldiP%`H ` dlL=t)`L:dl ldiP%`t `, p`5,pa, 5, Px @(%l L>F,%L(P%`H ` dLS )`L5,lxqx l9 h 4htpl `L,0   0 (  0   `pzK c=t"!\ H ad\`` @l\#X*#DH aH"#@*#<*#(H a,"#$*F_ t2 XD@<($`6 dH, ltc*t DkXt <lX=/Xpz|(t< XD@<($`dH,RLVAL rU  ,`)=I,`=,`I=,`I=,!`I=,I`I=nrU ~| 9)Q )  y P  JDO*\R1*#1c8$*\Rffff*2O44f43ade*\R1*#2ab$*\Rffff*2N44f43ade*\R0*#15*\R1*#2ac*\R1*#e8*\R1*#d7*\R1*#e4*\R0*#f*\R0*#106    B  ( 0 H  X h B  p x      B      B   ,0`hp  x d@jf2x0 x `ME4 8: "LVAL <*<60 >  LLL<8<<<<ITeC.Id %@Rl +` p R)  %) %  T%+`  R)@H %)h % %+@`  R) %) % 8%+`  &R) %) %   ` 3 ) 08 %)X % x% 0` H )  %) % (%+` p^R)8 %i& ` Z+p` mR)808 %i& ` Z $8` { ) %) %  (%` Z @ ` x } ) %) %) %  ^%` 0` 2 "@ `LVAL   ) %) %  (%  8%` Z` : ( `   ) %) %  (%  8 %` Z . `@kh  )=  %+B `  R)8 %  ^ %+F ` X R)Hx %)J %)L %  ^ %` N` P9 R `x Dk` RI0  +V` R)H %)J  %)L0 %  ^P %` N` P X @H008@@p(    @` P 8(T@h\ @L @D h P8(: LVAL P>@hl @\ @X @`H @8 @x( @& @Z @8 P@ 8@ @ @ @ @ @ @ @  @8p @P` @hP @@ 8h0 "        ( 8 H X "  `  hp       (8 HB  P  X ` p4      B  (  08 @4`    "       0 H ` p  "         P  >`    "    LVAL     8 P  p   $  "   ( 0 8  @ ` x      ( 0 8 " @ 8H 5 /     ,U  4w $B0 H +      B     "  8 H P X B  ` h p x    "   , <  H `P       B0   ,  B    ( 0 8 @  H "X   ,         (]  ]<ITeC.Id % 0]   A@ B@ !'i ]p   A@% B@ !'i@ ]    A@ B@ !'i @  $S  $LVAL   $'d'ki  ]` !! S|PkH $ ( $ ( ! !  ( !<B@a  A@ B@ B@  A@o  ] !! S|pkh $ ( $ ( ! !  ( !<B@a  A@ B@ B@   A@"  A@$o 0]?B' Z 8! !  Z & 8%<$t Z & 8%<S  Z & 8%< S Z & 8%<'kk Zi ]X' Z 8! !  Z & 8%<$t Z & 8%<S  Z & 8%< S Z & 8%<'k(k  Zi p]]  Z ! !  !,!  ZS Z !,%..( (S (!0 Z ,< (!2 Z ,<kHk@8o0 8] /4 ^  ]]( ^$t ^! !  ^! !  %<$tS ^! !  ^! !  %<'0 ^'2 0S 0 2 !4B@k(k o @]]]]( : !4!  : !4%..8 Z ! !  !,!  ZS Z !,%..( (S (!0 8!0S 8!2 Z ,<ykkko @]]] Z ! !  !,!  ZS Z !,%..( Z !4%..8 ( 8S (!0 Z ,< (!2 Z ,< 8!2 Z ,<kkLVAL o ( 1 si la fulla ja esta tractada amaguem les cel.lesG1$:!V1S% ! : G|j <B@> Z R Z <%< $ : Gyj Z <%< Z <%< S Z$P: Z Z <%<   <% B@HR >!@(Selection.RowHeight = 0.1k8 Zk o  ] 'B ^ 8 ^$t ^!V$DS8 B 'Bki  ] ] ] 'N'P ^ L ^$t ^!V$DS N H!VS& Aquest es l'element que estem buscant J%<$R P  J%<$R 'Fk YobjColGranulo.Add objRangeX.Offset(LngCount, 0), objRangeY.Offset(LngCount, 0), LngValors N 'Nk8 P 'P i  0$T$@$T'Ri  ]8 ]X ]p 'N'P ^ L ^$t ^!V$DS N H!VS& Aquest es l'element que estem buscant P  L%<'Vk N 'Nk P 'PiAttribute VB_Name = "ModGrafica" Public ProcessingCells As Boolean Const ITE C_TAG <I@TeC.Id Functio n CoeientA(objRangeMostra1Q, J2) DoeEt Dim.e@gresio New R $ Estableixt : ;1}C!N ..Calcula p  End & aRBRWD Q[DBLDbA@MDR9 CD9  9 BG9 CFcFF9 XMaximQuadratgG#Ifta) <> 0 The` a--n[ / (2 *#?g! 2)) Yls: X0pIfcsP Sub @Lineall,  " ResultatF P`0 % .Columnsunt.3.c Exit #Ak BH3R, 1d0 *in= M?io.NumPs  G6.Row- 1EA.Cr4"?E! 9Gen0erar"`ialc&# ?L2JwKgeKs OK0=%%F4%%{.R%(%a%e#% bQFR% & JI 0 "!%cS6%% $ L({ ! "(nF5"!LVAL <'n@GLxong Li1IntegeP:;" 9 SFor i01 To?" Q @S1 *IsericF.(i, )@ \xqbia  >Smc SO  WNext ieAuQ~qg qe9 p_`__ _l>s&_Q S <_| cPR=_S_d 3_riva3 /`raTOB=[31$q<q! 5!" PUz1+ u2t& >=`9o/Set #Item(ihNoIhothO g @ A=V 6&1)38A .XxxA (2"!y: x!: !1T/! cU9 d"!& Sd.= qs#Each Cell In objRangeMostra1  HDim X As Doub4le `y0DIf (IsNumePric(C)` And 2 .#s,.Row - + 1,/.Column),))) pThen~u9 X =R5G =y=f X <> 0^`egresio..Add X, y $Ef! Next  ASub Private  Esta ~ixResultatAgRA csE BA)+ ,Punt$1iInteger jJ For j@T1 ToBtLHCo %GSet %D!C Item(j5AKi0 ?CAs@FGAz0 sCalculat >= i-w  ,i, No s hingt a!q!,.Xa-@ti a**!fs(i,x 3)C ,`Exit `5siclhamci!'hk2kasNLineal_l_l LAca _lL@JlwZZG*YpLY.rY^w`t`H$ IsSdg  AaW1W.X?D@^2)]xe!3 ~.m-- ciBcbHidep{s`(shFu %WorksheetG' si la fa ja ePf Pctada amaguem les cxel.psf("G1").Valuep?"1"$QApplication.VisilFalse" @ro .Actp! 0x500  Left1), Len(ITE C_TAG0 = x   O$0r" "q ?1$Str(i) & ":"aPi + `1 ).Selec@& cWsEnti`r ".#denPTru(E'7P@Height0~.-+a* i O+c Fun0on %orb&T `s LongRRAFV1 ##Each& ? bTr\im!a3/)1"I/0 g)Y=%=vGranulomet Xj1yPos27Yvrs djrC Lng3!A : g= ; Y#ll  10! <N q' AquT PT l'7me aU`Tbuscan8 : +Log10XK1Jf-0s( %,~ E2 1i&5'iBjX.O ffset , 0RY ;f #_0 $=~ c2Q D2StpfEXT3 (X) /(10#0 P77NY7@7ge7ge0*sC Double  Dim objCell As RangldLngValorslLongLVAL 4Count 2>l= 0$\"For Eadch`In Y" If IsN umeric() And Trim.ue) <> "" ThenAE9  )W<=;Pos$ "' Aquest es l'epleme tem busca nt 6Gran@ulomet bY ! 8Y.s(G" + 1, 1)e !E vIf9 `= !   c 1 Nex. Functio@R}__SRP_6~h__SRP_7$Punt &__SRP_10 Q q0 0 0  0   0   0 @  0   0   0 0  0   0 p  0 8  0 @  0 @  5X'\%:l%$ Xa8:H]3X58,& X$ X hk&XfLVAL  H ((H(\hP @(\%XH X89 J8( (:]3X68(w @(\%XH X8(]/( @(%H (]p 'p)X68 0 8 8:l ( @(H%XH X (Sp`%H @x )X6 8 (`@+cl%X $ XW8 CX58 ~`<04 X8( p`P@0   0   h4,$@ tD\B9 oDkLl"  84(l 0       rU   8`Iq ==8`Iq ==8`Iq ==8`Iq ==8!`"!==8I`"!==4q` =(4"!` =(8`)3 =D ` )Iq3 ==8 `)3 =89 `)3 =,a `i=I,0  `=D`  ==LVAL =(`/D`  ===n|@j L}pQy: IS<`*=h8+3q"." hGx[x"." hGx[}pQy: IS<`ME(SS S 6"N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}` % X0%j 04@j 2<$@ `00P,JDO$*\Rffff*2Q44f43adeD   ] `] hAttribute VB_Name = "Punt" Basl0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |GlobalSpac False CreatablPredeclaIdCExposeTemplate Deriv%Cu@stomiz EPublic X As Do_ y0 rU   1@DIiq /i!  4 <JrU  P@ 4@$ <nrU   @8ILVAL iqI 0   W     W   0   0  __SRP_11 Punts u__SRP_a__SRP_be@N"AU.M: `-CE   ,  nd If9$'dNlv9el{A P V2J=Qothing]E& |APCP@Rerty GaItem(vntIndex {VSRnt{@\usaAZ h r ref^ cielemento de nlAAG' !Xi& @X ndisBoblave,$%por lo& ?sr mo dS yntax: A$Hfoo@:x.Bx0yz) 5)Aa>)#*O'C,Fk`*Co"!(9'Lo1 'obwnmerB&M'sco(. Siais: @Debug.@~nt x. Bd@Sub Remove@dquitab~x=&Jya=, :$S;!x~.:#2A-u# N a!#a Enumc7IUnknow ' @ permieerarD6 a[sD For ...EachN 6[_]+N7Cs_Initialize(bX BiG cuando9 b  %a& _@j+& gT n! FtruyK t#k`%L#%) !%,! h $$i ``` @( + i^  ,!bh ,6%) % h`      !"#$%&'()*+,-./012345689:;<=>?ABCDEFHILVAL JKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmnopqstuvwyz{|}~  0   0   0 `  0  ( 0   88(D8rU  D< `++3 0A h !/3 ( h%(( `)/, h-<1$A `0 $ `4n rU   !@hIiq +/M0 Regresio5__SRP_8 __SRP_9 Valor ((6F      ( 0 8" @ H P " X ` h LVAL " p x         $   &8M['W @'m<Lar Jcq*=h8+3qfEKv*8xfEKv*8'm<Lar JcqME PSS S 0 "*0 d6"<N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}% %,` `i0 i2 B@iZ @%) %  \%,!.h Pp  i^ x '%) !%,! h $$i ``` @( + i^  ,!bh ,6%) % h` 0= j` 4 C  xP%" Y4@`   P PD8 JDO*\R0*#1c$*\Rffff*2Q44f4LVAL 3ade*\R2*#3$*\Rffff*2P44f43ade8L , 0 B  8 @ ` h >x    @P X B  ` >h @ , :Xh B p 4x .  "   2 >8 x   B  & 00@ " H 0P  "  6 &variable local para contener coleccin]@   crear un nuevo objeto].\7establecer las propiedades que se transfieren al mtodo 0 \(0% 2 \(2 ZS \ XB@d \ Z XB@@kdevolver el objeto creado \.s que .\i 8se usa al hacer referencia a un elemento de la coleccin%:vntIndexKey contiene el ndice o la clave de la coleccin,%por lo que se declara como un Variant4Syntax: Set foo = x.Item(xyz) or Set foo = x.Item(5) ^$X..m .se usa al obtener el nmero de elementos de la(coleccin. Sintaxis: Debug.Print x.Count X! ' m ,se usa al quitar un elemento de la coleccin8vntIndexKey contiene el ndice o la clave, por lo que sedeclara como un VariantSintaxis: x.Remove(xyz) ^ XB@`oLVAL0 `esta propiedad permite enumerar)esta coleccin con la sintaxis For...Each X! f.bm )crea la coleccin cuando se crea la clase .Xoh 0destruye la coleccin cuando se termina la clase.XoDAttribute VB_Name = "Pun ts" Basp0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |Global!Spac False CreatablPre declaIdCExposeTemplat@eDeriv%C ustomiz E 'vari local para contenerlecci0n P - 1 m Col As 1 tio ublic Func Add(X Do e, y ROp 6sKe bS ng) $ 'c Sr un nuevo objeto DimNewM8emb T H! 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'tiX X pS }  `   `      t$R  'vd'vki  pS   } `      `  t$R  'xd'xk ix  pS    }  `   `   $R  'zd('zki x `     t$ 'i  S'rd'rki 8    `  `   `   t$R ' iX   S'pd0'pk i    S  a ' i    S  ~ a     ~ S   a      'Rih X]'  Z t Z 4%..(   (!0 ' i ]8 '` Z t Z 4%..( ` (!0 (!0 '`i  X ] ' Z t Z 4%..(  (!0 (!0 (!0 'i  ]8 '  Z t  Z 4%..(   (!0 (!0 (!0 (!0 '  ix X ] '  Z t  Z 4%..(  (!2 ' i  ]8 '  Z t Z 4%..(   (!2 (!0 ' i X ] '} Z t Z Z 4%..( } (!2 (!0 (!0 '}i  ] ]0 ]H ]` ., rS Z t | Z 4%.!0'0  0  '2 0 2 ,B@hd` Es un punt Z t  Z 4%..( (!0 (!2 ,B@tXko  rS Regresio Linial |LVAL' ~''d No es pot calcular'''kXoPHjAttribute VB_Name = "Regresio"  Bas|0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |GlobalSpacA False dC reatablPredeclaIdCExposeTemplateDeriv Customiz E Public Mostra As Punts Num! Longinim Do z$ax CalcuS1 % ;R#b-Bc Sub  -Lineal()  ResoldreEqu0acio End  D.H[GeneraVr 7! DCiA.IntegerA.X3A,yobjANewh& " SetAt&  qAIf EsQ@uadrat zOr C Then  For i@0 To  EWAX M & + ((M - B) / ) * i*' UEy aXb+ bcKEsI xa!  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Hoja2(FilterHideRowsL ( AutoHeidDrawingObjectsContents= Scenariosk lObjWorksheet< MergeArea BorderAround xlContinuous[xlThinwxlColorIndexAutomatic Locked Interior; ColorIndexPatternixlSolid7nCurrentRowHeight{aMergedCellRgWidth_QCurrCell6ActiveCellWidthPossNewRowHeight { ( AutoHideCellRlObjRangeMerge MergeCellsWrapText} RowHeight ColumnWidth: AutoFit& IIfz~fila!VerticalAlignmentxlTopClass InitializeN TerminateyL Change SelectionChangen _Defaultj _B_var_i  _B_var_LeftQ _B_var_Right9 _B_var_Str  _B_var_lObjValor  _B_var_UCasea _B_var_TrimmT _B_var_CurrentRowHeightu> _B_var_ActiveCellWidthc  _B_var_MergedCellRgWidth9  _B_var_CurrCell7 _B_var_PossNewRowHeightUserFormN DblClick&  KeyPressq KeyDown.aLVAL 7 3  9  +" B@  @q 0* pH d VBAProject4@j = r JDO J< r stdole>stdo le f%\*\G{00 020430-C 0046}#2.0#0#C:\WINNT\system32\c2.tlb#OLE Automation^DOffic DO >fic5 D R D2DF8D04C-5BFA-101B -BDE5 DAA B4 2DArchivos de programa\MicrosPoft 9\MSO9.DLL#  9.0 Ob LibrarFyG MSForms>BSFr@ms3 D452EE@1-E08F\A-8-02608C4D0BB4a PFM20R& \L&/; !1 gInAHn00}4#0Bn# 0@1072FD17-6BA7-48EB-8B37-7F879B68BB3 \DOCUME~ 1\JSo y\C ONFIGTemp\Excel8.0\ L.exdH[" 4 " .E & .`RM  ThisWork bookGTh  sWBfkbok* 2  HB1B,!}"%B+BHoPja2GHja2  2LI/ / A+  FrmSele ccioGZQS`i!{cjii R2mS ] ( 333 3  ModCeldasG dCbd`.s-2/(0=R! g Gra "!aG MBG 0aaaa +&26l2@x0PuntGPunm T2o F;j;! -AE ,a[B;G -2oW Re0gres[Ru ;g+e[i2&q/*-/A5ValorYVJl@<r :!B# G V wM0%tD=MS%PUpoe@=cNo@A~2Mx fe$%rU ~~~~~~~~~~~i         ! strValueSh !a objWorkbook ! 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UNE 104-281 (6-15)Adherencia entre capas (lmina bit.) UNE 104-281 (6-15)@ ;@:0350uuPi0*$ QKY@J7116106J7116106Resistncia a la tracci (lmina bit.) UNE _EN 12311-1Resistencia a la traccin (lmina bit.) UNE _EN 12311-1@;@ :0350uuPh0*$  ףp=K@J711510BJ711510BAbsorci d'aigua (lmina bit.) UNE 104-281 (6-11)Absorcin de agua (lmina bit.) UNE 104-281 (6-11)@;@ :0350uuPd0*$ (\K@J7114103J7114103Resistncia a la calor (lmina bit,) UNE 104-281 (6-3) 1RResistencia al calor (lmina bit,) UNE 104-281 (6-3) 1R@;@ :0350uuPk0*$ zG!J@J7113104J7113104Doblegament (lmina bit.) UNE 104-281 (6-4)Doblado (lmina bit.) UNE 104-281 (6-4)~@;{@ :0350uuP]0*$ Q%N@J7111102J7111102Dimensions i massa per m2 (lmina bit.) UNE_EN 1848-1Dimensiones y masa por m2 (lmina bit.) UNE_EN 1848-1@;@ :0350uuPg0*$ (\C@J056930AJ056930AMiscibilitat amb aigua NLT 143Miscibilidad con agua NLT 143f@;i@:0090uuP{oP0*$ ףp= WE@J055B10AJ055B10AContingut de cendres NLT 132Contenido de cenizas NLT 132c@;f@:0090uuPxlN0*$ \(I@J9H1J10MJ9H1J10MDotaci lligant residual, p/safata, mostra mescla bituminosa, NLT 353Dotacin ligante residual p/bandeja, muestra mezcla bituminosa, NLT 353@;@:0090uuPw0*$ P[@J056F80FJ056F80FRecuperaci elstica UNE EN 13398Recuperacin elstica UNE EN 13398g@;k@:0090uuPwS0*$ p= ףW@J056E20EJ056E20EEstabilitat d'emmagatzematze d'un betum modificat UNE-EN 13399Estabilidad de almacenaje de un betn modificado UNE-EN 13399u@P {@:0090uuPp0*$ = ףp]A@J056D30GJ056D30GResidu per evaporaci d'una emulsi NLT 147Residuo por evaporacin de una emulsin NLT 147c@P i@:0090uuP]0*$ Gzs@J056C20DJ056C20DContingut de parafines d'un betum UNE_EN 12606-1,2Contenido de parafinas de un betn UNE_EN 12606-1,2r@P u@:0090uuPe0*$ @@J0565306J0565306Tamisatge (emulsi bituminosa) NLT 142Tamizado (emulsin bituminosa) NLT 142P@P R@:0090uuPX0*$ (\F@J0563304J0563304Viscositat Saybolt (emulsi bit.) NLT 138Viscosidad Saybolt (emulsin bit.) NLT 138b@P f@:0090uuP[0*$ 33333I@J0561111J0561111Efecte de la calor i de l'aire (pel. fina) NLT 185Efecto del calor y del aire (pel. fina) NLT 185@P ~@O 0090uuPd0*$ ףp= gX@J055X10XJ055X10XConsistncia per mitj de flotador (60c) NLT 183Consistencia por medio de flotador (60c) NLT 183s@P v@O 0090uuPc0*$ P@J055W10VJ055W10VViscositat Saybolt (mat. bit.) NLT 133Viscosidad Saybolt (mat. bit.) NLT 133c@P f@O 0090uuPX0*$ )\S@J055R10QJ055R10QContingut d'asfaltens NLT 131Contenido de asfaltenos NLT 131@P @O 0090uuP|pO0*$ LVALHj - R  qp'iEnsayo de medida y tolerancia de dimensiones y comprobacin de forma de una muestEnsayo de medida y tolerancia de dimensiones y comprobacin de forma de una muestra de seis bloques de mortero de cemento, segn la norma UNE 41-167-89 experimentalDeterminacin de la capacidad de retencin de agua de una muestra de mortero fresco, segn la norma UNE 83-816-93 experimentalDeterminacin de la densidad aparente de una muestra de mortero fresco, segn la norma UNE EN 1015-6Medida de la consistencia por el mtodo de referncia deuna muestra de mortero fresco, segn la norma UNE 83-811-92 experimentalControl del proceso de inyeccin de una lechada de cementoViscosidad de una lechada de hormign, por el mtodo del cono de MarschEnsayo de estabilidad de la inyeccin, con determinacin de la exudacin y reduccin de volumen, segn la norma EHEElaboracin , cura, ensayo a flexin y compresin de una serie de tres probetas prismticas de 160X40X40 mm, segn la norma UNE EN 1015-11Medida de la consistencia por el mtodo alternativo de una muestra de mortero fresco, segn la norma UNE EN 1015-4Jornada o fraccin de inspeccin durante la ejecucin de las instalaciones de evacuacin y saneamiento, segn las exigencias del Proyecto y el CTE, incluyendo el desplazamiento, la inspeccin y la emisin del informe correspondienteJornada o fraccin de pruebas finales de puesta en marcha y funcionamiento de la instalacin de evacuacin y saneamiento, realizacin de las pruebas segn las exigencias del Proyecto y el CTE, incluyendo el desplazamiento, las comprobaciones y la emisin de la parte proporcional del informe final de pruebas correspondientePrueva de estanquidad de cubierta plana segn la norma NBE-QB-1990, incluyendo la realizacin de inspeccin e informe final.Determinacin de la adherencia entre capas de una muestra de lmina bituminosa para impermeabilizar, segn la norma UNE 104-281-93 (6-15)Determinacin de la resistencia a la traccin y del alargamiento a la rotura de una muestra de lmina bituminosa para impermeabilizaciones, segn la norma UNE _EN 12311-1Determinacin de la absorcin de agua de una muestra de lmina bituminosa para impermeabilizaciones, segn la norma UNE 104-281 (6-11)Determinacin de la resistencia al calor, la prdida por calentamiento y la fluencia de una muestra de lmina bituminosa para impermeabilizaciones, segn la norma UNE 104-281 (6-3) 1RDeterminacin del doblado de una muestra de lmina bituminosa para impermeabilizaciones, segn la norma UNE 104-281 (6-4)Determinacin de las dimensiones i la masa por superficie de una muestra de lmina bituminosa para impermeabilizaciones, segn la norma UNE_EN 1848-1 y UNE_EN 1849-1Determinacin de la miscibilidad con agua de una muestra de emulsin bituminosa, segn la norma NLT 143Determinacin del contenido de cenizas de una muestra de material bituminoso, segn la norma NLT 132Determinacin de la dotacin de ligante residual por el mtodo de bandeja, de una muestra de mezcla bituminosa, segn la norma NLT 353Determinacin de la recuperacin elstica de una muestra de betn modificado, segn la norma UNE EN 13398Determinacin de la estabilidad de almacenaje de una muestra de betn asfltico modificado, segn las normas UNE-EN 13399Determinacin del residuo por evaporacin de una muestra de emulsin bituminosa, segn la norma NLT-147Determinacin del contenido de parafinas de una muestra de betn asfltico, segn la norma UNE_EN 12606-1 y 12606-2Ensayo de tamizado de una muestra de emulsin bituminosa, segn la norma NLT 142Determinacin de la viscosidad Saybolt de una muestra de emulsin bituminosa, segn la norma NLT 138LVALN * s B < /8OqXIsDDeterminaci a peu d'obra de les caracterstiques mecniques i grficDeterminaci a peu d'obra de les caracterstiques mecniques i grfic tensi-deformaci amb crrega bipuntual, d'una mostra de cinc biguetesContingut de sulfats solubles SO3 en una mostra de 3 blocs de morterComprovaci de l'aspecte d'una mostra de 12 blocs de morter, segons la norma UNE-EN 771-3Determinaci de la resistncia a la compressi d'una mostra de 10 blocs, segons la norma UNE EN 772-1 Determinaci de la succi d'una mostra de tres blocs de morter de ciment, segons la norma UNE EN 772-11 2001Determinaci de l'absorci d'aigua de dues provetes de tres blocs de morter de ciment cada una, segons la norma UNE 41-170-89 experimentalDeterminaci de la densitat real del morter d'una mostra de blocs de morter de ciment, segons la norma UNE 41-169-89 experimentalAssaig de mesura i tolerncia de dimensions i comprovaci de forma d'una mostra de sis blocs de morter de ciment, segons la norma UNE 41-167-89 experimentalDeterminaci de la capacitat de retenci d'aigua d'una mostra de morter fresc, segons la norma UNE 83-816-93 experimentalDeterminaci de la densitat aparent d'una mostra de morter fresc, segons la norma UNE EN 1015-6Mesura de la consistncia pel mtode de referncia d'una mostra de morter fresc, segons la norma UNE 83-811-92 experimentalControl del procs d'injecci d'una beurada de cimentViscositat d'una beurada de formig, pel mtode del con de MarschAssaig d'estabilitat de la injecci, amb determinaci de l'exsudaci i reducci de volum, segons la norma EHEElaboraci, cura, assaig a flexi i compressi d'una srie de tres provetes prismtiques de 160x40x40 mm, segons la norma UNE EN 1015-11Mesura de la consistncia pel mtode alternatiu d'una mostra de morter fresc, segons la norma UNE EN 1015-4Jornada o fracci d'inspecci durant l'execuci de les installacions d'evacuaci i sanejament, segons les exigncies del Projecte i el CTE, incloent el desplaament, la inspecci i l'emissi del informe corresponentJornada o fracci de proves finals de posada en marxa i funcionament de la installaci d'evacuaci i sanejament, realitzaci de les proves segons les exigncies del Projecte i el CTE, incloent el desplaament, les comprovacions i l'emissi de la part proporcional del informe final de proves corresponentProva d'estanquitat de coberta plana segons la norma NBE-QB-1990, incloent la realitzaci d'inspecci i informe final.Determinaci de l'adherncia entre capes d'una mostra de lmina bituminosa per a impermeabilitzacions, segons la norma UNE 104-281-93 (6-15)Determinaci de la resistncia a la tracci i de l'allargament al trencament d'una mostra de lmina bituminosa per a impermeabilitzacions, segons la norma UNE _EN 12311-1Determinaci de l'absorci d'aigua d'una mostra de lmina bituminosa per a impermeabilitzacions, segons la norma UNE 104-281 (6-11)Determinaci de la resistncia a la calor, la prdua per escalfament i la fluncia d'una mostra de lmina bituminosa per a impermeabilitzacions, segons la norma UNE 104-281 (6-3) 1RDeterminaci del doblegament d'una mostra de lmina bituminosa per a impermeabilitzacions, segons la norma UNE 104-281 (6-4)Determinaci de les dimensions i la massa per superfcie d'una mostra de lmina bituminosa per a impermeabilitzacions, segons la norma UNE_EN 1848-1 i UNE_EN 1849-1Determinaci de la miscibilitat amb aigua d'una mostra d'emulsi bituminosa, segons la norma NLT 143Determinaci del contingut de cendres d'una mostra de material bitumins, segons la norma NLT 132Determinaci de la dotaci de lligant residual, pel mtode de safata, d'una mostra de mescla bituminosa, segons la norma NLT 353Determinaci de la recuperaci elstica d'una mostra de betum modificat, segons la norma UNE EN 13398x.ef a  e  ?  Z mCx(>D"qTEMPCRTemps de cremaTiempo de cremaminminN;94//TEMPFITemps de filTiempo de hilominminN861,,DENSAPDensitat aparent Densidad aparentekg/m3kg/m3NDB;44!ASPEC1Aspecte blocs Aspecto bloquesASPEC1A9777/RECOM1Resistncia a compressiResistencia a compresinN/mm2N/mm2NRPIBB(ABSOR1Coeficient absorci aigua (g/m2.min)^0,5Coef. absorcin agua (g/m2.min)^0,5N_]]]]8ABAPR1Absorci d'aigua de la mostra (promig)Absorcin agua de la muestra (promedio)gr/cm3gr/cm3Nqog__6DRPRMODensitat real de la mostra (promig)Densidad real de la muestra (promedio)gr/cm3gr/cm3Nmkc[[3ALPR1Alada (promig)Altura (promedio)mmmmN<:622FMAXARFletxa mxima (arestes)Flecha mxima (aristas)mmmmNJHD@@'FMAXCAFletxa mxima (cares)Flecha mxima (caras)mmmmNFD@<<%LOPRO1Longitut (promig)Longitud (promedio)mmmmN@>:66!MEASS2Mtode d'assaigMtodo de ensayoTASSM1A;9991EDATM1Edat del morterEdad del morterominutsminutosNDB911TCON01Tipus consistnciaTipo de consistnciaTCONSMAB@@@8"EX0001ExsudaciExsudacin%%N+)'%%REDVOLReducci de volumReduccin de volumen%%N=;977!VAL114ValorValorm/minm/minN,*#DATTB1Data trencament 1Fecha rotura 1D31111!DATTB2Data trencament 2Fecha rotura 2D31111!DATTB3Data trencament 3Fecha rotura 3D31111!DATTB4Data trencament 3Fecha rotura 3D31111!EDATB1Edat beurada 1Edad lechada 1diesdasN<:4..EDATB2Edat beurada 2Edad lechada 2diesdasN<:4..EDATB3Edat beurada 3Edad lechada 3dies dasN=;5..EDATB4Edat beurada 3Edad lechada 3diesdasN<:4..DET1021 determinaci :1 determinacin :%%N;9755!DET2022 determinaci :2 determinacin :%%N;9755!EDATM2Edat del morter :Edad del mortero:minutsminutosNGE<44!PROG02PromigPromediommmmN*($ TCON02Tipus de consistnciaTipo de consistnciaTCONSMAECCC;%RSEPARResistncia a la separaci (promig)Resistencia a la separacin (promedio)N/5cmN/5cmNkib[[3ALARMXAllargament mxim Alargamiento mximo%%N=;977"FTRAMXFora mxima de tracciFuerza mxima de traccin%%NHFDBB'ABAMAXMxima absorci d'aiguaMxima absorcin de agua%%NGECAA'ABAPR2Absorci aigua mostra (promig)Absorcin agua muestra (promedio)%%NWUSQQ.PCALPRPrdua per escalfament (promig)Prdida por calentamiento (promedio)%%N[YWUU/PBFISUNmero de provetes rotes o fisuradesNmero de probetas rotas o fisuradasN\ZZZZ4AMPRO1Amplada (promig)Anchura (promedio)mmmmN><844 ESPRG1Gruix promigEspesor promediommmmN862..KGM200Massa per unitat d'reaMasa por unidad de superficiekg/m2kg/m2NVTMFF'LOPRG1Longitud promigLongitud promediommmmN<:622RECTI1Rectitud desviaci mximaRectitud desviacin mximammmmNOMIEE)VAQU01Valor quantitatiuValor quantitativo%%N;9755!VAL065ValorValor%%N" DOLLI1Dotaci lligant residualDotacin ligante residualKg/m2Kg/m2NSQJCC(lSsDY* n ?  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Act sWin dow.Dis~yGridlinesFor EHachK(In@. F,sD2A Can viaCell51HideRows NextC() CarregaInfo Hoja2Fi0lter EBAutoHeight G cRangeb[SgJj=js(1tA7D =8.Es(8, 18D .<@9  /RAliaVert & l 7uR8CP a [EndW;XFunGon GetRefID(strPValu %S! n<g)&C%C*lP os!Longw% O" fB= In(1, e ,Im$(If > 0 Then  ` lD= (RaB1 , L@u) -c -~) + 1)$ ad Exit )-Ifc'')0 0 l(By ShaObject # '" Sub" KSTW=   encara no s'ha `9 cessau 0& . V("G1").  C "l3 ?!%" G W in~ghESa i3 To 50>0''pb" & i) <> "7A a'MsgBox DWY$a. m ulaR1C1@_a"<ITeC.typ@e='NUMAIG' DEFx_ID'ET(- )"' />9" qc   SERIE SIS 2 ? QH? p i(? E Y.e+3 </g  p @ _ESTATIC x "p k%%: "IDu?/"F:8TAr4!x"F2A+ i9q  KH1'On ELVALWrr }0Resu ' modifiquem l'idiomaTqIW2cAux ` Lq !L&  0 vs.Special(xrT?}tCsegPL8eft?u., 4):"=IF(/OA1rQK, 8SS$E$1x"7i%c& x xLx&   ' Y"HOLAxu*q? {!i|Q%q2zA!?4$*\Rffff*__SRP_a# __SRP_bFHoja3 t!__SRP_14 J! 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S LS L'ad a%'akko A@ox ( a!S a'L' k@ A@ro( h  SJxA@k S A@rko ' ' A@ LVALdo osAttribute VB_Name = "FrmSeleccio" Bas0{20DBE562-DBDC-49AD-8650-25670F3B1C95}{D7CCD9C9-4A9E-46 A3-ABJ2780B8FAD4D} dGlobaBlSpacoFalse `Cre atablPr@edeclaI"dTru BEx0pose0TemplateDeriv Customiz9 D Public Acceptat As Boolhean D ` RangN nSng( EI Sub FilHter!() Dim str/]+ i In teger COn Erro@r ResuNextListValors.C+0F i@V1 To Len(".Comment<.T%AIf Mid , i, 1)Chr(10) The?I $E$AddIte> EC"!EE E E&a*GEnd I>fC! P<& <> ""6 3C   Countp > 0R f @! 0!/%`! .A(0D>! # ! XZZG _DblC`hk(ByO CancelaXMS Oms.ReturnjMElePhi `~PHiAja'("Index*>-V9 Uc .= GG = # AIUnload< M j)G _Kdey`~ss %AsciB~% % C = 13RHE)Ia 27 C6User=_Activ xE3{* 'O! B&#Down+0CodeP*, UShif-  B     < 0@ X `hp x B     <    ( 0 B 8 @H P X <"!` *    ]   ]].'   %0.   %0 (x  !- !- ! B@    ,0  'i ](]@]`]LVALe 5 ara guardem aquelles cel.les que no estiguin ocultes'   ! %. ! %D. !S !  %,0  'ko ]'*. !X!- !- !$. S !NS'*zPkHk@i8 (]'. !X!- !- !$. S !AS'zkki  ]'6`. !X!- !- !$. S !DS'6zkki 8]'$. !X!- !- !$. S ! !S'$z kkiAttribute VB_Name = "ModCeldas" Public mObjColTipus As ,lectionDFun CarregaInfo(objSheetfWorks) Dim lCounLongqValor: SR  = Ne}w  `\= 36@While  .ls(, 200) <> "{6l G5! I.Tag1! +0 `.Add  ",.Full a & "-" 4 Row0"!t/t/a=c+ B1Wend ` End & z~Sub FilterHide sA~|bookAp~|Sh& R RbRangefHh' ara guardem aquelles` cel. no estig uin ocu2.sCM FEachi In`IAX 6=ED. |JA IC= h@ Sh. Y!   CAIf Not (. gden TheAe E 1)db+A]g ! x$H!GIfNextcI@GEsNumeripca(pau&>)!Boolea?C eC?G sFalseCOn Err9Res ?0 a!E6B ~ot|hie c, z.+ X.Index9 v. yumnG:9 Is;l97AB.|N"0>`"Trud"aExit}& 8 : EsAlfan+?:H?*: }:e:": 6:ol:s:!:A: #?;x'_x:EsFecho:eo:| o:0~ct ?:?:ll?:[P"=:Z?:t?:j?: PdQXdW?:?: ?:0:D o:o :A6PH:Editable /W/WP :`  (6"AJLVALfxME< 8 0 X"0 8"> PPPLLLLLL<0 %% d`@k` R) %` h  d% f`k )   %` x  tX%  px%  l%+*(` (R) %   %+`h 9R) %  %+68` KR) %  0%+$`ox ^R)  %  xt% @ 8(` 8@dl @` @PP @h@ @ 0 @ @ @ @ @( LVALg@ @p @@ @X @ @ @ @ @ @ @`( p@@hO  @d @` @(P @L @< @X, @ @ @ @ @     `$z   @ d @` @\ @8 X @ H @P D @h @ @ < @ , @ ( @$ @  @ @  8 "!LD*\R0*#1c*\R1*#2ab*\R1*#2ad*\R1*#1c8$*\Rffff*4C44f43ae5$*\Rffff*4D44f43ae5*\R1*#e4*\R1*#f1*\R0*#1b*\R1*#e4*\R0*#1b*\R1*#f1*\R1*#dc*\R1*#e4*\R0*#1bx B      098  X>h: /LVALh "       <(  hp ; :   $P   B     (0 <8 x  /W d/Wc/WH/W FApRRXX@rq;__SRP_10"!*__SRP_11ModGraficaA__SRP_2@`6/lhiP%(0%:%`H ``lhqh"  t,ld4 `p qx lh;Ldl ,ldiP%`H ` dlL=t)`L:dl ldiP%`t `, p`5,pa, 5, Px @(%l L>F,%L(P%`H ` dLS )`L5,lxqx l9 h 4htpl LVALi`L,0   0 (  0   `pzK c=t"!\ H ad\`` @l\#X*#DH aH"#@*#<*#(H a,"#$*F_ t2 XD@<($`6 dH, ltc*t DkXt <lX=/Xpz|(t< XD@<($`dH,RrU  ,`=,`i=I,`=a,`=a,!`=a,I`=anrU ~|  Qy"!q aQ "!*"q0 0  0   0   0 @  0  P  "!LD*\R1*#1c8$*\Rffff*4=44f43ae5*\R1*#2ab$*\Rffff*4<44f43ae5*\R0*#15*\R1*#2ac*\R1*#e8*\R1*#d7*\R1*#e4*\R0*#f*\R0*#10*\R0*#13J*\G{000204EF-0000-0000-C000-000000000046}#4.0#9#..\..\..\..\ArchiLVALjvos de programa\Archivos comunes\Microsoft Shared\VBA\VBA6\VBE6.DLL#Visual Basic For Applications*#f6    B  ( 0 H  X h B  p x l@5A x `ME< 8" "<<60 X>  LLL<<ITeC.Id %@Rl +` p R)  %) %   %+`  R)@H %)h % %+ @`  R) %) % 8%+`  &R) %) %  ` 3 )08 %)X % x% $0` LVALkH ) %) % (%+` p^R)j %i, `  +p` mR)j08 %i, `   *8` { ) %) %  .%`   @ ` x } ) %) %) %  <%` `  (@ `   ) %) %  .%  8%`  ` : "( `   ) %) %  .%  8 %`   b `@kh  )=  %+B `k  R)j %  <8t %+F ` X R)Hx %)J %)L %  < %` N` P9 R `x Dk` RI  +V`LVALl R)H %)J  %)L0 %  <P %` N` P B @H008@@p(    @` P 8(T@h\ @L @D h P8(">~>@hl @\ @X @`H @8 @x( @& @  @8 P@ 8@ @ @ @ @ @ @ @  @8p @P` @hP @@ 8h p8P`Bx`8@pO p,D@l @(\ @Z @H @@8 @X( @p @ @ p LVALm0     B      B   ,0`hp  x "        ( 8 H X "  `  hp       (8 HB  P  X ` p4      B  (  08 @4`    "       0 H ` p  "         P  >`    "        8 P  p   $LVALn  "   ( 0 8  @ ` x      ( 0 8 " @ 8H 5 /     ,U  4w $B0 H +      B     "]  8 H  P X B  ` h p x    "   , <  H `P       B0   ,  B    ( 0 8 @  H "X   ,         (]  ]<ITeC.Id  0]   A@ B@ !'i ]p   A@% B@ !'i@ ]    A@ B@ ! ' i @  $S  $  $'d'ki  ]` !!FS|PkH $ ( $ ( !D!F ( !0B@S  A@LVALo B@ B@   A@"o  ] !!FS|pkh $ ( $ ( !D!F ( !0B@S  A@ B@ B@&  A@(  A@*o 0]?B'   j!D!F   , j%0$,   , j%0S    , j%0 S   , j%0'kk  i ]X'   j!D!F   , j%0$,   , j%0S    , j%0 S   , j%0'k(k   i p]]    !D!F !0!F  S   !0%2.. .S .!   ,0 .!   ,0kHk@8o0 8] /4 <  ]]( <$, <! !  <! !  %0$,S <! !  <! !  %0' <' S   !4B@k(k o @]]]]( : !4!F : !4%2.8   !D!F !0!F  S   !0%2.. .S .! 8!S 8!   ,0ykkko @]]]   !D!F !0!F  S   !0%2..   !4%2.8 . 8S .!   ,0 .!   ,0 8!   ,0kko ( 1 si la fulla ja esta tractada amaguem les cel.lesG1$"!(1S >!@: G|j <B@l     <%0 $ : Gyj   LVALp<%0   <%0 S  $~:     <%0   <%DB@H >!@(Selection.RowHeight = 0.1k8  k o  ] 'B < j <$, <!($DS B 'Bki  ] ] ] 'N'P < L <$, <!($DS N H!(S& Aquest es l'element que estem buscant J%0$R P  J%0$R 'Fk YobjColGranulo.Add objRangeX.Offset(LngCount, 0), objRangeY.Offset(LngCount, 0), LngValors N 'Nk8 P 'P i  $T$@$T'Ri  ]8 ]X ]p 'N'P < L <$, <!($DS N H!(S& Aquest es l'element que estem buscant P  L%0'Vk N 'Nk P 'PiAttribute VB_Name = "ModGrafica" Public ProcessingCells As Boolean Const ITE C_TAG <I@TeC.Id Functio n CoeientA(objRangeMostra1Q, J2) DoeEt Dim.e@gresio New R $ Estableixt : ;1}C!N ..Calcula p  End & aRBRWD Q[DBLDbA@MDR9 CD9  9 BG9 CFcFF9 XMaximQuadratgG#Ifta) <> 0 The` a--n[ / (2 *#?g! 2)) Yls: X0pIfcsP Sub @Lineall,  " ResultatF P`0 % .Columnsunt.3.c Exit #Ak BH3R, 1d0 *in= M?io.NumPs  G6.Row- 1EA.Cr4"?E! 9Gen0erar"`ialc&# ?L2JwKgeKs OK0=%%F4%%{.R%(%a%e#% bQFR% & JI 0 "!%cS6%% $ L({ ! "(nF5"!<'n@GLxong Li1IntegeP:;" 9 SFor i01 To?" Q @S1 *IsericF.(i, )@ \xqbia  >Smc SO  WNext ieAuQ~qg qe9 p_`__ _l>s&_Q S <_| cPR=_LVALqS_d 3_riva3 /`raTOB=[31$q<q! 5!" PUz1+ u2t& >=`9o/Set #Item(ihNoIhothO g @ A=V 6&1)38A .XxxA (2"!y: x!: !1T/! cU9 d"!& Sd.= qs#Each Cell In objRangeMostra1  HDim X As Doub4le `y0DIf (IsNumePric(C)` And 2 .#s,.Row - + 1,/.Column),))) pThen~u9 X =R5G =y=f X <> 0^`egresio..Add X, y $Ef! Next  ASub Private  Esta ~ixResultatAgRA csE BA)+ ,Punt$1iInteger jJ For j@T1 ToBtLHCo %GSet %D!C Item(j5AKi0 ?CAs@FGAz0 sCalculat >= i-w  ,i, No s hingt a!q!,.Xa-@ti a**!fs(i,x 3)C ,`Exit `5siclhamci!'hk2kasNLineal_l_l LAca _lL@JlwZZG*YpLY.rY^w`t`H$ IsSdg  AaW1W.X?D@^2)]xe!3 ~.m-- ciBcbHidep{s`(shFu %WorksheetG' si la fa ja ePf Pctada amaguem les cxel.psf("G1").Valuep?"1"$QApplication.VisilFalse" @ro .Actp! 0x500  Left1), Len(ITE C_TAG0 = x   O$0r" "q ?1$Str(i) & ":"aPi + `1 ).Selec@& cWsEnti`r ".#denPTru(E'7P@Height0~.-+a* i O+c Fun0on %orb&T `s LongRRAFV1 ##Each& ? bTr\im!a3/)1"I/0 g)Y=%=vGranulomet Xj1yPos27Yvrs djrC Lng3!A : g= ; Y#ll  10! <N q' AquT PT l'7me aU`Tbuscan8 : +Log10XK1Jf-0s( %,~ E2 1i&5'iBjX.O ffset , 0RY ;f #_0 $=~ c2Q D2StpfEXT3 (X) /(10#0 P77NY7@7ge7ge0*sC Double  Dim objCell As RangldLngValorslLong4Count 2>l= 0$\"For Eadch`In Y" If IsN umeric() And Trim.ue) <> "" ThenAE9  )W<=;Pos$ "' Aquest es l'epleme tem busca nt 6Gran@ulomet bY ! 8Y.s(G" + 1, 1)e !E vIf9 `= !   c LVALr1 Nex. Functio@R}  0   0 0  0   0 p  0 8  0 @  0 @  5X'\%:l%$ Xa8:H]3X58,& X$ X hk&Xf H ((H(\hP @(\%XH X89 J8( (:]3X68(w @(\%XH X8(]/( @(%H (]p 'p)X68 0 8 8:l ( @(H%XH X (Sp`%H @x )X6 8 (`@+cl%X $ XW8 CX58 ~`<04 X8( p`P@S qx tp ]ltllM\ @ pZll=tkZtaH8 8:(]<'l6H8! lxqx t9 p S,pt lH80   h4,$@ tD\B9 oDkLl"  84(l 0       rU   8` =a=a8` =a=a8` =a=a8`LVALs =a=a8!`__SRP_3Valor 6__SRP_12__SRP_13 =a=a8I`=a=a4q`)I =a(4"!`)I =a(8`a3 =aD ` a3 =a=a8 `a3 =a89 `a3 =a,a `=,0  `)=aD`  =a=a=a(`/D`  =a=a=anrU    y @P )A /i! 7q'g0   0   0 h  4 8 < @ D H LVALtj <,@rU  \(hM0(QhQ00 ` U0//9@4I@$8Y@,<q@4@0 @<D@DHn  ib  rU   y @8 )A      !"#$%&'()*+,-./012456789:;<=>?@ABCDEFGHIKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmnopqrstvwxyz|}~ Punts  't__SRP_6 __SRP_7 Regresio5@N9AU.M: `-CE   ,  nd If9$'dNlv9el{A P V2J=Qothing]E& |APCP@Rerty GaItem(vntIndex {VSRnt{@\usaAZ h r ref^ cielemento de nlAAG' !Xi& @X ndisBoblave,$%por lo& ?sr mo dS yntax: A$Hfoo@:x.Bx0yz) 5)Aa>)#*O'C,Fk`*Co"!(9'Lo1 'obwnmerB&M'sco(. Siais: @Debug.@~nt x. Bd@Sub Remove@dquitaLVALub~x=&Jya=, :$S;!x~.:#2A-u# N a!#a Enumc7IUnknow ' @ permieerarD6 a[sD For ...EachN 6[_]+N7Cs_Initialize(bX BiG cuando9 b  %a& _@j+& gT n! FtruyK t#k`%L# %) %  n%,!2h Pp  ip x %) %,!Fh $$i r`` @( +I0  W W 0   0   0   0   0 `  0  ( 0   88(D8rU  D<` ++3 0Ah !/3 (h%((`)/,h-<$A`0 $`4n  :HP Al( X0 ~xgC*Y.9&L*=h8+3q|x )WCzK9Sx|x )WCzK9S0 ~xgC*Y.9&LMELVALv(SS S 6"N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}pj <,@j PD<@j HD @ %,!h Li Ahh HP i\ ,^`  T #i`  ib  i  ` ` d` h xP%j 4@j 8$@j X(@4@b ZL@ (Ph` PhPx\X$ "!LD$*\Rffff*4D44f43ae5PC        ( 0 B 8@H"  P X`x*   (0 8 B  @ H P X `p (       4 0P ` h px  LVALw <ITeC.Cell xmlns="ITeC" row="5" sheet="1" col="24"><ITeC.Value>No</ITeC.Value><ITeC.Comment><ITeC.Data>S</ITeC.Data><ITeC.Data>No</ITeC.Data></ITeC.Comment><ITeC.Id ITeC.DEF_ID="ANULAT_LABORATORI" ITeC.type="ANULAT_LABORATORI" xmlns=""/></ITeC.Cell>]  ] ] ] ] (] P]  Z'm0  \'Zrow$^'col$^'sheet$^' ITeC.Tipus$^'%0 ITeC.DEF_ID$^'X ITeC.EditableF$^FS  'd'km h]]  b'^ `="'d  Z d  , Z  d$$f d$fS  ja hem trobat l'atribut]8  d ''h  Z  Z $" h Z $ 'h  ' h'^zk xiphAttribute VB_Name = "Val or" Basp0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |Global!Spac False CreatablPre declaIdCExposeTemplat@eDeriv%C ustomiz E '<ITeC.Cell xm lns="" row="5" sheet="1" col="24"> ue>pNo</  &ommentD >S   ; &C R1DEF_ID="ANULAT_LABORATORI"  type 6"/>!;> Public Row As LongColAFullaNDlef (S ~HT0ipusA Edi Boolean" Dim m Tag0 *Property Get ()- =E pEnd  6FLDstr 0) AE#=  AK= Ate("9 ", 0@AOMHRB: H xPM B{  ""a #G0 If (`( E3AF")a! The@4a !&9= w !aTru & 94If-K5 5Function-1`! ?, var aultVariantCde:LlCounc^! Buscar' )&`#G0 gF& "=""C For = 1 To Len($M) - O ; A6UC(Mid%, ,n)7! +9a ' ja hem trt l'aZ&`sResD, i}ek+Nil @ %QWhi`( <{ H&1= }" <> /%em++ 01q E=>+ 1 Wxend+LMExit EdGW5aNextP 03LVALxF      ( 0 8" @ H P " X ` h " p x         $   & (0 H  Php  x       "   (08@H P h p x       8M['AV{ @/^GapX& *=h8+3qV }xG! bxV }xG! b/^GapX& ME PSS S 0 "0 v6"<N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}% %,` `i i il %) %  n%LVALy,!2h Pp  ip x %) %,!Fh $$i r`` @( + ip  ,!th ,6%) % z` 0= |` 4 C  xP%" k4@`   P PD8 "!LD*\R0*#1c$*\Rffff*4?44f43ae5*\R2*#3$*\Rffff*4>44f43ae58L , 0 B  8 @ ` h >x    @P X B  ` >h @ , :Xh B p 4x .  "   2 >8 x   B  & 00@ " H 0P  "  6 &variable loLVALzcal para contener coleccin]@   crear un nuevo objeto!].n7establecer las propiedades que se transfieren al mtodo  n(%  n( lS n jB@d n l jB@@kdevolver el objeto creado n.s que .ni 8se usa al hacer referencia a un elemento de la coleccin%:vntIndexKey contiene el ndice o la clave de la coleccin,%por lo que se declara como un Variant4Syntax: Set foo = x.Item(xyz) or Set foo = x.Item(5) p$j.2m .se usa al obtener el nmero de elementos de la(coleccin. Sintaxis: Debug.Print x.Count j!F'Fm ,se usa al quitar un elemento de la coleccin8vntIndexKey contiene el ndice o la clave, por lo que sedeclara como un VariantSintaxis: x.Remove(xyz) p jB@ro0 `esta propiedad permite enumerar)esta coleccin con la sintaxis For...Each j! x.tm )crea la coleccin cuando se crea la clase .joh 0destruye la coleccin cuando se termina la clase.joCAttribute VB_Name = "Pun ts" Basp0{FCFB3D2A-A0FA-1068-A738-08002B3371B5} |Global!Spac False CreatablPre declaIdCExposeTemplat@eDeriv%C ustomiz E 'vari local para contenerlecci0n P - 1 m Col As 1 tio ublic Func Add(X Do e, y ROp 6sKe bS ng) $ 'c Sr un nuevo objeto DimNewM8emb T H! SeRtK= @  R  es ec@las propiedades que transfieren @+mtod #i.X mXCyyIf Len(<)@0 Thet8$-AT pxVFI" `*=h8+3q\7Ka x\7Ka xVFI" `ME LVAL{PSS S "6 <6"<<N0{FCFB3D2A-A0FA-1068-A738-08002B3371B5}%p(co %j h D8@j  PL@emen %j `\@h  n ` d   P` h  &` l(( `  ` `  .%  8` t> ,}` xx Ui ,` | `i , X` 8 li ,`   oi ,``  zi ,Rx ` XR  i ,a `  i , 8 `    i  , ` x i ,  `  S i  , ` 8iX ix i i i ,~X`LVAL|  i8 %iX %ix i i i i i i8 i , `  i %  .%,SX `   i  .P %, `   i  . %,X `   i   .P %, `   i   . B@%, X `   i   .P %, `  i   . $%  ` p `  P`  `  .x % ~` 2    %* 4 4@j @ 8(@j  <0@* 0HL@ @j XT@8@ XXX X    h P xH 8 X  P LVAL} t<2 "!LD$*\Rffff*4>44f43ae5$*\Rffff*4=44f43ae5h B        (B 0 8  @ ` hx   B  B   4   B    4( ` hx B   4   B  B (  0 @H PX`B h.pB      B    B   n   B      B     8 Pp xB     & B    00Hx   LVAL~B     B     ( @ ` h B p x    &   "       ( 0  H  `  x              " ( 0 H P X ` h       ]  ]  ] @ ]  ] h ] H]  ]  A@~o( A@ o P]]]] .0    So    n        '  S       'ded    'n.k   0B@d Es un punt un el    cin%   4%2..ntie .! .! 0B@ la coko   SRegrasio quadratica ' `' R' d  S  Regresio Linial' }' ' dx  No es pot calcular''' k8k0o( 8  S      $  a'}d'}ki   S S     $  a'd'k ix  4!F' LVALiX X  S   S   S      $~ 'd'ki   S   S      S  $~ '`d'`k ix   S     S   S   $~ 'Rd('Rki x S     $ 'ai  aS' d' ki 8   S  S   S   $~ 'iX  S' d0' k i      ' i                    '~ih X]'       4%2..   .! ' i ]8 'S      4%2.. S .! .! 'Si  X ] '      4%2..  .! .! .! 'i  ]8 '      4%2..  .! .! .! .! 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DIfgeZ.Add X, yNextk''0 un pm& /1/D3_a'=EB=dw.Item(i_!eJD.@EN ad>if``}Ah l!_c:(OV)HN'a tTaa:$UWAbBcC9 2cCb  9 @C ialg 0K( AH? +a' No es pot cd`a&LaH0 =eP>Function9 A() C@+|EsC,?G$<A 6Determinant2(Sx`y, Sx`n0 cG #;-1d=S& PikBB2m `v s n~Q np .CoJ;!c)7;? 2f"_0d X 3@"2R3G # ?0o/Q& 2Fo$ /o`/c$!4 Sx!?t ? =laCO"9 ;g M"CO"3"raRyR7&  "y""FivzM.AS Sn0:5ZBoolea`'S)= g" _= R cSTruPBtY? Sb V!! w!o~O}x ntY /1 _0YI9 & ` H2(x1}P, x2yy? Y@ p* -1Py11" 3 As Double,@ x3 AsyZ1 h2 4 z Rz RzR)  Determinant3 = x1 * y27+TLVALy31 -,,3 ,2mEnd F unction Private Sx(Pim objPunt^\Sx Z0 For i1 xTo 1o Set$= Mostra.Itemx(i)*-+ & .XNextfe2e2?33Sx2 3pDU6~36A iiS 69494p%8 Vx SXx" woy goSy1o& xso  @ Gy ns SxC #7 ?4#4`q2x`0  ``y`y_CBic Sub G@enerarAMs Lineal(#D@iIntegerX! y 7NewA Calcul,at@\Es If E TheNG+!aX W%X1aXb .Add X<, 2 S2 El,seg ' uxn ptW_ 1 > !sS * . . 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B@(o  ]]0 B@  ! % B@0    Tenim una cel.la editable ! !S]P ! %^. S]p ! ! %0.    !B@  !( !!(  !!(3lObjRange.MergeArea.PatternColorIndex = xlAutomatickk B@  !  B@xop ]](]H`]x](  !  %0. A@ %0. A@  Tenim una cel.la editable   !X$f$D OBSERVACIONSS ! ! %0. A@ ! ! %0. A@ko ]  !S !. !D!FS ( !' !''  !0 !  '  (  %0( !@B@ !'  %0( (     $ (k kxop @]X  : $D!0  (olAttribute VB_Name = "ModProteccio" Public Sub Despdgeix(objWorkbook As ) Dim lObjValorB 6Sheet=s Active X.Un|ctFUEachdHIn " .s-  JNex*^ Endw~`s}t Structure:=False, Windows REDrawin"goect& , @ContenS cenarioK _ TA^jLVAL jm@ColTipuDij ' Ten@una cel.la editabl e IfG.E , A@o~.B <> "" ThenGG(& : B SA = ~ s("Fulla@0Not1Is h@_ ,E& *Range)9 3 O.C=A .Cell)Row,B"6.@5  .MergeArea.BorderArou @1xlFinuo us, xlT  orIndexAutomat ic Locked " B`!IVTr24Pattern@xlSolid'QG"If' kcp HTru_ bjb x.U '  CJc#Heightx\bCurr WcSil Sda\ RgWidth! 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ListCount6List* ListValors_DblClickvCancel ReturnBooleaneElementSeleccionat ListIndexQListValors_KeyPress}KeyAscii# ReturnInteger UserForm_ActivateZsUserForm_KeyDownA_KeyCodeShift PuntTXoyl ModCeldasN& (mObjColTipusi CollectionWlCount( lObjValorO ValorKTag&AddrFullaColHRow0  objWorkbookWorkbookklObjSh"C lObjRangeRSheets Hidden]pObjCelllObjCellbIndexColumniTipusj(EsAlfanumericaEditable ModGrafical ITEC_TAG, (CoeficientAaobjRangeMostra1objRangeMostra2 objRegresio Regresio" EstableixMostra!CalculaOaX (CoeficientBa (CoeficientCacZ(XMaximQuadratica}; (GraficaLinealxobjRangeMostraobjRangeResultatColumnsp9(Maxim"i(MinimaNumPunts CalculaLineal^GenerarPuntsLinial /EstableixPuntsMostraLinealS(GraficaQuadratica  GenerarPuntsEstableixResultatEstableixPuntsMostraznColobjPunt *CalculatOItemzMostra Punts\ objPuntMostra<jashFull 5 SelectionZ EntireRow (NumValorsTrim@(GranulometricXt objRangePosl objRangeX  objRangeY  LngValorsLngCountI`(Log107HLogd(GranulometricYtDefId mStrTagdstrTagI GetAtributtestrAtr` varDefault strBuscar1.UCase5  lStrResultmCol8sKeyh objNewMember vntIndexKeyDnRemoveNewEnumjIUnknown[ _NewEnumxAClass_InitializenClass_TerminatePResoldreEquacioLinealhResoldreEquacio*@ EsQuadraticFEsLinealRneCalculaQuadraticACalculaQuadraticBCalculaQuadraticCLVALCalculaLinealA@CalculaLinealBA Determinant2Sxy.Sx,_Sy)_DeterminantLinealSx2  Determinant3 Sx2y.FSx3 DeterminantQuadratice*Sx4 x1_x2_y1O_y2P_x3_y3Q_z1`z2 `z3 `GenerarPuntsLineal ModProteccio lObjSheetXUActiveWorkbook Unprotect?Protectf StructureWindowsdDrawinay *\G{000204EF-0000-0000-C000-000000000046}#4.0#9#C:\ARCHIV~1\ARCHIV~1\MICROS~1\VBA\VBA6\VBE6.DLL#Visual Basic For Applications*\G{00020813-0000-0000-C000-000000000046}#1.5#0#C:\Archivos de programa\Microsoft Office\OFFICE11\EXCEL.EXE#Microsoft Excel 11.0 Object Library*\G{00020430-0000-0000-C000-000000000046}#2.0#0#C:\WINDOWS\SYSTEM\STDOLE2.TLB#OLE Automation*\G{0D452EE1-E08F-101A-852E-02608C4D0BB4}#2.0#0#C:\WINNT\system32\FM20.DLL#Microsoft Forms 2.0 Object Library*\G{36A62C6F-4A8C-4213-8968-D2F505F4124B}#2.0#0#C:\DOCUME~1\itec\CONFIG~1\Temp\VBE\MSForms.exd#Microsoft Forms 2.0 Object Library.E & .`RM *\G{2DF8D04C-5BFA-101B-BDE5-00AA0044DE52}#2.3#0#C:\ARCHIVOS DE PROGRAMA\MICROSOFT OFFICE\OFFICE\MSO97.DLL#Microsoft Office 8.0 Object Library LVAL  "!LD  A Hoja24B44f43ae5 Hoja2AHxThisWorkbook4@44f43ae5QThisWorkbook x Hoja34E44f43ae5  Hoja3 Hx0FrmSeleccio4F44f43ae5KFrmSeleccio : HyPunt4?44f43ae5Punt+`FModCeldas4C44f43ae5ModCeldasJx(ModGrafica4<44f43ae5ModGrafica5 Valor4D44f43ae5 Valorl(V Punts4>44f43ae57 PuntsV{`-Regresio4=44f43ae5RegresioT*-ModProteccio4A44f43ae5ModProteccio x}!H`0x^#NSM" nxaEuG7L{~Nw9Kk+~~&! nn%H cS [r"!E ty)C Ea uSNo4SO&M n"! ? 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ITeC.EDITABLE="F"/></ITeC.Cell></ITeC.Encarrec> k;tQ. \9 g D ! r O , } Z 7  e B  p M *  {X5J89ZSH0MESPRG2J89Z4C07VAL168J89Z3B06VAL165J9C1U002CLASOLJ9C1U002RELLISJ9C1U001CLASOLJ9C1U001RELLISJ9C1BC46ALFISJ9C1BC46ALROTJ9C14F46ABSOR1J9C13F46LPETJAJ9C12F46REFLE2J9C11F46AMPRO1J9C11F46GRUPR1J9C11F46LOPRO1J7C25307DENSAPJ7C14601COND02J7C1Q70VTEMPCRJ7C1Q70VTEMPFIJ7C15607DENSAPJ0E1AC07ASPEC1J0E16606RECOM1J0E15305ABSOR1J0E14B04ABAPR1J0E14B04ABAPR2J0E13A03DRPRMOJ0E11601ALPR1J0E11601AMPRO1J0E11601FMAXARJ0E11601FMAXCAJ0E11601LOPRO1J0717106DET102J0717106DET202J0717106EDATM2J0717106MEASS2J0717106PROG02J0716107DET102J0716107DET202J0716107EDATM2J0716107PROG02J0714105DET102J0714105DET202J0714105EDATM2J0714105PROG02J0712103DET102J0712103DET202J0712103EDATM1J0712103PROG02J0712103TCON01J0723300EX0001J0723300RECO28J0723300REDVOLJ0722200VAL114J071530CDATTB1J071530CDATTB2J071530CDATTB3 J071530CDATTB4J071530CEDATB1J071530CEDATB2 E ef$ { 2 J89ZASSAIGS DE PINTURES, PASTES I VERNISSOSENSAYOS DE PINTURAS, PASTAS Y BARNICES]5 J9C1ASSAIGS DE PECES DE CIMENT PER A PAVIMENTSENSAYOS DE PIEZAS DE CEMENTO PARA PAVIMENTOSf8 J9CASSAIGS DE PECES DE CIMENT PER A PAVIMENTSENSAYOS DE PIEZAS DE CEMENTO PARA PAVIMENTOSe7 J7C2ASSAIGS DE PLAQUES I FELTRES ALLANTSENSAYOS DE PLACAS Y FIELTROS AISLANTES[3 J4V1PROVES ESTRUCTURALSPRUEBAS ESTRUCTURALES8! J4VPROVES ESTRUCTURALSPRUEBAS ESTRUCTURALES7 J0E1ASSAIGS DE BLOCS I MAONS DE MORTER DE CIMENTENSAYOS DE BLOQUES Y LADRILLOS DE MORTERO DE CEMENTOp: J0EASSAIGS DE MATERIALS BSICS D'AGLOMERATS DE CIMENTENSAYOS DE MATERIALES BSICOS DE AGLOMERANTES DE CEMENTOy? J072ASSAIGS DE PRODUCTES PER A INJECCIONS EN ESTRUCTURES PRETENSADESENSAYOS DE PRODUCTOS PARA INYECCIONES EN ESTRUCTURAS PRETENSADASN  W|[:tS2 0390SUB004 0390MOSPR2 0390LLOCAS 0410T00001 0410SUB005 0410MOSPR2 0410LLOCAS 0370MOSPR2 0370LLOCAS 0360SUB003 0360MOSPR2 0360LLOCAS 0310SUB002 0310MOSPR2 0310LLOCAS 0280MOSPR2 0280LLOCAS 6LVALvp Z O  i ] SFz"HhDeterminacin del espesor de pelcula del recubrimiento de pinDeterminacin del espesor de pelcula del recubrimiento de pintura sobre un elemento metlico, segn la norma UNE_EN_ISO 2808Determinacin del peso especfico de una muestra de pintura o barniz, segn la norma UNE-EN ISO 2811-1Determinacin del ndice de nivelacin de una muestra de pintura o barniz, segn la norma INTA 16.02.89 (9.68)Determinacin del grado de pureza de una muestra de minio de plomo electroltico, segn la norma INTA 16.12.11Ensayo de adherencia de una muestra de pintura o barniz, segn la norma UNE_EN_ISO 2409 1996Determinacin de la resistencia a la niebla salina de un recubrimiento (lmina o pintura), segn la norma UNE-EN ISO 9227Determinacin del tiempo de secado de una muestra de pintura o barniz, segn la norma INTA 16.02.29 (6.57)Determinacin del punto de inflamacin de una muestra de pintura o barniz, segn la norma INTA 16.02.32A (7.61)Determinacin de la finura de molido de los pigmentos de una muestra de pintura o barniz, segn la norma INTA 16.02.55 (10.57)Ensayo para la determinacin del valor de la resistencia al deslizamiento / resbalamiento de los pavimentos pulidos y no pulidos mediante el pndulo de frinccin en laboratorio, segn la norma UNE ENV 12633. Muestra suministrada por el peticionario.Ensayo para la determinacin del valor de la resistencia al deslizamiento / resbalamiento de los pavimentos pulidos y no pulidos mediante el pndulo de friccin in situ, segn la norma UNE-ENV 12633Determinacin de la resistencia al impacto de una muestra de 3 piezas de terrazo para uso interior segn la norma UNE-EN 13748-1Determinacin del coeficienete de absorcin de agua de una muestra de 4 piezas de terrazo para uso interior segun la norma UNE-EN 13748-1Determinacin de la resistencia a la abrasin de una muestra de 4 piezas de terrazo para uso interior segn la norma UNE-EN 13748-1Determinacin de la resistencia a la flexin de una muestra de 4 piezas de terrazo para uso interior, segn la norma UNE-EN 13748-1Determinacin de las caractersticas geomtricas de una muestra de 4 piezas de terrazo para uso interior, segn la norma UNE-EN 13748-1Determinacin de la densidad aparente de una muestra de placas de espuma de poliuretano, segn el anejo B de la norma UNE 92120-1Extraccin de probetas 300x300 mm de una muestra de espuma de poliuretanoControl del espesor con un punzn de acero de una muestra de poliuretano proyectado, segn UNE 92120-2Determinacin de la conductividad trmica de una muestra de aislamiento amorfo, segn las normas UNE 92-201 o UNE 92-202Ensayos de espumacin de una muestra de poliuretano, segn UNE 92120-1Determinacin de la homogeneidad de una muestra de espuma de poliuretano, segn el DOGC 2267 Orden de 11-11-96Determinacin de la densidad aparente de una muestra de material para aislamiento amorfo, segn la norma UNE_EN ISO 845Determinacin a pie de obra de las caractersticas mecnicas y grfico tensin-deformacin con carga bipuntual, de una muestra de cinco viguetasContenido de sulfatos solubles SO3 en una muestra de 3 bloques de morteroComprobacin del aspecto de una muestra de 12 bloques de mortero, segn la norma UNE-EN 771-3Determinacin de la resistencia a la compresin de una muestra de 10 bloques, segn la norma UNE EN 772-1 Determinacin de la succin de una muestra de tres bloques de mortero de cemento, segn la norma UNE EN 772-11 2001Determinacin de la absorcin de agua de dos probetas de tres bloques de mortero de cemento cada una, segn la norma UNE 41-170-89 experimentalDeterminacin de la densidad real del mortero de una muestra de bloques de mortero de cemento, segn la norma UNE 41-169-89 experimentalHJ]   Q ?zA= ףp?@J89Z2304J89Z2304Punt d'inflamaci INTA 16.02.32A(7.61)Punto de inflamacin INTA 16.02.32A (7.61)l@q@0390uuPX0*$ ?= ףp]J@J89Z1306J89Z1306Finor de mlta dels pigments INTA 16.02.55(10.57)Finura de molido de los pigmentos INTA 16.02.55 (10.57)y@@0390uuPc0*$ 'fffffb@J9C1U002J9C1U002Resistncia al lliscament a laboratori UNE ENV 12633Resistencia al deslizamiento en laboratorio UNE ENV 12633@ @0410uuEf0*$ 'y@J9C1U001J9C1U001Resistncia al lliscament in situ UNE-ENV 12633Resistencia al deslizamiento in situ UNE-ENV 12633@ @0410uuEe0*$ LJ@J9C1BC46J9C1BC46Determ.resist.impacte,1most.3peces terratzo p/int. UNE-EN 13748-1Determ.resist.impacto,1muest.3piezas terrazo p/int. UNE-EN 13748-1@ @0410uuPs0*$ (\UN@J9C14F46J9C14F46Determ.coef.abs.aigua,1most.4peces terratzo p/int.UNE-EN 13748-1Determ.coef.abs.agua,1muest.4piezas terrazo p/int.UNE-EN 13748-1@ @0410uuPr0*$ Q`@J9C13F46J9C13F46Determ.resist.abras.,1most.4peces terratzo p/int. UNE-EN 13748-1Determ.resist.abras., 1muest.4piezas terrazo p/int. UNE-EN 13748-1@ @0410uuPr0*$ ^@J9C12F46J9C12F46Determ.resist.flexi,1most.4peces terratzo p/int. UNE-EN 13748-1Determ.resist.flexin,1muest.4piezas terrazo p/int. UNE-EN 13748-1@@0410uuPr0*$ Q@J9C11F46J9C11F46Determ.caract.geom, 1most.4peces terratzo p/int UNE-EN 13748-1Determ.caract.geom.1 muest.4 piezas terrazo p/int UNE-EN 13748-1@@0410uuPp0*$  ףp=J?@J7C25307J7C25307Densitat aparent (escuma poliuret) UNE 92120-1Densidad aparente (espuma poliuretano) UNE 92120-1}@@ 0360uuPa0*$ )\HB@J7C1Y700J7C1Y700Extracci de provetes d'escuma de poliuretEstraccin de provetas de espuma de poliuretanoE@K@ 0370uuP]0*$ Gz;@J7C1R70VJ7C1R70VEspessor allament projectat UNE 92120-2Espesor aislante proyectado UNE 92120-2_@i@ 0370uuEZ0*$ ףp= w@J7C14601J7C14601Conductivitat trmica (allant amorf) UNE 92-201 o UNE 92-202Conductividad trmica (aislante amorfo) UNE 92-201 o UNE 92-202t@z@ 0360uuPo0*$ zG1V@J7C1Q70VJ7C1Q70VAssaigs d'escumaci UNE 92120-1Ensayos de espumacin UNE 92120-1C@H@ 0370uuPuR0*$ `H@J7C1N70VJ7C1N70VHomogenetat escuma de poliuret DOGC 2267Homogeneidad esp. poliuretano DOGC 2267k@p@0370uuP\0*$ fffffK@J7C15607J7C15607Densitat aparent (allament amorf) UNE_EN ISO 845Densidad aparente (aislamiento amorfo) UNE_EN ISO 845t@y@0360uuPc0*$ 'Q7~@J4V12500J4V12500Determinaci a peu d'obra de les caracterstiques mecniquesDeterminacin a pie de obra de las caractersticas mecnicas@;@0310uuEn0*$ czGaS@J0E1B300J0E1B300Sulfats solubles so3 (3 blocs) Sulfatos solubles SO3 (3 bloques)F@;K@0280uuPuR0*$ LVAL!j  I ? 6  #@z +2 Jornada o fracci de proves finals de posada en marxa i funcionament de la installaci elctrica, realitzaci de les proves segons les exigncieJornada o fracci de proves finals de posada en marxa i funcionament de la installaci elctrica, realitzaci de les proves segons les exigncies del Projecte i el REBT, incloent el desplaament, les comprovacions i l'emissi de la part proporcional de l'informe final de proves corresponentJornada o fracci d'inspecci durant l'execuci de les installacions de ventilaci, segons les exigncies del Projecte i el RITE, incloent el desplaament, la inspecci i l'emissi del informe corresponentJornada o fracci de proves finals de posada en marxa i funcionament de la installaci de ventilaci, realitzaci de les proves segons les exigncies del Projecte i el RITE, incloent el desplaament, les comprovacions i l'emissi de la part proporcional del informe final de proves corresponentDetrminaci del gruix de pel.lcula del recobriment de pintura sobre un element metllic, segons la norma UNE_EN_ISO 2808Determinaci del pes especfic d'una mostra de pintura o verns, segons la norma UNE-EN ISO 2811-1Determinaci de l'ndex d'anivellament d'una mostra de pintura o verns, segons la norma INTA 16.02.89 (9.68)Determinaci del grau de puresa d'una mostra de mini de plom electroltic, segons la norma INTA 16.12.11Assaig d'adherncia d'una mostra de pintura o verns, segons la norma UNE_EN_ISO 2409 1996Determinaci de la resistncia a la boira salina d'un recobriment (lmina o pintura), segons la norma UNE-EN ISO 9227Determinaci del temps d'assecatge d'una mostra de pintura o verns, segons la norma INTA 16.02.29 (6.57)Determinaci del punt d'inflamaci d'una mostra de pintura o verns, segons la norma INTA 16.02.32A (7.61)Determinaci de la finor de mlta dels pigments d'una mostra de pintura o verns, segons la norma INTA 16.02.55 (10.57)Assaig per a la determinaci del valor de la resistncia al lliscament / relliscada dels paviments polits i no polits mitjanant el pndul de fricci a laboratori, segons la norma UNE ENV 12633. Mostra subministrada pel peticionari.Assaig per a la determinaci del valor de la resistncia al lliscament / relliscada dels paviments polits i no polits mitjanant el pndul de fricci in situ, segons la norma UNE-ENV 12633Determinaci de la resistncia a l'impacte d'una mostra de 3 peces de terratzo per a s interior, segons la norma UNE-EN 13748-1Determinaci del coeficient d'absorci d'aigua d'una mostra de 4 peces de terratzo per a s interior, segons la norma UNE-EN 13748-1Determinaci de la resistncia a l'abrassi d'una mostra de 4 peces de terratzo per a s interior, segons la norma UNE-EN 13748-1Determinaci de la resistncia a la flexi d'una mostra de 4 peces de terratzo per a s interior, segons la norma UNE-EN 13748-1Determinaci de les caracterstiques geomtriques d'una mostra de 4 peces de terratzo per a s interior,segons la norma UNE-EN 13748-1Determinaci de la densitat aparent d'una mostra de plaques d'escuma de poliureta, segons l'annex B de la norma UNE 92120-1Extracci de provetes 300x300 mm d'una mostra d'escuma de poliuretControl del gruix amb un punx d'acer d'una mostra de poliuret projectat, segons UNE 92120-2Determinaci de la conductivitat trmica d'una mostra d'allament amorf, segons les normes UNE 92-201 o UNE 92-202Assaigs d'escumaci d'una mostra de poliuret, segons UNE 92120-1Determinaci de la homogenetat d'una mostra d'escuma de poliuret, segons el DOGC 2267 Ordre de 11-11-96Determinaci de la densitat aparent d'una mostra de material per a allament amorf, segons la norma UNE_EN ISO 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'Q>>:@6:M8[FHuJ86: 'Q>>:@6:M:[>>8SS6b -QFH>6L[6:[FHxkW6` /QH>:[HM8o66:<QHIQQ`8[6B6DD6JdQ<:L<66f8[6L:886<dQ<:L<66f8[6L:@868dQ<:L<66f8[6L:F86<dQ<:L<66f8[6L:U86<dQ>Q:>@8^8[6D8:86<dQ>Q:>@8^8[6D8@<6MdQ>Q:>@8^8[6Q8BB6B: K VX  Z ZZ<?$@333333??QS@K4G210351J071530CM3z<?$@333333??QS@K4G210351J071530CM3zd?L@?NB1 * =>78E32B300P1J0B2G103KGzd?L@?NB1 * =>78E32B300P1J0B28103KGzd?L@? =ANNB R0;<=P>E32B300P1J0B25101KGzd?L@?NBvo=>78E32B300P1J0B21103KGzd@Y@ @?@RAq@E32515H41J060770AM3Dzd?@@*@HA"@E4E2451L1J0E16606Uzd?$@~jt??QS@NBP%  =>78E4E2451L1J071530CM3zLVALm{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Canal pl\'e0stica de PVC r\'edgid amb lateral llis, perforat o ranurat, de dimensions 60x190 mm com a m\'e0xim, amb separador o sense i muntada superficialment.\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Fixaci\'f3 i nivellaci\'f3\par - Tallat en curves i cantonades\par CONDICIONS GENERALS:\par El muntatge s'ha de fer mitjan\'e7ant visos i tacs expansius per a fixar-la al parament.\par Les unions dels trams rectes, derivacions, cantonades, etc., de les canals s'han de fer amb peces d'uni\'f3 fixades amb cargols o reblons.\par Les unions han d'estar a 1/5 de la dist\'e0ncia entre dos recolzaments.\par Els finals de canalitzaci\'f3 i els trams han d'estar coberts amb tapetes de final de tram.\par Nombre de fixacions: >= 3/m\par Toler\'e0ncies d'instal\'b7laci\'f3:\par - Nivell o aplomat: <= 2 mm/m, <= 15 mm/total\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par No hi ha condicions espec\'edfiques del proc\'e9s d\'92instal\'b7laci\'f3.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par m de llarg\'e0ria instal\'b7lada, amidada segons les especificacions de la DT, entre els eixos dels elements o dels punts per connectar.\par Aquest criteri inclou les p\'e8rdues de material com a conseq\'fc\'e8ncia dels retalls.\par La instal\'b7laci\'f3 inclou les fixacions i les tapes.\par Els separadors estan inclosos si est\'e0 indicat a la PO.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reg`LVALplamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }LVAL{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\fmodern\fcharset0\fprq1 Courier New;} {\f2\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperh32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f1\fs24\par\par 1.- DEFINICI\loch\f1\hich\f1 \'d3 I CARACTER\'cdSTIQUES DELS ELEMENTS\par\par Canal pl\'e0stic de PVC r\'edgid amb lateral llis, perforat o ranurat, amb separador o sense.\par CARACTER\'cdSTIQUES GENERALS:\par La canal ha de portar els laterals conformats per que la coberta encaixi a pressi\'f3 sobre la base.\par Ha de tenir una superf\'edcie llisa i uniforme sense esquerdes ni deformacions.\par Les unions de dos trams de canalitzaci\'f3 s'han de fer mitjan\'e7ant elements especials d'adaptaci\'f3.\par Ha de ser resistent a l'acci\'f3 dels agents qu\'edmics, atmosferes humides, corrosives o salines.\par Reacci\'f3 en front el foc (UNE-EN 13501-1): CL-s3,d0\par Resist\'e8ncia a la flama (UNE 60707): Autoextingible\par Grau de protecci\'f3 (UNE 20-324): IP-4X5\par Temperatura d'estovament Vicat (UNE-EN ISO 306): 81\'b0C/mm, 64\'b0C/ 1/19 mm\par Temperatura de servei (T): -30\'b0C <= T <= +50\'b0C\par Pot\'e8ncia d'utilitzaci\'f3: <= 16 kW\par\par 2.- CONDICIONS DE SUBMINISTRAMENT I EMMAGATZEMATGE\par\par Subministrament: Empaquetat en caixes, en m\'f2duls de 3 m de llarg\'e0ria. S'admet una toler\'e0ncia de \'b1 10 mm.\par Cada canal\'f3 ha de portar marcades, a dist\'e0ncies < 1 m, de forma indeleble i ben visible les dades seg\'fcents:\par - Nom del fabricant o marca comercial\par - Tipus de PVC\par - Refer\'e8ncia a les normes\par Emmagatzematge: En llocs protegits contra els impactes, dels raigs solars i sense contacte directe amb el terra.\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat d'amidament de l'element necess\'e0ria subministrada a l'obra.\par\par 4.- N K @ @ 8@8:FMOW:[@q888@8 Q<:@8@W>8[6B6DD6J SQ<:L<66f8[6L:886< SQ<:L<66f8[6L:@868 SQ<:L<66f8[6L:F86< SQ<:L<66f8[6L:U86< SQ>Q:@B8^8[6D8:86< SQ>Q:@B8^8[6D8@<6M SQ>Q:@B8^8[6Q8BB6B SQ@xW>QbD:[x88o686 S QDM8:>J6:[DM8iD6q/QH>:[HM8o66:BQb<>B>fD:[x88o6<6 IQQ`LQfDQ88MS8[x88o886 NbQUB:88kW:[x88o6>6 cQ<8@::U88[6B6DD6JcQ<8L<6668[6L:886<cQ<8L<6668[6L:@868cQ<8L<6668[6L:F86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<cQ<8L<6668[6L:U86<S0m_0160 Control de beurades0160+% _0110 Formigons0110! _0180 Barres d'acer passiu0180,& LVALORMATIVA DE COMPLIMENT OBLIGATORI\par\par Real Decreto 842/2002 de 2 de agosto, por el que se aprueba el Reglamento Electrot\'e9cnico de Baja Tensi\'f3n. REBT 2002\par\pard\par }\-3жc%   u Q '  |M4S@X  RESJ060770ARECO7DNSrie de 5 provetes 15x30 (incls con) UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-Resistncia a compressi (7 dies)-++# RESJ060770ACONPR1NSrie de 5 provetes 15x30 (incls con) UNE-EN 12350-1, UNE-EN 12350-2, UNE-EN 12390-1, UNE-EN 12390-Consistncia (promig)-++# MOS TIFO01AMostraTipus de formig @-%## MOS ZE0001AMostraZona 4-%## MOS CAPAACAMostraActivitat8-%## SER SER_DATA_PRESADSrieData de presaC4-++ SER SER_LAB_INTERN_IDASrieCodi srie laboratori internU70.. SER ENC_PO_IDASriePartida d'obra?/(&& SER ENC_TRA_IDASrieTram60)'' RESJ0B25101ALTR01NResistncia a tracci (acer per armar) UNE-EN ISO 15630-1Allargament de trencamenth-++# RESJ0B25101RERMRENResistncia a tracci (acer per armar) UNE-EN ISO 15630-1Relaci Rm/Rewh-++# RESJ0B25101LERE01NResistncia a tracci (acer per armar) UNE-EN ISO 15630-1Lmit elstic Rezh-++# RESJ0B25101CALE01NResistncia a tracci (acer per armar) UNE-EN ISO 15630-1Crrega en el lmit elstich-++# RESJ0B25101RETR01NResistncia a tracci (acer per armar) UNE-EN ISO 15630-1Resistncia a tracci Rmh-++# RESJ0B25101CATR01NResistncia a tracci (acer per armar) UNE-EN ISO 15630-1Crrega trencament }h-++# RESJ0B21103ALAL01NCaract. geomtriques (barres) UNE EN ISO 15630-1Alria aleteso_-++# RESJ0B21103INCB22NCaract. geomtriques (barres) UNE EN ISO 15630-1Inclinaci corrugues B2 (sector 2)_-++# RESJ0B21103INCB11NCaract. geomtriques (barres) UNE EN ISO 15630-1Inclinaci corrugues B1 (sector 1)_-++#  RESJ0B21103SEC201NCaract. geomtriques (barres) UNE EN ISO 15630-1Separaci corrugues (sector 2)_-++#  RESJ0B21103SECO01NCaract. geomtriques (barres) UNE EN ISO 15630-1Separaci corrugues (sector 1)_-++#  RESJ0B21103ALCO01NCaract. geomtriques (barres) UNE EN ISO 15630-1Alria corrugues (sector 2)}_-++#  RESJ0B21103ALC101NCaract. geomtriques (barres) UNE EN ISO 15630-1Alria corrugues (sector 1)}_-++#  RESJ0B21103OVA001NCaract. geomtriques (barres) UNE EN ISO 15630-1Ovalitati_-++# RESJ0B21103AST001NCaract. geomtriques (barres) UNE EN ISO 15630-1rea secci transversalx_-++# RESJ0B21103MAUL01NCaract. geomtriques (barres) UNE EN ISO 15630-1Massa per unitat de longitut}_-++# RESJ0B21103DN0001NCaract. geomtriques (barres) UNE EN ISO 15630-1Dimetre nominalq_-++# RESJ0B21103NURE01ACaract. geomtriques (barres) UNE EN ISO 15630-1Nm. de registreq_-++# MOS DAASS1DMostraData d'assaig<-%## SER SER_LAB_INTERN_IDASrieCodi srie laboratori internU70.. 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3$ELE_ModificatEN LVALlsMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces | tCont les dades de cada element simple o compost del Banc.ELE_TEL_ID       mH @Identificador de tipus d'elementELE_FAM_ID       m8 0Identificador de famlia ELE_ID       m< 4Identificador de l'element,&ELE_UnitatAmidament       m, $Unitat d'amidament ELE_Rendiment       m Rendiment (sols per EC, per els seus ES de m d'obra i maquinria)ELE_Preu       m zPreu de l'element a tenir en compte amb % i coef. ja aplicatsELE_CodiITEC       m$ Codi de l'ITEC& ELE_TotalMaDObra       mt lSuma dels imports dels ES de m d'obra que el composen,&ELE_TotalMaquinaria       mv nSuma dels imports dels ES de maquinria que el composen("ELE_TotalMaterial       mr jSuma dels imports dels ES de material que el composen2,ELE_TotalSenseDespeses       m8 0Suma dels tres anteriors& ELE_Justificacio      mB :Flag de SI/NO t justificaciELE_SIS_ID       mJ BIdentificador d'Unitat de Control"ELE_Descripcio      6 .Descripci de l'element"ELE_CTE_TEL_ID   v nIdentificador de tipus d'element de la condici tcnica    m"ELE_CTE_FAM_ID   f ^Identificador de famlia de la condici tcnica    mO*$ELE_CTE_ELE_PAR_ID    Identificador d'element o partida (a blancs si la condici tcnica s per una famlia) de la condici tcnica    m60ELE_PerDespesesAuxiliars   J BPercentatge de despeses auxiliars    m0*ELE_DespesesAuxiliaLVAL'rs   R JImport calculat de despeses auxiliars    mELE_Aplec   T LIndicador de si el material s d'aplec Yes/No   j0*ELE_IndBancReferencia   p hIndicador d'element provinent del banc de referncia Yes/No   j2,ELE_IndSisquilloOrigen   ~ vIndicador d'element provinent de l'Unitat de Control origen Yes/No   j$ELE_Procedencia   f ^Unitat de Control de la que procedeix l'element    m$ELE_Renumerable   x pIndicador de si el nmero dels preus s renumerable o no True/False   j True"ELE_NumeroPreu   B :Nmero del preu pels llistats    mELE_ID_FIE       mP HCodi de l'element en format FIEBDC-3ELE_Discret      m Indicador de si l'element prov de la part discreta del fixter FIEBDC3ELE_NomCurt   2 *Nom curt de l'element    m5& ELE_PreuOriginal  3$ELE_DataCreacio  ;,&ELE_DataModificacio  BELE_CONCEPTE     ET:"ELE_CodGeneric   L4.ELE_CodFabricantArticle   8 ELE_Fabricant   D,&ELE_DescParametrica   -ELE_Densitat  )ELE_VForma  )ELE_VFisic  3$ELE_Esponjament  )ELE_Consum  <$ELE_ModificatEN   kH Ď_!󊜉J͆P0?333333 @333333 @333333 @333333 @@|D__C2001000Martell trenc.man.Martell trencador manualhC2001000EQC2001000Banc_GISA_Rehabilitaci_2008_vVEN.3OEE    0?GzE@GzE@GzE@GzE@@s@GRA_Taula='Familcharset2\fpr__BR3P1310Terra vegetal adobada+garbellada,granel.@:=m3BR3P1310ETVEN.3VEN.3 0?e@e@e@e@@r al paviment am presesde se__BP7394TSTorreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presF@( UBP7394TSETVEN.3VEN.3KAA77777333333)' 0?Q%P@Q%P@Q%P@Q%P@H@@;@ P  ` 0   __BMD31442Mdul d'expansi de 8, 16 zones o 8 zones + 8 tamper per installar-lo a la central o remotament. en"@ UBMD31442ETVEN.3VEN.3KAA77777333333)' 0?)\(=@)\(=@)\(=@)\(=@`Z@__BJ43U010Dispens.paper rotlle tipus Metxa p/eixugamans,310xD=255mmg@uBJ43U010ETVEN.2VEN.3       0?@@@@s@__BHU823LLLmpada fluorescent TC-l 54 W. Lmpada fluorescent TC-l 54 W.uBHU823LLETVEN.3VEN.3%       0?(\?(\?(\?(\?!9@__BGW63000P.p.accessoris p/end..@uBGW63000ETVEN.3VEN.3 Ӏ0?Gz?Gz?Gz?Gz?r@m   P  P     __BFYQU150Pp.mun.all.EE,3/8'',G=19mm,dint=18mm@ UBFYQU150ETVEN.3VEN.3  0?p= ף@p= ף@p= ף@p= ף@r@es d'acer o cour 28 mm de di__BFQ3F9M0Allament escuma elast.p/canon.fredes,Dext.tub=28mm,g=21,0mm,Dint.all.=30mm7@ MBFQ3F9M0ETVEN.3VEN.33)) 0?Gz@Gz@Gz@Gz@`Z@ P__BDW3B700Accessori genric p/tub PVC,D=110mm0@uBDW3B700ETVEN.2VEN.3  LVAL{sMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Cont les dades de cada partida d'obra, conjunt de partides d'obra i partides alades d'un Banc.PAR_TEL_ID       mJ BIdentificador de tipus de partidaPAR_FAM_ID       m8 0Identificador de famlia PAR_ID       m> 6Identificador de la partidaPAR_Simple      m> 6Indicador de partida simple,&PAR_UnitatAmidament       m> 6Unitat d'amidament de la PO PAR_Rendiment       m Rendiment a aplicar a la maquinria i m d'obra de la justificaciPAR_Preu       mR JPreu final a aplicar als pressupostos{PAR_CodiITEC       m Codi ITEC& PAR_TotalMaDObra       m^ VSuma dels imports dels components m d'obra,&PAR_TotalMaquinaria       m` XSuma dels imports dels components maquinria("PAR_TotalMaterial       m| tSuma dels imports dels components material (inclou els EC)2,PAR_TotalSenseDespeses       m8 0Suma dels tres anteriors& PAR_Justificacio      mB :Flag de SI/NO t justificaciPAR_Clase       mR JPer identificar tipus especials de POPAR_SIS_ID       mJ BIdentificador d'Unitat de Control"PAR_Descripcio      . &Descripci de la PO"PAR_CTE_TEL_ID   v nIdentificador de tipus d'element de la condici tcnica    m"PAR_CTE_FAM_ID   f ^Identificador de famlia de la condici tcnica    mO*$PAR_CTE_ELE_PAR_ID    Identificador d'element o partida (a blancs si la condici tcnica s per una famlia) LVAL de la condici tcnica    m60PAR_PerDespesesAuxiliars   J BPercentatge de despeses auxiliars    m0*PAR_DespesesAuxiliars   R JImport calculat de despeses auxiliars    m0*PAR_IndBancReferencia   r jIndicador de partida provinent del banc de referncia Yes/No   j2,PAR_IndSisquilloOrigen    xIndicador de partida provinent de l'Unitat de Control origen Yes/No   j)$PAR_Procedencia    Identificador de la Unitat de Control d'on prov la PO (altres o la prpia Unitat de Control)    m$PAR_Renumerable   v nIndicador de si el nmero del preus s renumerable o no True/False   j True"PAR_NumeroPreu   B :Nmero del preu pels llistats    mPAR_ID_FIE       mR JCodi de la partida en format FIEBDC-3PAR_Discret      m Indicador de si la partida que s'ha portat prov de la part discreta.PAR_NomCurt   B :Nom curt de la partida d'obra    m3$PAR_DataCreacio  ;,&PAR_DataModificacio  BPAR_CONCEPTE     POD,&PAR_DescParametrica   3$PAR_ModificatEN  !Q V U0000001S 275 JR (e<=16mm) HB 80 soldatS 275 JR (e<=16mm) HB 80 Soldadol`T1?B0000476Acer B 500 S D = 6 mmAcero B 500 S D = 6 mmWK?'?B0000787Escuma poliuret (Resist. comp >=1,7 kp/cm2)Espuma poliuretano (Resist. comp >=1,7 kp/cm2)zn>?B0001013Bloc foradat llis (R6)Bloque hueco liso (R6)XL@(?B0000425HA-25 cons. tovaHA-25 cons. blandaNB6"?B0000901HA-25 B en mur de contenciHA-25 B en muro de contencin Reformes ReformasycM.?B0000424HA-25 cons. plsticaHA-25 cons. plsticaTH<&? ?lG"iD f A  U0000001J89XA102U0000001J0B1960CU0000001J0B16601U0000001J0B1470AU0000001J0B0VS0RU0000001J0B0S80JU0000001J0B0R80MU0000001J0B0Q80GB0000476J0B28103B0000476J0B25101B0000476J0B21103B0000476J0B0U010B0000476J0B0S80JB0000476J0B0R80MB0000476J0B0Q80GB0000476J0B0M80DB0000787J7C15607B0001013J0E16606B0001013J071530CB0000425J060770AB0000901J060770AB0000424J060770AB#`p  0 @ P `  p rt$4D 0q@01J89XA102HU0000001J89XA102VAL190BB:0&? 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FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces  Cont les dades de cada partida d'obra, conjunt de partides d'obra i partides alades d'un Banc.PAR_TEL_ID       mJ BIdentificador de tipus de partidaPAR_FAM_ID       m8 0Identificador de famlia PAR_ID       m> 6Identificador de la partidaPAR_Simple      m> 6Indicador de partida simple,&PAR_UnitatAmidament       m> 6Unitat d'amidament de la PO PAR_Rendiment       m Rendiment a aplicar a la maquinria i m d'obra de la justificaciPAR_Preu       mR JPreu final a aplicar als pressupostos{PAR_CodiITEC       m Codi ITEC& PAR_TotalMaDObra       m^ VSuma dels imports dels components m d'obra,&PAR_TotalMaquinaria       m` XSuma dels imports dels components maquinria("PAR_TotalMaterial       m| tSuma dels imports dels components material (inclou els EC)2,PAR_TotalSenseDespeses       m8 0Suma dels tres anteriors& PAR_Justificacio      mB :Flag de SI/NO t justificaciPAR_Clase       mR JPer identificar tipus especials de POPAR_SIS_ID       mJ BIdentificador d'Unitat de Control"PAR_Descripcio      . &Descripci de la PO"PAR_CTE_TEL_ID   v nIdentificador de tipus d'element de la condici tcnica    m"PAR_CTE_FAM_ID   f ^Identificador de famlia de la condici tcnica    mO*$PAR_CTE_ELE_PAR_ID    Identificador d'element o partida (a blancs si la condici tcnica s per una famlia) LVALde la condici tcnica    m60PAR_PerDespesesAuxiliars   J BPercentatge de despeses auxiliars    m0*PAR_DespesesAuxiliars   R JImport calculat de despeses auxiliars    m0*PAR_IndBancReferencia   r jIndicador de partida provinent del banc de referncia Yes/No   j2,PAR_IndSisquilloOrigen    xIndicador de partida provinent de l'Unitat de Control origen Yes/No   j)$PAR_Procedencia    Identificador de la Unitat de Control d'on prov la PO (altres o la prpia Unitat de Control)    m$PAR_Renumerable   v nIndicador de si el nmero del preus s 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C#*D#*E#*F# espai silenci 3 2 1.8 10.8 C#*D#*E#*F# 3 1 1.45 4.35 C#*D#*E#*F# 2 2 1.8 7.2 C#*D#*E#*F# 2 1 1.45 2.9 C#*D#*E#*F# 3 2 1.8 10.8 C#*D#*E#*F# 3 1 1.45 4.35 C#*D#*E#*F# 3 2 1.8 10.8 C#*D#*E#*F# 3 1 1.45 4.35 C#*D#*E#*F# Part ampliaci zona treball 1 2 2.25 4.5 C#*D#*E#*F# zona treball 1 2 2.25 4.5 C#*D#*E#*F# Per AL.R5 2 .5 1.3 1.3 C#*D#*E#*F# .2 .7 1.3 .182 C#*D#*E#*F# Per AL.R6 1 2 1.3 2.6 C#*D#*E#*F# 2 .7 1.3 1.82 C#*D#*E#*F# 1 .5 1.3 .65 C#*D#*E#*F# Per AL.R7 1 .75 1.3 .975 C#*D#*E#*F# AL:2 5 .3 2.05 3.075 C#*D#*E#*F# 5 .85 2.15 9.1375 C#*D#*E#*F# AL.3 1 .65 2.05 1.3325 C#*D#*E#*F# 1 .45 2.15 .9675 C#*D#*E#*F# AL.R1 11 .3 1.5 4.95 C#*D#*E#*F# 11 .9 1.6 15.84 C#*D#*E#*F# AL.R2 4 2 .3 1.5 3.6 C#*D#*E#*F# 4 1 .75 1.6 4.8 C#*D#*E#*F# AL.R3 10 2 .3 1.5 9 C#*D#*E#*F# 10 1 1 1.6 16 C#*D#*E#*F# AL.R4 1 .3 2.4 .72 C#*D#*E#*F# 1 1.9 1.5 2.85 C#*D#*E#*F# 1 1.9 1 1.9 C#*D#*E#*F# AL.R7 1 .8 2.05 1.64 C#*D#*E#*F# Part reformada Barrana escala costat est 1 1.2 .3 .36 C#*D#*E#*F# 1 1.4 .3 .42 C#*D#*E#*F# 1 2.4 .3 .72 C#*D#*E#*F# Part ampliaci Reixa-porta instal.lacions S.2 2 3.7 3.2 23.68 C#*D#*E#*F# Sala biblioteca 1 12 12 C#*D#*E#*F# Aula informtica 1 1 1 C#*D#*E#*F# Sala reunions 1 6 6 C#*D#*E#*F# Despatx 1 5 5 C#*D#*E#*F# Rack 1 1 1 C#*D#*E#*F# Magatzem 1 2 2 C#*D#*E#*F# Part reformada aula formaci 1.000 1.800 1.900 3.420 C#*D#*E#*F# Part ampliaci zona treball 1 1.000 1.350 2.250 3.038 C#*D#*E#*F# zona treball 2 1.000 1.350 2.250 3.038 C#*D#*E#*F# Paret pedra faana nord 1.000 1.900 0.600 1.140 C#*D#*E#*F# 1.000 3.250 1.200 3.900 C#*D#*E#*F# 1.000 0.800 1.200 0.960 C#*D#*E#*F# 1.000 7.400 1.200 8.880 C#*D#*E#*F# 1.000 4.550 4.000 18.200 C#*D#*E#*F# 1.000 1.150 4.000 4.600 C#*D#*E#*F# 1.000 2.600 4.000 10.400 C#*D#*E#*F# faana oest 1.000 1.800 4.000 7.200 C#*D#*E#*F# 1.000 2.200 4.000 8.800 C#*D#*E#*F# 1.000 0.500 4.000 2.000 C#*D#*E#*F# 1.000 0.900 4.000 3.600 C#*D#*E#*F# faana est 1.000 4.750 4.000 19.000 C#*D#*E#*F# 1.000 3.600 0.900 3.240 C#*D#*E#*F# 1.000 1.800 1.000 1.800 C#*D#*E#*F# (escala) 1.000 1.250 1.400 1.750 C#*D#*E#*F# 1.000 1.300 1.700 2.210 C#*D#*E#*F# 1.000 2.150 1.150 2.473 C#*D#*E#*F# 1.000 0.350 0.600 0.210 C#*D#*E#*F# 1.000 2.600 0.500 1.300 C#*D#*E#*F# 1.000 1.000 0.500 0.500 C#*D#*E#*F# 1.000 1.100 0.500 0.550 C#*D#*E#*F# LVALsC{\rtf1\ansi\ansicpg1252\uc0\deff0{\fonttbl {\f0\fswiss\fcharset0\fprq2 Arial;} {\f1\froman\fcharset2\fprq2 Symbol;}} {\colortbl;\red0\green0\blue0;\red255\green255\blue255;} {\stylesheet{\s0\f0\fs24 [Normal];}{\*\cs10\additive Default Paragraph Font;}} {\*\generator TX_RTF32 9.0.311.500;} \deftab1134\paperw32767\margl1440\margt1440\margr1440\margb1440\pard\plain\f0\fs18\par 1.- DEFINICI\loch\f0\hich\f0 \'d3 I CONDICIONS DE LES PARTIDES D'OBRA EXECUTADES\par\par Col\'b7locaci\'f3 i connexi\'f3 de equips per a acc\'e9s a estacions de la xarxa metropolitana.\par S\'92han considerat els seg\'fcents tipus d\'92elements:\par - Portes d'acc\'e9s a estacions\par - Torns d'acc\'e9s a estacions\par - Maquines expenedores per a estacions\par - Equips de comunicaci\'f3 i alimentaci\'f3\par L'execuci\'f3 de la unitat d'obra inclou les operacions seg\'fcents:\par - Preparaci\'f3 de la zona de treball\par - Col\'b7locaci\'f3 de tots els elements\par - Connexi\'f3 a la xarxa el\'e8ctrica\par - Connexi\'f3 a la xarxa de comunicaci\'f3\par - Prova de servei de tots els elements i prova del sistema\par - Retirada de l'obra de les restes d'embalatges\par CONDICIONS GENERALS:\par Tots els elements han de complir amb els requeriments a la DT i amb el plec espec\'edfic de l'entitat del transport (EMT) vigent en el moment de la redacci\'f3 del projecte.\par Els fabricants dels equips redacten un projecte espec\'edfic amb els detalls de muntatge i especificacions dels equips i del sistema, que cal que aprovi, expl\'edcitament, la DF.\par El fabricant emetr\'e0 un certificat de compliment de les caracter\'edstiques especificades en la DT.\par El fabricant emetr\'e0 un certificat de garantia contra defectes de fabricaci\'f3 per un any.\par Els elements han de quedar anivellats en totes dues direccions, a la posici\'f3 prevista en la DT.\par Els elements met\'e0l\'b7lics de l'aparell han de dur instal\'b7lada la connexi\'f3 a terra amb cable de coure nu, de secci\'f3 >= 2,5 mm2.\par Toler\'e0ncies d'instal\'b7laci\'f3:\parLVAL - Posici\'f3: \'b1 10 mm\par - Aplomat: \'b1 2%\par\par 2.- CONDICIONS DEL PROC\'c9S D'EXECUCI\'d3\par\par Abans de comen\'e7ar els treballs de muntatge, es far\'e0 un replanteig previ que ha de ser aprovat per la DF.\par Les connexions s'han de fer seguint les instruccions de la documentaci\'f3 t\'e8cnica del fabricant.\par Tots els elements s'han d'inspeccionar abans de la seva col\'b7locaci\'f3.\par La seva instal\'b7laci\'f3 no ha d'alterar les caracter\'edstiques dels elements.\par S'ha de comprovar que les caracter\'edstiques t\'e8cniques dels elements corresponen a les especificades al projecte.\par La prova de servei ha d'estar feta i tots els equips operatius.\par Un cop instal\'b7lat, es procedir\'e0 a la retirada de l'obra de tots els materials sobrants (embalatges, retalls de cables, etc.).\par\par 3.- UNITAT I CRITERIS D'AMIDAMENT\par\par Unitat de quantitat instal\'b7lada, amidada segons les especificacions de la DT.\par\par 4.- NORMATIVA DE COMPLIMENT OBLIGATORI\par\par No hi ha normativa de compliment obligatori.\par\pard\par }s @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@   QW:O@UO^QW<:o6LQ RQWB8>8H6QWB8>8H@ QWB8QF<>QWL8D@@> QWm8L686 2QWm8o6:6 QWm8o6<6 RQ[8LJ8fQ[:J8:8Q[:x88:8 hQ[<<88@8Q[:o686Q[>Bo68@Q[>Bo6:6 Q`<8:B:\ #Q`<8<@8\ #Q`O88HMB Q`O8o68: Q`O<8:6B #Q`O<8>>8 #Q`O<8>>: #Q`O<8>>< # Q`O<8>>m #Q`O866> # Q`O>86DH # Q`OB:B:< Q`OLo66@ #Qb<>B>fDQf:8<66@ Qf:8<86: Qf:8Jm<: Qf::8^<< Qf::H Qf:>f:6J Qf:@@::H Qf:D:68< #Qf><>BD6 $ QfD<88m> QfDmi QfDmk QfD 2 Qh`:oJ6@LQh`:oS68LQh`:oS6:LQh`:oS6<LQiS[k8o6@6S[k@o886S[kJo686S[kLo686 h Si:U@od^QSiB><8<8UO@Wo@OJa \8BFx66@\:8>:88JE\:8>D@88 \:8>F<>8\:8B8@88\:8B8@o: \:8B<@88\:8B>DD8\:8Boi68 \:8FL: \:8Fo66f\:8FoJD8 \:8H:<88\:8H>B:8 \:8H>D:8 \:8HDF:8\:8HMM88 G\:8J8688\:8J:688\:8J<688\:8J<6oU\:8Jo66`E \:8L8688\:8L<688L\:8Lo6db\:8O<@88\:8Oo668 \:8Q8O88E\:8QJ6M: \:8QS688E\:8QS6i< R\:8QU688E\:8U8688E\:8U:688E\:8Wo688E\:8ho668E\:8ho66:E \:8x:DB6 \>@iQ666\>U:86<@ G\@xi8UMo\D[@86fL`\FDF8886a\FDF888S\HL #ffJofifJ ffJoiQfS GffJokJJS ffJokJb8ffJokJb:ffJokJb<ffJooM^Y RffJooM^Y Rv1 X\ ` 333333?$C@?333333?EH2D4ALJA012H000@@:53-(& ?@??EH2D4ALJBHU823LL@@:53-(& 333333?ffffff@?333333?EH2D4ALJA013H000@@:53-(& ?Gza@??EH2D4ALJBHU823LJ@@:53-(& ?Q]@??EH2D4ALZBHU823LZ@@:53-(& 333333?ffffff@?333333?EH2D4ALZA013H000@@:53-(& 333333?$C@?333333?EH2D4ALZA012H000@@:53-(& ?@??EH2D4ALZBHU823LL@@:53-(& L7A`?*??L7A`?EG2A1902A012H000@@:53-(& L7A`?d;O??L7A`?EG2A1902A013H000@@:53-(& LVAL)) )))))))))) MR2PRequiredAllowZeroLengthDescription_SEP_SIS_ID 6 .Identificador de l'U.C.XSEP_Codi  * "id del tcer o t3c\SEP_CodiCER  (  Codi cer ficticir"SEP_Descripcio  8 0Descripci de la fracci1SEP_PES  Pes;SEP_Volum   Volum e*$SEP_SeparaProjecte , $Separaci projecte|& SEP_TipusGuardar  > 6tipus de residu pMR2PRequiredAllowZeroLengthDescription_SEP_SIS_ID 6 .Identificador de l'U.C.XSEP_Codi  * "id del tcer o t3c\SEP_CodiCER  (  Codi cer ficticir"SEP_Descripcio  8 0Descripci de la fracci1SEP_PES  Pes;SEP_Volum   Volum e*$SEP_SeparaProjecte , $Separaci projecte|& SEP_TipusGuardar  > 6tipus de residu par guardar)SEP_Factor MR2PRequiredAllowZeroLengthDescription_FPM_SIS_ID 6 .Identificador de l'U.C.Y FPM_ID 8 0Identificador de l'acci("FPM_DescripcioCAT  F >Descripci de l'acci en catal("FPM_DescripcioCAS  J BDescripci de l'acci en castellmFPM_Compleix @ 80: no informada; 1: SI; 2:NOrf ^Accions de la fitxa de prevenci i minimitzaciMR2PRequiredAllowZeroLengthDescription_POR_SIS_ID 6 .Identificador de l'U.C.aPOR_Tipus : 21:Excavaci; 2: Separaci^POR_Columna  * "On associem la PO\POR_CodiPO  * "partida associada"POR_Descripcio  L DDescripci de la partida associada,&POR_UnitatAmidament  @ 8U.A. de la partida associadaj^ VPartides associades a excavaci o separaciMR2PRequiredAllowZeroLengthDescription_REV_SIS_ID 6 .Identificador de l'U.C.rREV_Codi  D <Codi de les terres d'excavaciIREV_Volum " Volum aparentIREV_Abocador  a abocadorgREV_Propia > 6reutilitzar en prpia obra)gREV_Altre @ 8reutilitzar en un altre obraRF >Volums dels residus d'excavaciYH`cH`cNYY Y  Y  Y Y  POR_SIS_IDPOR_TipusPOR_ColumnaPOR_CodiPOPOR_Descripcio&POR_UnitatAmidamentPryYPrimaryKeyv1@Nxy z  {  |  }  ~       q^KN O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N ! G' xFoapȐ! * ! 1GTs/^w=d# zDGl/* !O !LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p !N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N   G' xFoapȐ! *   1GTs/^w=d# zDGl/*  O  LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p  N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O LJץMElZ퍉Jl𪙃'$v>b ,:D3?q?l6NpbHۢLQ3IV^Y}Nc9/p N  G' xFoapȐ! *  1GTs/^w=d# zDGl/* O  .YH`cH`cNYY Y YYFPM_SIS_ID FPM_ID"FPM_DescripcioCAT"FPM_DescripcioCASFPM_CompleixYYPrimaryKeyv1b  YN  Y Y  Y  Y YY Y Y ,YY  Y  $SEP_SIS_IDSEP_CodiSEP_CodiCERSEP_DescripcioSEP_PESSEP_Volum$SEP_SeparaProjecte SEP_TipusGuardarSEP_FactorSEP_PESENDERROC"SEP_VOLUMENDERROCR_sn_PYPrimaryKeyv1 (LVAL% ˀȀMR28RequiredAllowZeroLength)NOR_SIS_ID 0NOR_Ambit  * NOR_ID  'NOR_Ordre 3$NOR_Obligatoria MR28RequiredAllowZeroLength)NOR_SIS_ID 0NOR_Ambit  * NOR_ID  'NOR_Ordre 3$NOR_Obligatoria %NOR_Data MR2PRequiredAllowZeroLengthDescription_GES_SIS_ID 6 .Identificador de l'U.C.aGES_Tipus : 21:Excavaci; 2: SeparacifGES_Columna  2 *On associem el gestorFGES_Gestor    Gestorl*$GES_GestorEnderroc  * "Gestor d'enderrocfZ RGestors associats a excavaci o separaciMR2PRequiredAllowZeroLengthDescription_OGR_SIS_ID 6 .Identificador de l'U.C.eOGR_PARE_ID : 2Pare de la operacio de grE OGR_ID $ Operacio de grWOGMR2PRequiredAllowZeroLengthDescription_GES_SIS_ID 6 .Identificador de l'U.C.aGES_Tipus : 21:Excavaci; 2: SeparacifGES_Columna  2 *On associem el gestorFGES_Gestor    GeMR2PRequiredAllowZeroLengthDescription_GES_SIS_ID 6 .Identificador de l'U.C.aGES_Tipus : 21:Excavaci; 2: SeparacifGES_Columna  2 *On associem el gestorFGES_Gestor    Gestorl*$GES_GestorEnderroc  * "Gestor d'enderrocfZ RGestors associats a excavaci o separaciMR2PRequiredAllowZeroLengthDescription_OGR_SIS_ID 6 .Identificador de l'U.C.eOGR_PARE_ID : 2Pare de la operacio de grE OGR_ID $ Operacio de grWOGR_ORDRE 0 (Ordre de la operaci_OGR_TRIAT 8 0Triat per fer la memriamOGR_REVISAT B :l'usuari ha revisat les dades~("OGR_DESCRIPCIOCAT  > 6Ttol la operaci en catal("OGR_DESCRIPCIOCAS  B :Ttol la operaci en castellOGR_RTFCAT  Z Rpargraf de word de la operaci en catalOGR_RTFCAS  ^ Vpargraf de word de la operaci en castellRF >Operacions de gesti de residus #YN  Y Y YY YYY$Y,Y4Y  <Y  DY  LRSR_SIS_IDRSR_CodiRSR_VolumRSR_PesRSR_VolumCon$RSR_VolumConExtern$RSR_VolumConInternRSR_VolumEnd$RSR_VolumEndExtern$RSR_VolumEndInternRSR_PesConRSR_PesEndYPrimaryKeyv1 LVALsMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacesk V NCont les dades generals de pressupost.0*PRE_RecalculAutomatic      mX PIndicador de si el reclcul s automtic("PRE_AccioCultural      md \Indicador de si es t partida d'acci cultural.(PRE_PerAccioCultural       m@ 8Percentatge d'acci culturalPRE_PerIVA       m@ 8Percentatge d'IVA. No s'usa.4.PRE_PerDespesesGenerals       m^ VPercentatge de despeses generals. No s'usa.82PRE_PerBeneficiIndustrial       md \Percentatge per benefici industrial. No s'usa.("PRE_DataIniciObra     J BData d'inici de l'obra. No s'usa.PRE_Durada       mP HDurada prevista de l'obra. No s'usa. PRE_CoefBaixa       mB :Coeficient de baixa a aplicar,&PRE_RecalculPendent      mZ RIndicador de si hi ha un reclcul pendent PRE_UltimFull      t lText variable per l'tim Full, separador de signatures"PRE_Import_PEM       mZ RImport del pressupost d'execuci material("PRE_NumMaxNivells       m^ VNmero de nivells de l'arbre del pressupostW60PRE_TEL_ID_AccioCultural       m Identificador de tipus d'element d'acci cultural. Primer carcter del codi de la partida d'Acci Cultural.G60PRE_FAM_ID_AccioCultural       m Identificador de famlia d'acci cultural. Carcters 2,3,4 del codi de la partida d'Acci Cultural.K60PRE_PAR_ID_AccioCultural       m Identificador de partida d'acci cultural. Carcters 5,6,7,8 del codi de la partida d'Acci Cultural.PRE_SIS_ID       mL DIdent) LVAL9 ificador d'Unitat de Control.PRE_PLT_ID   < 4Identificador de plantilla    mPRE_CES_ID   B :Identificador de l'estructura    mHPRE_PLT_Data    Data de l'ltima modificaci de la plantilla. S'utilitza per la validaci de la plantilla d'un pressupost  General Date  ,&PRE_ImportLicitacio    Import Licitaci (emprat noms en el llistat de Situaci econmica)    m/ PRE_ImportPEC  =.(PRE_ImportModificats  9 PRE_IMSE_COEF    1B*$PRE_IMSE_SIGNATURA   %PRE_IDGR  LVALsMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacesk V NCont les dades generals de pressupost.0*PRE_RecalculAutomatic      mX PIndicador de si el reclcul s automtic("PRE_AccioCultural      md \Indicador de si es t partida d'acci cultural.(PRE_PerAccioCultural       m@ 8Percentatge d'acci culturalPRE_PerIVA       m@ 8Percentatge d'IVA. No s'usa.4.PRE_PerDespesesGenerals       m^ VPercentatge de despeses generals. No s'usa.82PRE_PerBeneficiIndustrial       md \Percentatge per benefici industrial. No s'usa.("PRE_DataIniciObra     J BData d'inici de l'obra. No s'usa.PRE_Durada       mP HDurada prevista de l'obra. No s'usa. PRE_CoefBaixa       mB :Coeficient de baixa a aplicar,&PRE_RecalculPendent      mZ RIndicador de si hi ha un reclcul pendent PRE_UltimFull      t lText variable per l'tim Full, separador de signatures"PRE_Import_PEM       mZ RImport del pressupost d'execuci material("PRE_NumMaxNivells       m^ VNmero de nivells de l'arbre del pressupostW60PRE_TEL_ID_AccioCultural       m Identificador de tipus d'element d'acci cultural. Primer carcter del codi de la partida d'Acci Cultural.G60PRE_FAM_ID_AccioCultural       m Identificador de famlia d'acci cultural. Carcters 2,3,4 del codi de la partida d'Acci Cultural.K60PRE_PAR_ID_AccioCultural       m Identificador de partida d'acci cultural. Carcters 5,6,7,8 del codi de la partida d'Acci Cultural.PRE_SIS_ID       mL DIdent LVAL ificador d'Unitat de Control.PRE_PLT_ID   < 4Identificador de plantilla    mPRE_CES_ID   B :Identificador de l'estructura    mHPRE_PLT_Data    Data de l'ltima modificaci de la plantilla. S'utilitza per la validaci de la plantilla d'un pressupost  General Date  ,&PRE_ImportLicitacio    Import Licitaci (emprat noms en el llistat de Situaci econmica)    m/ PRE_ImportPEC  =.(PRE_ImportModificats  9 PRE_IMSE_COEF    1B*$PRE_IMSE_SIGNATURA   %PRE_IDGR  %PRE_BDGR LVALsMR2 FilterOrderByValidationRuleValidationTextOrderByOnColumnWidthColumnOrderColumnHiddenDescription FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlacesk V NCont les dades generals de pressupost.0*PRE_RecalculAutomatic      mX PIndicador de si el reclcul s automtic("PRE_AccioCultural      md \Indicador de si es t partida d'acci cultural.(PRE_PerAccioCultural       m@ 8Percentatge d'acci culturalPRE_PerIVA       m@ 8Percentatge d'IVA. No s'usa.4.PRE_PerDespesesGenerals       m^ VPercentatge de despeses generals. No s'usa.82PRE_PerBeneficiIndustrial       md \Percentatge per benefici industrial. No s'usa.("PRE_DataIniciObra     J BData d'inici de l'obra. No s'usa.PRE_Durada       mP HDurada prevista de l'obra. No s'usa. PRE_CoefBaixa       mB :Coeficient de baixa a aplicar,&PRE_RecalculPendent      mZ RIndicador de si hi ha un reclcul pendent PRE_UltimFull      t lText variable per l'tim Full, separador de signatures"PRE_Import_PEM       mZ RImport del pressupost d'execuci material("PRE_NumMaxNivells       m^ VNmero de nivells de l'arbre del pressupostW60PRE_TEL_ID_AccioCultural       m Identificador de tipus d'element d'acci cultural. Primer carcter del codi de la partida d'Acci Cultural.G60PRE_FAM_ID_AccioCultural       m Identificador de famlia d'acci cultural. Carcters 2,3,4 del codi de la partida d'Acci Cultural.K60PRE_PAR_ID_AccioCultural       m Identificador de partida d'acci cultural. Carcters 5,6,7,8 del codi de la partida d'Acci Cultural.PRE_SIS_ID       mL DIdent LVAL ificador d'Unitat de Control.PRE_PLT_ID   < 4Identificador de plantilla    mPRE_CES_ID   B :Identificador de l'estructura    mHPRE_PLT_Data    Data de l'ltima modificaci de la plantilla. S'utilitza per la validaci de la plantilla d'un pressupost  General Date  ,&PRE_ImportLicitacio    Import Licitaci (emprat noms en el llistat de Situaci econmica)    m/ PRE_ImportPEC  =.(PRE_ImportModificats  9 PRE_IMSE_COEF    1B*$PRE_IMSE_SIGNATURA   %PRE_IDGR  .PRE_BDGR   G YN  YYYY YY Y  Y  Y Y   OGR_SIS_IDOGR_PARE_ID OGR_IDOGR_ORDREOGR_TRIATOGR_REVISAT"OGR_DESCRIPCIOCAT"OGR_DESCRIPCIOCASOGR_RTFCATOGR_RTFCASYPrimaryKey  C YN  Y Y ( Y YYY  Y YY Y   NOR_SIS_IDNOR_Ambit NOR_IDNOR_OrdreNOR_ObligatoriaNOR_Data"NOR_DescripcioCAT"NOR_DescripcioCASNOR_MarcadaNOR_OrigeneYPrimaryKeyv1bLVAL? ???? MR2jRequiredAllowZeroLengthDescriptionDefaultValue_SEP_SIS_ID 6 .Identificador de l'U.C.XSEP_Codi  * "id del tcer o t3c\SEP_CodiCER  (  Codi cer ficticir"SEP_Descripcio  8 0Descripci de la fracci1SEP_PES  Pes;SEP_Volum   Volum e*$SEP_SeparaProjecte , $Separaci projecte|& SEP_TipusGuardar  > 6tipus de residu par guardarSEP_Factor t lFactor per calcular el pes i el volum que vol l'usuari<0 (Separaci de residus=$SEP_PESMR2jRequiredAllowZeroLengthDescriptionDefaultValue_SEP_SIS_ID 6 .Identificador de l'U.C.XSEP_Codi  * "id del tcer o t3c\SEP_CodiCER  (  Codi cer ficticir"SEP_Descripcio  8 0Descripci de la fracci1SEP_PES  Pes;SEP_Volum   Volum e*$SEP_SeparaProjecte , $Separaci projecte|& SEP_TipusGuardar  > 6tipus de residu par guardarSEP_Factor t lFactor per calcular el pes i el volum que vol l'usuari<0 (Separaci de residus=$SEP_PESENDERROC   0MR2PRequiredAllowZeroLengthDescription_NOL_SIS_ID 6 .Identificador de l'U.C.zNOL_Ambit  J Bmbit d'aplicaci de la normativavNOL_NormaID  B :Identificador de la normativaT NOL_ID  * "Identificador LERF: 2Relaci Normativa - LER'SMR2PRequiredAllowZeroLengthDescription_NOR_SIS_ID 6 .Identificador de l'U.C.zNOR_Ambit  J Bmbit d'aplicaci de la normatival NOR_ID  B :Identificador de la normativaaNOR_Ordre : 2Ordenaci de la normativae$NOR_Obligatoria 2 *Normativa obligatoriaUNOR_Data 0 (Data d'actualitzaci("NOR_DescripcioCAT  F >Descripci de l'acci en catal("NOR_DescripcioCAS  J BDescripci de l'acci en castellANOR_Marcada  MarcadaNOR_Origen  P HOrigen de la normativa ITEC o USUARI:. &Normativa aplicable gYD>$D>$D>$NY Y ( Y  Y DNOL_SIS_IDNOL_AmbitNOL_NormaID NOL_IDTGNASYPrimaryKeyv1 m k @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@  Q[8>LJ8f cQ[:J8:8 c Q[:x88:8 n4Q[<<88@8 c#Q[:o686 c!Q[>Bo68@ c,Q[>Bo6:6 c(Q`<8:B:\ n>8 qQ`O<8>>: qQ`O<8>>< qQ`O<8>>m qQ`O866> qQ`O>86DH qQ`OB:B:< q Q`OLo66@ qQb<>B>fD e0Qf:8<66@ nQf:8<86: nQf:8Jm<: nQf::8^<< nQf::H nQf:>f:6J nQf:@@::H nQf:D:68< nQf><>BD6 n QfD<88m> nQfDmi nQfDmk nQfD q1Qh`:oJ6@ q2Qh`:oS68 q9Qh`:oS6: q:Qh`:oS6< q;Qi d8S[k8o6@6 iS[k@o886 iS[kJo686 n1S[kLo686 n2Si:U@od^Q f-SiB><8<8 f.UO@Wo@OJ q%\8BFx66@ d\:8>:88J d\:8>D@88 q\:8>F<>8 c;\:8B8@88 c2\:8B8@o: c5\:8B<@88 c3\:8B>DD8 c:\:8Boi68 c4\:8FL: q\:8Fo66f c7\:8FoJD8 d\:8H:<88 d\:8H>B:8 d\:8H>D:8 d\:8HDF:8 d \:8HMM88 q$\:8J8688 c/\:8J:688 c0\:8J<688 c1\:8J<6oU c8\:8Jo66` d \:8L8688 c6\:8L<688 q7\:8Lo6db c9\:8O<@88 f!\:8Oo668 d\:8Q8O88 d\:8QJ6M: i&\:8QS688 d\:8QS6i< i \:8QU688 d\:8U8688 d\:8U:688 d \:8Wo688 d \:8ho668 d\:8ho66: d \:8x:DB6 d \:8x:DB6 f7\>@iQ666 c\>U:86<@ q&\@xi8UMo f4\D[@86fL i\FDF8886 e\FDF8886 f8\FDF8886 q\FDF888S f<\HL nffJofifJ qffJoiQfS n$ffJokJJS f$ LVAL ) T HMostrador de control Mos.1de 275 cm. de llargaria total format per taulell superior de 105 cm. d'alada i 30 cm. d'amplada amb tauler de 25 mm, acabat amb frmica Sef i cantejat massis sobre estructura vertical de rastrells de fusta, revestit amb dues cares amb tauler dm hidrfug lacat, i taulell inferior Mostrador de control Mos.1de 275 cm. de llargaria total format per taulell superior de 105 cm. d'alada i 30 cm. d'amplada amb tauler de 25 mm, acabat amb frmica Sef i cantejat massis sobre estructura vertical de rastrells de fusta, revestit amb dues cares amb tauler dm hidrfug lacat, i taulell inferior de 75 cm. d'amplada amb tauler de 25 mm, acabat amb tauler fenlic compacte de 9 mm. HPL de color negre i cantejat massis, amb potes regulables de tubulars metl.lics d.40, pintats epoxi color blanc, amb canaleta passacables, dos forats passacables i embellidors, col.locat sobre obra amb fixacions mecniques.Bomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus 3x2 inverter i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locadaLlumenera adosada a sostre individual amb difusor opal per 1 fluorescents tipus T-5 de 80W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector alumini acabat natural, model FIL 1x80W de Lamp, incls tub fluorescent 80W/840 tipus T-5 de 16mm, installatLlumenera adosada a sostre individual amb difusor opal per 1 fluorescents tipus T-5 de 54W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector alumini acabat natural, model FIL 1x54W de Lamp, incls tub fluorescent 54W/840 tipus T-5 de 16mm, installatVidriera AL.R7 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb una fulla batent, per a un buit d'obra de 86x220cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors Pba programa 200D (art.276) d'acer inox, mecanismes, pany i clau i ferratges. Gelosia LAM.6 per protecci serie FOC de lama fixa mod. T-120x20B separats 3 cm.,de Tamiluz o equivalent, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 45x100 cm.Unidad de control RW. Unitat XarxaVirtual Salto o equivalent, amb totes les caracterstiques RVS, crrega i descrrega a i des de targeta Proxi Mifare Salto, unitat On line, incls targeta Ethernet i possibilitat lector n/out ( ref. CU50ENSVN )Portill motoritzat bidireccional GasStile S amb columne de 950 mm. d'alada, amb fulla de vidre, amb sistema de rotaci lliure, per pas de minusvlids, paqueteria i emergncia, pictogrames d'orientaci, acabat acer inox Aisi 304. Moble amb torn i trpode model TrisStile RO, electromecnic bidireccional de Gunnebo o equivalent, amb sistema de caiguda del bra en cas d'emergncia, sistema d'amortiment hidralica , pictogrames d'orientaci, acabat acer inox Aisi 304.LVAL*i iiiiiiiiiiiiiii˸ǸǸǸǸǸǸǸǸǸǸǸǸǸǸMRMR28RequiredAllowZeroLength)GRM_SIS_ID ! GRM_ID %GRM_NODE 'GRM_ORDRE 4GRM_NOM_CAT  4GRM_NOM_CAS  0GRM_FNAME  8 GRM_CONTINGUT  MR28RequiredAllowZeroLength)GRM_SIS_ID ! GRM_ID %GRM_NODE 'GRM_ORDRE 4GRM_NOM_CAT  4GRM_NOM_CAS  0GRM_FNAME  8 GRM_CONTINGUT  #GRM_SEL MR2PRequiredAllowZeroLengthDescription_POE_SIS_ID 6 .Identificador de l'U.C.b POE_IdFraccio  * "On associem la PO$POE_TipusResidu  D <CON Construcci , END Enderrocn$POE_TipusGestio  2 *E Externa , I Interna\POE_CodiPO  * "partida associada"POE_Descripcio  L DDescripci de la partida associada,&POE_UnitatAmidament  @ 8U.A. de la partida associadaZN FPartides associades resum separaciMR2jRequiredAllowZeroLengthDescriptionDefaultValue_RSR_SIS_ID 6 .Identificador de l'U.C.PRSR_Codi  " Identificador;RSR_Volum   Volum 1RSR_Pes  PesH< 4Resum separaci de residus7RSR_VolumCon   0C*$RSR_VolumConExtern   0C*$RSR_VolumConIntern   07RSR_VolumEnd   0C*$RSR_VolumEndExtern   0C*$RSR_VolumEndIntern   03RSR_PesCon   03RSR_PesEnd   0MR2jRequiredAllowZeroLengthDescriptionDefaultValue_SEP_SIS_ID 6 .Identificador de l'U.C.XSEP_Codi  * "id del tcer o t3c\SEP_CodiCER  (  Codi cer ficticir"SEP_Descripcio  8 0Descripci de la fracci1SEP_PES  Pes;SEP_Volum   Volum e*$SEP_SeparaProjecte , $Separaci projecte|& SEP_TipusGuardar  > 6tipus de residu par guardarSEP_Factor t lFactor per calcular el pes i el volum que vol l'usuari<0 (Separaci de residus=$SEP_PESENDERROC   0A("SEP_VOLUMENDERROC   0 :YH`cH`cN  Y Y  Y  Y  Y  Y Y POE_SIS_IDPOE_IdFraccioPOE_TipusResiduPOE_TipusGestioPOE_CodiPOPOE_Descripcio&POE_UnitatAmidament YPrimaryKey  v1@  2r  9 ] ,]q{@,]q{@Q_FitxesIndexQ_FitxesIndexFamiliesNffffffffffd ,]q{@,]q{@Q_FitxesIndexQ_FitxesIndexNVVVVVVVVVVT ,]q{@,]q{@Q_FitxesQ_FitxesIndexNLLLLLLLLLLJ q{@q{@QualitatQ_FitxesNBBBBBBBBBB@ !q{@,]q{@Q_FitxesIndexFamiliesNB@XXXLLLLLLLJ @q{@,]q{@Q_FitxesIndexN'@HHH<<<<<<<: @q{@eq{@Q_FitxesNR@ )>>>22222220 @޷q{@߷q{@MA_NODEGRAFICN@HHH<<<<<<<: @sTq{@tTq{@MA_GRAFICN@ @@@44444442 @ sTq{@tTq{@MA_POResumSeparacioN@! TTTHHHHHHHF @   XYN  YYYY  Y  Y  Y  YYGRM_SIS_ID GRM_IDGRM_NODEGRM_ORDREGRM_NOM_CATGRM_NOM_CASGRM_FNAMEGRM_CONTINGUTGRM_SELYPrimaryKeyH ` %jv"0?@@@@NB?@pdpЁjj__BB17U003Perfil U d'acer inoxidable de 15x30 mmA@mBB17U003ETVEN.3VEN.3  Ӏ0?І@І@І@І@@@@c de Tecnal e Fx__BAF7ALR4Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi5@-uBAF7ALR4ETVEN.3VEN.3KAA77777333333)' 0?= ףp=?= ףp=?= ףp=?= ףp=?@__B8816200Morter monoc.cim.+addit.granul.selecc. p/raspatS@D=kgB8816200ETB8816200Banc GISA Edificaci Obra NovaVEN.3TJJ 0?= ףp=@= ףp=@= ףp=@= ףp=@s@m de desenvolupa, com a mxi__B5ZD1DC3Pea p/minvell,planxa ac.galv. g=0,7mm,desenv.<=40cm,3plecs{@!2mB5ZD1DC3ETVEN.2VEN.3"       0?@P@@P@@P@@gruix amb forats a fixacions__B0G19B0BPedra calcria nacional amb una cara a tall de serra preu alt, de 30 mm de gruix amb forats per a fi@m2B0G19B0BINVEN.3VEN.3MCC99999555555+'0?????@__B0D81480Plaf metl.lic50x100cm,50usos,@m2B0D81480ETB0D81480Banc GISA Edificaci Obra NovaVEN.3C99 0?ffffff?ffffff?ffffff?ffffff?@00 T, 6x2,2 m, ss UNE 36092"__B0B341C2Malla el.b/corrug.ME 30x15cm,D:4-4mm,B500T,6x2,2ml@2m2B0B341C2ETVEN.2VEN.3 0?q= ףp?q= ףp?q= ףp?q= ףp?@__B0B2A000Acer b/corrugada B 500 SA@kgB0B2A000ETB0B2A000Banc GISA Edificaci Obra NovaVEN.3=33 0?Hz3@Hz3@Hz3@Hz3@ @__A013P000Ajudant jardinerAjudant jardinerHA013P000EMVEN.3VEN.3  0?Gza@Gza@Gza@Gza@@ nc ni __BHU823LJFIL T5 80W@ UBHU823LJETVEN.3VEN.3 0?Q]@Q]@Q]@Q]@@ipus T-5 de 54W/ reactncia __BHU823LZLlumenera adosada a sostre individual amb difusor opal per 1 fluorescents tipus T-5 de 54W/840, reac@ uBHU823LZETVEN.3VEN.3KAA77777333333)' v1 LVAL$ > >>>>>>>>>>>>>>>>>>MR2PRequiredAllowZeroLengthDescription_FII_SIS_ID 6 .Identificador de l'U.C.FII_Idioma t lIdioma en que estan les fitxes guardades a FII_Fitxes.R FII_ID  (  Codi de la fitxaFII_Pare_ID  b ZApuntador al ID_Pare, null quan sigui la rel./ FII_Utilitzat :"FII_MR2PRequiredAllowZeroLengthDescription_FII_SIS_ID 6 .Identificador de l'U.C.FII_Idioma t lIdioma en que estan les fitxes guardades a FII_Fitxes.R FII_ID  (  Codi de la fitxaFII_Pare_ID  b ZApuntador al ID_Pare, null quan sigui la rel./ FII_Utilitzat :"FII_Descripcio  <$FII_NomCheckBox  MR2PRequiredAllowZeroLengthDescription_FIT_SIS_ID 6 .Identificador de l'U.C.FIT_Idioma t lIdioma en que estan les fitxes guardades a FIT_Fitxes.*$FIT_NomFitxerIndex  | tNom de l'arxiu de la fitxa (document Word) que t l'index.("FIT_NomCheckBoxes   El TAG que utilitzen les marques tipus checkbox al document indexFIT_Fitxes  ^ VTotes les fitxes (documents word) zipejadesMR2PRequiredAllowZeroLengthDescription_NGR_SIS_ID 6 .Identificador de l'U.C.U NGR_ID 4 ,Identificador del nodeNGR_PARE \ TIdentificador del node pare al que pertanyhNGR_NOM_CAT  4 ,Nom del node en catallNGR_NOM_CAS  8 0Nom del node en castellNB :Nodes dels Grfics per al GMAMR2PRequiredAllowZeroLengthDescription_GRM_SIS_ID 6 .Identificador de l'U.C.Y GRM_ID 8 0Identificador del grficwGRM_NODE R JIdentificador del node al que pertanyqGRM_ORDRE J Bordre del grfic respecte al nodelGRM_NOM_CAT  8 0Nom del grfic en catalpGRM_NOM_CAS  < 4Nom del grfic en castellfGRM_FNAME  6 .Nom de l'arxiu importath GRM_CONTINGUT  0 (Contingut del grficAGRM_SEL  Seleccionat8, $Grfics per al GMAbYD>$D>$D>$NYYY Y D Y D>NGR_SIS_ID NGR_IDNGR_PARENGR_NOM_CATNGR_NOM_CAS$>D$>DD>$YPrimaryKeyv1@ U Y80NYY Y 0 Y  Y Y ,FIT_SIS_IDFIT_Idioma$FIT_NomFitxerIndex"FIT_NomCheckBoxesFIT_Fitxes FIT_BancCriteris ,U_IaQ_m$amYYY .rCPrimaryKey QualitatQ_Fitxes\H  S "0?Gz&@Gz&@Gz&@Gz&@@ial;} {\f1\fmodfcharset0\fp__BG2A1900Canal PVC rgid,lateral llis,60x110mm+separadorJ@1MBG2A1900ETVEN.3VEN.3   0?Ҕ@Ҕ@Ҕ@ @__BQM2UF03Desactivador-reactivador EM de sobretaula, per sistema antifurts.C@, uBQM2UF03INVEN.3VEN.3(0?fffffԞ@fffffԞ@fffffԞ@ @ts."__BQM2UF02Antena EM-500, color gris plata TX-RX ( ref 104040-I ), per sistema antifurts.P@+ uBQM2UF02INVEN.3VEN.35++!!!!!0?@@@ @1033 ), per arc furts"__BQM2UF01Unitat electrnica per sistemes EM500&EM700 / 2 antenes-3 antenes ( ref. 101033 ), per arc antifurtsf@* uBQM2UF01INVEN.3VEN.3KAA77777333333)'0?@@@ @valent, col.locaobre obra, a__B7F5ALR7Vidriera AL.R7 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre U@ uB7F5ALR7INVEN.3VEN.3KAA77777333333)'0?@Z@@Z@@Z@ @__BAVJU006Gelosia LAM.6 per protecci serie FOC de lama fixa mod. T-120x20B separats 3 cm.,de Tamiluz o equiva@ uBAVJU006INVEN.3VEN.3KAA77777333333)'0?pq@pq@pq@@ @TCERhH8**a.PA__BQM2U405Lectors integrables en torn Lectors integrables en torn uBQM2U405INVEN.3VEN.3!           0?u@u@u@@ @__BQM2U404Programador GSS de GunneboProgramador GSS de GunnebouBQM2U404INVEN.3VEN.3     0?p= @p= @p= @@ @acterstiqueS, c__BQM2UA03Unidad de control RW. Unitat XarxaVirtual Salto o equivalent, amb totes les caracterstiques RVS, c@ uBQM2UA03INVEN.3VEN.3KAA77777333333)'0?(\i@(\i@(\i@@ @__BQM2UA02Lector mural Proxi modular o equivalent, muntat sobre caixet estandar ( ref WRM9001+WRMBL1 ) instae@) uBQM2UA02INVEN.3VEN.3KAA77777333333)'0?fffff@fffff@fffff@@ @@ __BQM2UA01Consola MP2000 ( ref. CT03110N) de control remot modular per 3 pasos. 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aplicatsELE_CodiITEC       m$ Codi de l'ITEC& ELE_TotalMaDObra       mt lSuma dels imports dels ES de m d'obra que el composen,&ELE_TotalMaquinaria       mv nSuma dels imports dels ES de maquinria que el composen("ELE_TotalMaterial       mr jSuma dels imports dels ES de material que el composen2,ELE_TotalSenseDespeses       m8 0Suma dels tres anteriors& ELE_Justificacio      mB :Flag de SI/NO t justificaciELE_SIS_ID       mJ BIdentificador d'Unitat de Control"ELE_Descripcio      6 .Descripci de l'element"ELE_CTE_TEL_ID   v nIdentificador de tipus d'element de la condici tcnica    m"ELE_CTE_FAM_ID   f ^Identificador de famlia de la condici tcnica    mO*$ELE_CTE_ELE_PAR_ID    Identificador d'element o partida (a blancs si la condici tcnica s per una famlia) de la condici tcnica    m60ELE_PerDespesesAuxiliars   J BPercentatge de despeses auxiliars    m0*ELE_DespesesAuxiliaLVALrs   R JImport calculat de despeses auxiliars    mELE_Aplec   T LIndicador de si el material s d'aplec Yes/No   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FormatInputMaskCaptionDefaultValueRequiredAllowZeroLengthDisplayControlDecimalPlaces | tCont les dades de cada element simple o compost del Banc.ELE_TEL_ID       mH @Identificador de tipus d'elementELE_FAM_ID       m8 0Identificador de famlia ELE_ID       m< 4Identificador de l'element,&ELE_UnitatAmidament       m, $Unitat d'amidament ELE_Rendiment       m Rendiment (sols per EC, per els seus ES de m d'obra i maquinria)ELE_Preu       m zPreu de l'element a tenir en compte amb % i coef. ja aplicatsELE_CodiITEC       m$ Codi de l'ITEC& ELE_TotalMaDObra       mt lSuma dels imports dels ES de m d'obra que el composen,&ELE_TotalMaquinaria       mv nSuma dels imports dels ES de maquinria que el composen("ELE_TotalMaterial       mr jSuma dels imports dels ES de material que el composen2,ELE_TotalSenseDespeses       m8 0Suma dels tres anteriors& ELE_Justificacio      mB :Flag de SI/NO t justificaciELE_SIS_ID       mJ BIdentificador d'Unitat de Control"ELE_Descripcio      6 .Descripci de 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de si l'element prov de la part discreta del fixter FIEBDC3ELE_NomCurt   2 *Nom curt de l'element    m5& ELE_PreuOriginal  3$ELE_DataCreacio  ;,&ELE_DataModificacio  BELE_CONCEPTE     ET:"ELE_CodGeneric   L4.ELE_CodFabricantArticle   8 ELE_Fabricant   D,&ELE_DescParametrica   -ELE_Densitat  )ELE_VForma  )ELE_VFisic  3$ELE_Esponjament  )ELE_Consum  <$ELE_ModificatEN   ;"ELE_MarcatgeCE    0LVALMR2nRequiredAllowZeroLengthValidationRuleDescription_LEF_SIS_ID 6 .Identificador de l'U.C.YLEF_LOT_ID 0 (Identificador de LotvLEF_TIP_FOR  B :Tipus de Formig (HA, HM, HP)oLEF_RES L DResistncia dessitjada del formigLEF_TIP_CON 2 *1 OR 2 OR 3 OR 4 OR 5 Tipus de control de producci: 1-A amb seg qualitat; 2-A sense seg qualitat; 3-BMR2VAccessVersion Build"Show Values Limit,Show Values in Indexed4Show Values in Non-Indexed*Show Values in RemoteAppTitleStartUpForm&StartUpShowDBWindow(StartUpShowStatusBarStartUpMenuBar$AllowShortcutMenusAllowFullMenus(AllowBuiltInToolbars&AllowToolbarChanges$AllowBreakIntoCode AllowSpecialKeysAppIcon,StartUpShortcutMenuBarAllowByPassKeyVersioUpsize6Track Name AutoCorrect Info0Perform Name AutoCorrectCpgConversion 08.50                      :.MR2nRequiredAllowZeroLengthValidationRuleDescription_LEF_SIS_ID 6 .Identificador de l'U.C.YLEF_LOT_ID 0 (Identificador de LotvLEF_TIP_FOR  B :Tipus de Formig (HA, HM, HP)oLEF_RES L DResistncia dessitjada del formigLEF_TIP_CON 2 *1 OR 2 OR 3 OR 4 OR 5 Tipus de control de producci: 1-A amb seg qualitat; 2-A sense seg qualitat; 3-B; 4-C, 5-DULEF_RES_MIT * "Resistncia MitjaiLEF_RES_DES > 6Desviaci de la Resistnciao$LEF_RES_MIT_EST < 4Resistncia Mitja Estimada{*$LEF_RES_MIT_EST_DO B :Resistncia Mitja Estimada DO"LEF_NUM_SERIES T LNmero de series de provetes a 28 diesaLEF_VOLUM : 2Volum acumulat d'amassadaM"LEF_RECORREGUT  Recorregut^& LEF_LOCALITZACIO   Localitzacif.(LEF_LOCALITZACIO_AUX   Localitzaci2& Lots de Formig LEF_MODALITAT   1 OR 2 OR 3 Modalitat dels formigons EHE-08 : 1 - control estadistic, 2 - control 100x100, 3 - control indirecte LVALCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CCanal de formig polmer tipus Ulma mod. U150K sense pendent, d'amplria interior 150 mm i d'alria exterior 220 mm., de secci hidrulica no inferior a 230 cm3, per recollida d'aigues pluvials, en mduls de 1 m. de llargada, cancel.la de seguretat CS150, perfil d'acer galvanitzat per protecci lateral, reixa de fosa dctil nervada mod. FNX150KCCM, de classe C250T segons norma UNE-EN 1433 i de 0,5 de llargada, collocada sobre base de formig amb solera de 150 mm de gruix i parets de 150 mm de gruix LVALDesmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior Desmuntatge i desplaament d'unitat exterior de climatitzaci existent tipus 1x1 des de la coberta fins a nova sala d'installacions, amb suports per a unitat en paret i posterior connexionat a xarxa frigorfica, inclus extensi de lnies frigorfiques i calorifugat, i recrrega de gas refrigerant, amb mitjans manuals i crrega manual sobre cami o contenidor LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat dPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de la xarxa d'aigua segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALPartida alada d'abonament ntegre per a l'arrenjament de la installaci d'escomesa d'aigua existent sota la cambra sanitria, amb substituci de tub existent per tub de PP-R del dimetre adecuat, i claPartida alada d'abonament ntegre per a l'arrenjament de la installaci d'escomesa d'aigua existent sota la cambra sanitria, amb substituci de tub existent per tub de PP-R del dimetre adecuat, i clau de tall d'esfera, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de foPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabada LVALLlumenera adosada a sostre individual amb difusor opal per 1 fluorescents tipus T-5 de 80W/840, reactncia electrnica i 230 V de tensi Llumenera adosada a sostre individual amb difusor opal per 1 fluorescents tipus T-5 de 80W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector alumini acabat natural, model FIL 1x80W de Lamp, incls tub fluorescent 80W/840 tipus T-5 de 16mm, installat LVALSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantSostre de 20+5 cm, per a una sobrecrrega (s+permanents) de 4 a 5 kN/m2, amb revolt de morter de ciment i biguetes de formig pretesat, intereixos 0,7 m, llum <5 m, amb una quantia de 5 kg/m2 d'acer en barres corrugades B 500 S, malla electrosoldada B 500 T de 15x30 cm, 6 i 6 mm de D, i una quantia de 0,075 m3/m2 de formig HA-25/B/20/IIa abocat amb cubilot LVAL%Partida alada d'abonament ntegre dajuts del ram de paleta Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons pPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci dPartida alada d'abonament ntegre dajuts Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament sPartida alada d'abonament ntegre dajuts Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la insPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sPartida alada d'abonament ntegre dajuts del ram de paleta necessariPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons projectPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci dePartida alada d'abonament ntegrPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons projectePartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejPartida alada d'abonament ntegre dajuts del ram de paleta necessarisPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejamenPartida alada d'abonament ntegre dajuts del ram de paleta necessaris pPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons projPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la instaPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament sPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de saPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons proPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons projecteSePartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci de sanejament segons projecte LVALInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot deInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplria, muntat en perfil DIN LVALInstallaci elctrica per a sistema antifuts de passads amb dues antennes ''EM Designer Metal'' mitjanant lnia independent des del quadre general de distribInstallaci elctrica per a sistema antifuts de passads amb dues antennes ''EM Designer Metal'' mitjanant lnia independent des del quadre general de distribuci amb cablejat ES07Z1 3x1,5mm2, canalitzaci amb tub flexible PE32 mm i protecci magnetotrmica i diefrencial exclusiva, totalment installat i en servei LVALParet estructural per a revestir, de 15 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x150 mm, revestir, llis, categoria I, segons norma UNE-Paret estructural per a revestir, de 15 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x150 mm, revestir, llis, categoria I, segons norma UNE-EN 771-3, col.locat amb morter de ciment prtland amb filler calcari, de dosificaci 1:0,5:4 (10 N/mm2) i amb una resistncia a compressi de la paret de 3 N/mm2 LVALParet estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-Paret estructural per a revestir, de 20 cm de gruix, de bloc de morter de ciment foradat, R-6, de 400x200x200 mm, revestir, llis, categoria I, segons norma UNE-EN 771-3, col.locat amb morter de ciment prtland amb filler calcari, de dosificaci 1:0,5:4 (10 N/mm2) i amb una resistncia a compressi de la paret de 3 N/mm2 LVALCoronament de paret de 13 a 17,5 cm de gruix, amb pedra calcrea natural de 3 cm. de gruix, a tall de serraCoronament de paret de 13 a 17,5 cm de gruix, amb pedra calcrea natural de 3 cm. de gruix, a tall de serra, amb dos cantells en escaire, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 l LVALPaviment amb peces de pedra natural calcria nacional a tall de serra, preu alt, de 20 mm de gruix i de 12Paviment amb peces de pedra natural calcria nacional a tall de serra, preu alt, de 20 mm de gruix i de 1251 a 2500 cm2, col.locada a truc de maceta amb morter ciment 1:8, elaborat a l'obra amb formigonera de 165 l LVALPaviment de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685,per a trfic extra intens i un pes no superiotr a 2,9 kg/mPaviment de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685,per a trfic extra intens i un pes no superiotr a 2,9 kg/m2, de Tarkett mod. Eminent o equivalent, classificaci i reacci al foc M2/Bfl s1 , collocat amb adhesiu acrlic de dispersi aquosa i soldat en calent amb cord cel.lular de dimetre 4 mm. LVALConjunt de reixat de tancament S.2 format per bastidor en forma de creu de tubulars metl.lics 80.50.2, dues portes practicables de dues fulles de 160x225 cm. amb bastidor de tubular de perfil perfrisa serie B i fulles amb bastidor de tubular de perfil perfrisa serie B i lamel.les de planxa d'acer galvanitzat fixes Conjunt de reixat de tancament S.2 format per bastidor en forma de creu de tubulars metl.lics 80.50.2, dues portes practicables de dues fulles de 160x225 cm. amb bastidor de tubular de perfil perfrisa serie B i fulles amb bastidor de tubular de perfil perfrisa serie B i lamel.les de planxa d'acer galvanitzat fixes horitzontals amb forma '' 'Z'' de 500 a 600 mm de desenvolupament, dos fixos de 160x70 cm. amb bastidor de tubular de perfil perfrisa serie B i lamel.les de planxa d'acer galvanitzat fixes horitzontals amb forma '' 'Z'' de 500 a 600 mm de desenvolupament, d'acer galvanitzat, incls claus i ferratges, col.locada LVALFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVALVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaciVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i feVidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. LVALBalconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalTancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, cTancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau.Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiTancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau.Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al Tancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau.Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i Tancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler dePorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALPorta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de Porta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus B. LVALPorta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les duPorta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes tipus C. LVALVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 4+4 mm de gruix, amb classificaci de resistVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 4+4 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o alumini LVALBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0121BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbiUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada  M %H2&?(\?D4ؙ?P2?r/?u@@E9Z4AB24Malla el.b/corr.obra manip.taller ME 30x15,D:4-4,B500T,6x2,2,p/fissuraci superficial pavim@ m2E9Z4AB24POProjecte del Servei d'EmergncVEN.3:00ysnl >&?R0@Ǻ?n,@d`T0@y@@E7C23671Allament planxa (XPS),tens.compres.>=300kPa,resist.compress.>= 2,15m2K/W,g=60mm,sup. llisa,cantell @ m2E7C23671POProjecte del'ampliaci i reforVEN.3C99ysnl >&?)\xd@ET)@{GJb@x&1c@r@@EH2D4ALJLlumenera decorativa muntatge adossat de 80 WT5 FIL de LAMP@$uEH2D4ALJPOProjecte del'ampliaci i reforVEN.3ysnl >&?Q8a@ET)@QE^@Zd;߷`@r@@EH2D4ALZLlumenera decorativa muntatge adossat de 54 WT5 FIL de LAMP@%uEH2D4ALZPOProjecte del'ampliaci i reforVEN.3ysnl >&?33333-@ 3mJ@47B'@,@@@EG2A1902Canal PVC rgid,lateral llis,60x110mm,+ separador,munt.superf.d@MEG2A1902POProjecte del'ampliaci i reforVEN.3ysnl >&?{G%@hZ@Ly@?@@EQM2UF03Desactivador-reactivador EM de sobretaula, per sistema antifurts, instal.latN@uEQM2UF03POProjecte del'ampliaci i reforVEN.3)ysnl >&?Hz.@hZ@3333s=@>@@EQM2UF02Antena EM-500, color gris plata TX-RX ( ref 104040-I ), per sistema antifurts, instal.lat[@$uEQM2UF02POProjecte del'ampliaci i reforVEN.36,,ysnl >&?= ף@g@@@=@@EQM2UF01Unitat electrnica per sistemes EM500&EM700 / 2 antenes-3 antenes ( ref. 101033 ), per sistema antifv@#uEQM2UF01POProjecte del'ampliaci i reforVEN.3A77ysnl >&?(\@L7A`2@ׁsF@y)n@~Y@@EAF5ALR7Vidriera AL.R7 alumini lacat natural plata mate,1 bat.,forat obra 86x220cm preu altU@ uEAF5ALR7POProjecte del'ampliaci i reforVEN.30&&ysnl >&? ףp=`@Clg9@rhL`@@@@EAVJLAM6Gelosia LAM.6, horitzontal alumini natural plata,forat o.45x100 cm.@uEAVJLAM6POProjecte del'ampliaci i reforVEN.3 ysnl >&?RQ@v@/$?@f @@K21B3011Arrencada reixa metl.,mitjans man.,crr.man.]@m2K21B3011POBanc_GISA_Rehabilitaci_2008_vVEN.3 ysnl >&?(\fw@ U@v@<@@EQM2UA05Integraci de lectors en torn, instal.lat+@"uEQM2UA05POProjecte del'ampliaci i reforVEN.3ysnl >8 R @ @ @ @ @ @ @ Qh`:oJ6<J68<`666\DQh`:oJ6<Lh`:oJ6<\EQh`:oJ6>J68:`666\GQh`:oJ6>J68<`666\HQh`:oJ6>Lh`:o>6>\FQh`:oJ6@J68:`666\JQh`:oJ6@J68<`666\IQh`:oJ6@Lh`:o>6@\KQh`:oS68J68:`666\Qh`:oS68J68<`666\Qh`:oS68Lh`:oS68\Qh`:oS6:J68:`666\Qh`:oS6:J68<`666\Qh`:oS6:Lh`:oS6:\Qh`:oS6<J68:`666\Qh`:oS6<J68<`666\Qh`:oS6<Lh`:oS6<\QiJ68@6666?SHUx:@:>M8D6W666>S[k8o6@6J68:[666_S[k8o6@6J68<[666`S[k8o6@6L[k8o6@6`S[k@o886J68:`666lS[k@o886J68<`666 S[k@o886L[k@o6:> S[k@o886L[k@o866kS[kJo686J68:f666 S[kJo686J68<f666 S[kJo686L[kJo686 S[kLo686J68:f666 S[kLo686J68<f666 S[kLo686L[kLo686 Si:U@od^QLi>@od^QaSiB><8<8J68:f666SiB><8<8J68Bf666bSiB><8<8M8@6<666~UO@Wo@OJJ68:b666UO@Wo@OJJ68>6666 UO@Wo@OJL6B><66MUO@Wo@OJLO@Wo@OJ\8BFx66@J68>6666`\8BFx66@M8<8@686` \:8>:88JJ68:B666G\:8>:88JJ68>6666H\:8>D@88J68>6666 p\:8>F<>8J68:@666 LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0361BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbidUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0481BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada LVALTub de polipropil multicapa amb tub interior de polipropil de dimetre 16 mm, nima d'alumini i protecci extTub de polipropil multicapa amb tub interior de polipropil de dimetre 16 mm, nima d'alumini i protecci exterior de polipropil, amb una pressi mxima de servei de 20 bar, connectat a pressi i collocat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 10 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 12 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 15 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 15 mm de dimetre exterior, de 19,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 17 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment LVALAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aprAllament trmic d'escuma elastomrica anticondensaci per a canonades fredes d'acer o coure de 22 mm de dimetre exterior, de 20,0 mm de gruix promig, amb un dimetre interior aproximat de l'allament de 24 mm, amb una conductivitat trmica a 0 C de 0,035 W/mK i classificaci BL-s3,d0 de reacci al foc, amb grau de dificultat alt i col.locat superficialment @LVALYAllament trmic d'eTub flexible corrugat de PVC sense halgens, de 25 mm de dimetre nominal, allant i no propagador de la flama, de baixa emissi de fums i sEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada Encreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmAixeta senzilla temporitzada per a lavabo, muntada superficialment sobre tAixeta senzilla temporitzada per a lavabo, muntada superficialment sobre taulell o aparell sanitari, de llaut cromat, preu alt, amb entrada de 1/2Encreuamnet, de tipus universal, bipolar (2PAixeta senzilla temporitzada per a lavabo, muntada superficialment sobre taulell o aparell sanitari, de llaut cromat, preu alt, amb entrada de 1/2Encreuamnet, de tipus uAixeta senzilla temporitzada per a lavabo, muntada superficialment sobre taulell o aparell sanitari, de llaut cromat, preu alt, amb entrada de 1/2Encreuamnet, de tipus universal, bipolar (2P), 16 AX/25Aixeta senzilla temporitzada per a lavabo, muntada superficialment sobre taulell o aparell sanitari, de llaut cromat, preu alt, amb entrada de 1/2Encreuamnet, de tipus universal, bipAixeta senzilla temporitzada per a lavabo, muntada superficialment sobre taulell o aparell sanitari, de llaut cromat, preu alt, amb entrada de 1/2Encreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductAixeta senzilla temporitzada per a lavabo, muntada superficialment sobre taulell o aparell sanitari, de llaut cromat, preu alt, amb entrada de 1/2Encreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lAixeta senzilla temporitzada per a lavabo, muntada superficialment soLlumenera decorativa tipus downlight, amb lent micropriLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastadLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installadaLlumenera decoraLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installadaLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installadaLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, aLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installadaLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installadaLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protLlumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installada LVALuPolsador de Presa de corrent de supPolsador de tiLlumenerInterruptor crepusLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaciLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, aLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte Llumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs cLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R Llumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled,Llumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3Llumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, installadaPolsador de tipus universal, 10 A 250 V, amb 1 contacte NA, amb tecla, serie 82, METALL noble, de SIMON, aLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, installadaPolsador de tipus universal, 10 A 250 V, amb 1 contacte NA, amb tecla, serie 82, METALL noble, de SIMON, aLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model Llumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model ODLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector plateLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, mLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, installada LVALw coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat perTub de coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat sota canal per a fluids i subjectTub de coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-Central microprocessada bidireccional, amb 8 lnies dobles de detecci supervisades, per tenir 8 zones de detecci i 8 de tamper o 16 zonSirena inteSirena exterior en abs color verPlaca de senyalitzaci interior per a indicaciVlvula d'esfera manual soldada, d'1'' de dimetre nominal, de 16 bVlvula d'esfera manual soldada, d'1'' de dimetre nominal, de 16 bar de pressi nominal, de bronze, preu alt i muntada superficialmentPlaca de senyalitzaci interior per a indicaci de mesures de salvament Vlvula d'esfera manual soldada, d'1'' de dimetre nominal, de 16 bar de pressi nominal, de bronze, preu alt i muntada superficialmentPlaca de senyalitzaci interior per a indicaci de mesures de salvament Vlvula d'esfera manual soldada, d'1'' de dimetre nominal, de 16 bar de pressi nominal, de bronze, preu alt i muntada superficialmentPlaca de senyalitzaci interior per a indicaci de mesures de salvament i vies d'evacuaci, de 210 x 297 mm, amb pintura fotoluVlvula d'esfera manual soldada, d'1'' de dimetre nominal, de 16 bar de pressi nominal, de bronze, preu alt i muntada superficialmentPlaca de senyalitzaci interior per a indicaci de mesures de salvament i vies d'evacuaci, de 210 x 297 mm, amb pintura fotoluminiscent segons normes Vlvula d'esfera manual soldada, d'1'' de dimetre nominal, de 16 bar de pressi nominal, de bronze, preu alt i muntada superficialmentPlaca de senyalitzaci interior per a indicaci de mesures dVlvula d'esfera manual soldada, d'1'' de dimetre nominal, de 16 bar de pressi nominal, de bronze, preu alt i muntada superficialmentPlaca de senyalitzaci interior per a indicaci de mesures de salvament i vies d'evacuaci, de 210 x 297 mm, amb pintura fotoluminiscent segons normes UNE i DIN, fixada mecnicamentSirena exterior en abs color vermell, de 85 dba, amb llum intermitent autoprotegida i autoalimentada per un acumulador incls en el subministrament de la sirena. modell matty de plana fabrega o similar equivalent.Sirena interior amb senyalitzaci acstica, en caixa de plstic blanca. consum 110 ma a 12 vcc. nivell acstic: 110 db. dimensions: 110 x 110 x 55 mm. model: spf-60. referncia plana fbreVlvula d'esfera manual soldada, d'1'' de dimetre nominal, de 16 bar de pressi nominal, de 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dimetre nominal, d11,00 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentAplacat horitzontal amb placa de poliestir Tub de coure semidur d'1'' 1/8 de dimetre nominal, d11,00 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentAplacat horitzontal amb placa deTub de coure semidur d'1'' 1/8 de dimetre nominal, d11,00 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revTub de coure semidur d'1'' 1/8 de dimetre nominal, d11,00 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm deTub de coure semidur d'1'' 1/8 de dimetre nominal, d11,00 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat supAlimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador princFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniques Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniques Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniques &LVALfe amb torn i trpode tipus TRPortPorta metl.lica, formada per muntants de tub 100.40.1Aplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre voAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos iAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locadAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a lAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica dAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb peAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vorAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quaAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm Aplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre voresAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i Aplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, dAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions Aplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l LVALques de fibres vegetals fonoabsorbents, acabat fibra vegetal de viruta de fusta ablomerada amb magnesita tipus HerakuRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibreRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sintRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres deRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, deRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resiRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fFolrat de paraments verticals amMonocapa amb morter de ciment i additius amb granulat seleccionat, Monocapa amb morter de ciment i additius amb granulat seleccionat, col.locat a la estesa sobre paraments sense revestir i acabat raspatFolrat de paraments verticals ambMonocapa amb morter de ciment i additius amb granulat seleccionat, col.locat a la estesa sobre paraments sense revestir i acabat raspatFolrat de Monocapa amb morter de ciment i additius amb granulat seleccionat, col.locat a la estesa sobre paraments sense revestir i acabat raspatFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada ambMonocapa amb morter de ciment i additius amb granulat seleccionat, col.locat a la estesa sobre paraments sense revestir i acabat raspatFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format Monocapa amb morter de ciment i additius amb granulat seleccionat, col.locat a la estesa sobre paraments sense revestir i acabat raspatFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per Monocapa amb morter de ciment i additius amb granulat seleccionat, col.locat a la estesa sobre paraments sense revestir i acabat raspat ,LVALcbonament ntegre peInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat noPartidaAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod,Acer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obrAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldadAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a talleAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb unAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb unAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, Acer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats sAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, trAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a tallAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectanAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a tallerAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraAcer AAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraAcerAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb unaAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldadura fLVALovParedat de gruix vAlimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentRegistre de 45x4 cm. amb placa de guix laminat per a revestir de 10 Registre de 45x4 cm. amb placa de guix laminat per a revestir de 10 mm de gruix, amb perfileria perimetral semioculta en cel ras continu.Cel ras amb plaques de guix laminat per a revestir de 10 mm de gruix, sistema fix amb entramat ocult amb suspensi autoanivelladora de barra roscadaCel ras de plaques Registre dPintat de parament vertical exterior de ciment, amb pintura plstPintat de parament vertical exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatMonocapa Pintat de parament vertical exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatMonocapa amb morter de ciment i additius amb granulat seleccionat, col.locat a la estesa sobre paraments sense revestir i acabat raspatFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb Pintat de parament vertical exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatPintat de parament vertical exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatMonocapa Pintat de parament vertical exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatMonocapa amb morter de ciment i additius amb granulat seleccionat, col.locat a la estesa sobre paraments sense revestir i acabat raspatPintat de parament vertical exterior de 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32 cm de gruix, amb pedra artificial recuperada,Coronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lPintat de parament horitzontal exterior de ciment,Coronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lPintat de parament horitzontal Coronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lPintat de parament horitzontal exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatPintat de parament vertical exterior de ciment, ambCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra ambCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lPintat de parament horitzontal exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons dilCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera deCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb forCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lPintat de paraCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera dCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lPintat de parament horitzontal exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatPintat de parament Coronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lPintat de parament horitzontal exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatPintat de parament vertical exterior de Coronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lPintat de parament horitzontal exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatPintat de parament vertical exterior de cimeCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb fCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra aCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb Coronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 l LVALoambCoroRecrescuda del suport de paviments amb terratzo clLlosa de 6 cm de gruix amb formig HA-2PaviMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 DMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en paviment o soleraMallMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissurMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuracMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en pavimMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraciMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 3Malla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraciMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en paviment o soleraMalla electrosoldada de barreMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control deMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, sMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en paMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 360Malla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en paviment o soleraMaMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en paviment o soMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel contMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en paviMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en paviment o solera LVAL5AI.0Vidriera AL.1d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o eqBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 deBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de Balconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batenBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 4Balconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135xBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una Balconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra deBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. Balconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. Vidriera AL.R7 d'Balconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. ~LVAL:astomrica sense halgens, per a canonades de 35 mm de diInterruptor crepuscular per al comandament automtic de laLinia de vida sistema travspring o equivalent formada per conjunt d'ancSubministre i col.locaci dFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulleFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulleFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, perFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195Finestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.Finestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Finestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratgeFinestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.Finestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. FLVALVcorativa per enLlumenera estanca amb difusor Porta interior P'.1 d'una fulla bScol de material sinttic, sorra i pols de marbre aglomerats amb resines de polister de 7 cm dScol de material sinttic, sorra i pols de marbre aglomerats amb resines de polister de 7 cm d'alria i 7 mm de gruix, de color llis, tipus Trusplas o equivalent, col.locat amb morter adhesiuLmina vinlica d'1,3 mm.Tarkolay o equivalent, amb fibra de vidre i revers amb relleu semiesfric per a instal.laci flotSGelosia LAM.5 per prCortina Armari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fiArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabatArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismes tArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismeArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismes tipus D. Cortina de teixit de fibra de vidre i recobriment de PVC per enfosquiment, d'1,5 a 2 m d'amplria i 2,25 m d'alria com a mxim, amb sistema d'accionaArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares Armari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ),Armari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismes tipus D. Cortina de teixit de fibraArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismes tipus D. Cortina de teixit de fibraArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismes tipus D. Cortina de teixit de fibraArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismes tipus D. Armari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismes tipus D. CortinArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismes tipus D. ,LVALcaArmari A.1, montat sobre Recrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morteRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HA-25/B/20/IlRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HA-25/B/20/Ila, de consistncia Recrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HA-25/B/20/Ila, de consistncia Recrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HA-25/BRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HA-25/B/20/Ila, de conRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, soRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre cRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HARecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HA-25/B/20/Ila, de consistncia tova i grandria mRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HA-25/B/20/Ila, de consistncia tova i grandria mxima del granRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HA-25/BRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HA-25/BRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb fRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobrRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obraRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruix \LVALK sostre de tipus Coronament de paret de 13 a 17,5 cm de gruix, amb pedra calcrea natural de 3 cm. de gruix, a tall de serraCoronament de paret de 13 a 17,5 cm de gruix, amb pedra calcrea natural de 3 cm. de gruix, a tall de serra, amb dos cantells en escaire, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lCoronament de paret de 28 a 32 cm de grFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un Finestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un Finestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un Finestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 1220Finestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'Finestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per aFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x1Finestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.Conjunt de reixat de tancament S.2 format per bastidor en forma de creu de tubulars mFinestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVAL{mic d'escuma elastomrica sense hTub de coure semidur d'1'' 5/8 de Paviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 Paviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 Paviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 dPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 dePaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtlandPavPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtlandPavPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtlandPavPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtlandPavPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtlandPaviPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtlandPaviPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtlandPaviPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa ambPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de cimePaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-cimentPaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtlandPaviment Paviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtlandPavimePaviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtland LVALorrugat de PVC, deTub rgid de PVC, de 25 Tub flexible corrugat de PVC, de 16 mPLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blancLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Coronament de paret de 13 a 17,5 cm de gruix, amb pedra calcrea natural de 3Llinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Coronament de paret de 13 a 17,5 cm de gruix, amb pedLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat perLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat perLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per Llinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Llinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Llinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Llinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Llinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret Llinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Coronament de paLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de forLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per peLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat peLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per pLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar Llinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Coronament dLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Coronament de paret de 13 a 17,5 cm de gruix, amb pedra calcrea natural de Llinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de foLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Coronament de paret de 13 a 17,5 cm de gruix, amb pedLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig. LVALo de lFont d'alPresa de senyal de veu i dFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'ampladFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruixFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruixFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hiFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruiFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per taFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniquFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de finFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniques <LVAL[e i col.locaci de mostrador de control Mos.2 deAcer S355J2H Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic,Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de guix laminat per a revCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de guiCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de guix laCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaReCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45xCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de guix laminat per a revestir de 10 mm de gruix, amb perfileria perimetral semioculta en cel ras continu.Cel ras amb plaques de guix lamiCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspenCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de guix laminat per a revestir de 10 mm de gruix, amb perfileria pCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivellCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscada BLVALXctrozincada, reforat, per a quaExcavaci de clot de plantacInstallaci elctrica i de conInterruptorAixeta de reguAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistnciAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie lliAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betuAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betuAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruiAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40Allament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb laAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellaAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruixAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembrana GA-1 s/UNE 104402, d'una lmina, de densitaAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembrana GA-1 s/UNE 104402, d'una lminaAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisaAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i canAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembranaAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMemAllament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherir 0LVALasmuntatge i posPaviment amb peceCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de pCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266, col.locat sota tubCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no pCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina,Cable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagaCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266, col.locat sota Cable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi sCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums iCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons Cable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266Cable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissiCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266, col.locat sota tub o canaCable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266, col.locat sota tub o canal &LVALfada de PartidIAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb Acer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'impAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a talleAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM Acer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimaci Acer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra Acer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimaci antioAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra Acer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/4Acer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraCapa de neteja i aniAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraCapa de neteja i anivelAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i gAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a tallAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldadura *TTTTTTTTTTTT F 8  2`@Q-@012EHT1U030" 7.000 7.000 C#*D#*E#*F# jj<61/F?w@  001EED5MMY3A@c.HH<61/*`@Q-@012EHT1U030" 7.000 7.000 C#*D#*E#*F# jj<61/*`@{G؊@ A011EHT1U020" 7.000 7.000 C#*D#*E#*F# jj<61/*`@p= דb@010EHB17554-@?^HH<61/*`4@fffffz@009EH614195;@>^HH<61/*`$@33333@ A008EH614190;@=^HH<61/*`@Q k@ 007EH61E834P@b.HH<61/*`?)\xd@ID006EH2D4ALJ0@a.HH<61/*`@Q8q@ID005EH2D4ALZ5@`.HH<61/*`@QՈ@004EH2D5GDLs@_.HH<61/*`8@5@003EH2D4ASY$@^.HH<61/*^S@33333@ID014EG2A1902%@[.HH<61/*^?(\@ 0131G6TQAR1" 1.000 1.000 C#*D#*E#*F# jj<61/*^?q= ףJ@x0121G6TQAR2" 1.000 1.000 C#*D#*E#*F# jj<61/*7?{G%@013EQM2UF03,@DqHH<61/*LVAL B Part reformada mampara administraci 1 .08 2.1 .168 C#*D#*E#*F# 1 2.46 2.1 5.166 C#*D#*E#*F# 1 3.26 2.1 6.846 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 .76 2.1 1.596 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4Zona treball 18 18 C#*D#*E#*F# Despatx 10 10 C#*D#*E#*F# Recepci 12 12 C#*D#*E#*F# Vestbul 12 12 C#*D#*E#*F# Aula formaci 12 12 C#*D#*E#*F# EspZona treball 18 18 C#*D#*E#*F# Despatx 10 10 C#*D#*E#*F# Recepci 12 12 C#*D#*E#*F# Vestbul 12 12 C#*D#*E#*F# Aula formaci 12 12 C#*D#*E#*F# Espai silenci 2 2 C#*D#*E#*F# Pati Zona informtica 16 16 C#*D#*E#*F# Sales 2 4 8 C#*D#*E#*F# Sala clima 1 1 C#*D#*E#*F# Bany 1 1 C#*D#*E#*F# Part reformada. servei homes 1 3 3 C#*D#*E#*F# servei adaptat 1 2 2 C#*D#*E#*F# zona treball 1 3 3 C#*D#*E#*F# Part reformada mampara administraci 1 .08 2.1 .168 C#*D#*E#*F# 1 2.46 2.1 5.166 C#*D#*E#*F# 1 3.26 2.1 6.846 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 .76 2.1 1.596 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 .08 2.1 .168 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 2.4 2.1 5.04 C#*D#*E#*F# 1 .08 2.46 .1968 C#*D#*E#*F# 1 .08 2.46 0 0 C#*D#*E#*F# 1 .08 3.26 .2608 C#*D#*E#*F# encerclat de finestres existents zona de treball 4 2 1.9 .12 1.824 C#*D#*E#*F# 4 1 1.95 .12 .936 C#*D#*E#*F# 4 2 1.9 .12 1.824 C#*D#*E#*F# 4 1 1.75 .12 .84 C#*D#*E#*F# 3 2 1.55 .12 1.116 C#*D#*E#*F# 3 1 1.95 .12 .702 C#*D#*E#*F# rack 1 2 1.9 .12 .456 C#*D#*E#*F# 1 1 1.95 .12 .234 C#*D#*E#*F# aula formacio 1 2 1.8 .12 .432 C#*D#*E#*F# 1 1 1.95 .12 .234 C#*D#*E#*F# espai silenci 3 2 1.8 .12 1.296 C#*D#*E#*F# 3 1 1.45 .12 .522 C#*D#*E#*F# 2 2 1.8 .12 .864 C#*D#*E#*F# 2 1 1.45 .12 .348 C#*D#*E#*F# 3 2 1.8 .12 1.296 C#*D#*E#*F# 3 1 1.45 .12 .522 C#*D#*E#*F# 3 2 1.8 .12 1.296 C#*D#*E#*F# 3 1 1.45 .12 .522 C#*D#*E#*F# Part reformada finestres de dels serveis homes 3 .55 1.15 1.8975 C#*D#*E#*F# finestres de servei adaptat 2 .55 1.15 1.265 C#*D#*E#*F# finestres pasa servei adattat 2 .55 1.15 1.265 C#*D#*E#*F# Part ampliaci encerclat de finestres existents zona de treball 1 2 2.25 .12 .54 C#*D#*E#*F# zona de treball 1 2 2.25 .12 .54 C#*D#*E#*F# LVAL"Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiquFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix,Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitatFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format peFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i rFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplaFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniques LVAL Minicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidorPresa de senyal de veu i dades, de tipus universal, amb connector RJ45 simple, categoria 6 UTP, amb connexi per desplaament de l'allament, amb tapa, preu superior, encastadas, marc metall noble alumini-grafit, serie 82 de SIMON o equivalentTelfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'obertura lateral Minicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi Minicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, Minicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidorPresa de senyal de veu i dades, de tipus universal, amb connector RJ45 simple, categoria 6 UTP, amb connexi per desplaament de l'allament, amb tapa, preu superior, encastadas, marMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidorMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidorPresa de senyal de veu i dades,Minicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidorPresa de Minicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament deMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidor LVAL Acer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod,Acer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraExcavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39 cm d'amplria de treball i escampada de les terres sobrants mecnicament al costat del forat de plantaci, en un pendent inferior al 25 %Electrovlvula per a reg, amb cos de PVC, pressi des d'1 a 10 bars, amb solenoide a 24 vac, presaAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraExcavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39 cm d'amplria de treball i escampada de les terres sobrantAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraExcavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumticAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraExcavaci de clot de plantaci de dimensions 0Acer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraExcavaci de clot de planAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraExcavaci de clot de plantaci dAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraExcavaci de clot de planAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller iAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldadAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller iAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller iAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraExcavaci de clot de plantaci de dimensioAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldadura LVALAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L,Acer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obraParedat de gruix variable de pedra recuperaci carejada, d'una cara vista col.locada amb morter ciment 1:6, elaborat a l'obra amb formigonera de 165 lDesmuntatge i retirada d'armari d'estructura de taulers de fibres de fusta , amb mitjans manuals i crrega manual de runa sobre cami o contenidorDesmuntatge i retirada de mostrador d'Acer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i coAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i Acer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obraAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obraParedat de gruix variable de pedra recuperaci carejada, d'una cara vista col.lAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obraParedat de gruix Acer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat alAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obraParedat de gruix variabAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obraParedat de gruix variable de pedra recuperaci carejada, d'una cara vista coAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, trebAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obraParedat de gruix variable de pedra recuperaci carejada, d'una cara vista col.locada amb morter ciment 1:6, elaborat a l'obra amb formigonera de 165 lDesmuntatge i retirada d'armari d'estructAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al talleAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obraParedat de gruix variable de pedra recupeAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'Acer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i coAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller Acer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i coAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obra LVALAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locatAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballatAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller Acer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller Acer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa Acer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb cargolsAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils lamAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb cargolsAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb cargolsAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb cargolsAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capaAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballaAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb carAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb cargolsAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb cargols LVAL Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'ampladFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniques Revestiment de parament vertical amb taulerFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'ampladFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per Folrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cosFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior forFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, dFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniques RevestimeFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm deFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, dFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfuFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de finsFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada ambFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de finFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de quatre plecs,amb acabat RAL estandar, de 2 mm de gruix, de fins a 60 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniques LVALFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIaFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mxima del granulat 20 mm, abocat des de camiExcavaci de rasa per a pas d'instal.laFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mxima del granulat 20 mm, abocat des de camiExcavaci de rasa per aFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mximFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mxima del granulat 20 mm, abocat des de camiExcavaci de rasa per a pas d'instal.lacions de fins a 1 m de fondria, en roca tova, amb compressor i amb les terres deixades a la voraTreballs de connexionat dFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mxima del granulat 20 mm, abocat des de camiExcavaci de rasa per a pas d'instal.lacions de fins a 1 m de fondria,Formig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mximFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mximaFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mxima Formig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mxima del granulat 20 mm, abocat des de camiExcavaci de rasa per a pas d'instal.Formig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mxima del granulat 20 mm, abocat des de Formig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i Formig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm Formig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bomba LVALGelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres dGelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 175x170 cm.,col.locadaGelosia LAM.1 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames )posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 145x170 cm.,col.locadaVidriera AL.R7 d'alumini lacat plata naturaGelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 175x170 cm.,col.locadaGelosia LAM.1 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames )posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 145x170 cm.,col.locadaVidriera AL.R7 d'alumini lacat plata natural mate de Tecnal sGelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 175x170 cm.,col.locadaGelosia LAM.1 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames )posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 145x170 cm.,col.locadaVidriera AL.R7 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb una fulla batent, per a un buit d'obra de 86x220cm., elaborada amb peGelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 175x170 cm.,col.locadaGelosia LAM.1 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames )posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 145x170 cm.,col.locadaVidriera AL.R7 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb una fulla batent, per a un buit d'obra de 86x220cm., elaborada amb perfilGelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 175x170 cm.,col.locadaGelosia LAM.1 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames )posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 145x170 cm.,col.locadaVidriera AL.R7 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, colGelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 175x170 cm.,col.locadGelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 175x170 cm.,col.locada LVAL Porta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb Porta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. Porta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. Porta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells Porta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. Porta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, Porta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibrPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues carPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues carPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix, cantells xapats, incls mecanismes i ferPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix, cantells xapats, incls mecanismes i ferraPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. PortaPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. LVALUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalenBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, modeBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW Bomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 2Bomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, aBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaciBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 Bomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 Bomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interBomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 1Bomba de calor per a equips de cabal variable de refrigerant VRF per a sistemes de 2 tubs, amb ventilador axial, per a 26 unitats interiors com a mxim, de 101 kW de potncia trmica en fred i 108 kW en calor, de 29,31 kW de potncia elctrica total absorbida, amb alimentaci trifsica de 400 V, amb 3 compressors hermtics rotatius tipus Scroll i fluid frigorfic R410A, model MMY-MAP3614HT8 (36HP) de TOSHIBA o equivalent, amb desguassos, bomba de drenatge, antivibradors i accessoris de crrega de gas necessaris per a un correcte funcionament i instal.laci, inclos el trasllat des de peu de camio fins a sala d'installacions, col.locada LVALnitat de tractament d'aiUnitat interior de sostre de tipus cassette amb ventilador centrfug per a sistemes de cabal variable de reUnUnitat de tractament d'aire de ventilacioAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques deAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjatAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al foAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 2Aplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, aAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent,Aplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques. LVAL"Tub rgid de PVC, de 20 Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic,Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de guix laminat per aCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspeCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspenCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barraCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barrCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barraCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivellaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora dCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de guix laminat per a revestir de 10 mm de gruix, amb perfileria perimetrCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45xCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de guix laminat per a revestir de 10 mm de gruix, amb perfileria perimetral semioculta en cel ras continu.Cel ras amb plaques de guix lamiCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspenCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoaCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de guix laminat per a revestir de 10 mm de gruix, amb perfileria pCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivellCel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscada LVAL Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sisLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sisLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte TCLLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte TCL 36Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentacLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, ancoratge OD-3160 (4P), installadaLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCP TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, anoratge OD-3160 (4P), installadaLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 2Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum naturLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L dLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte Llumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, ancoratge OD-3160 (4P), installada LVAL%u4 Regleta amb 6 bases schucko 2P+T de 10/16 A i 230 V, i un interruptor bipolar de 16Regleta amb 6 bases schucko 2P+T de 10/16 A i 230 V, i un interruptor bipolar de 16 A, per a armaris rack 19, d'1 unitat d'alria, i muntatge horitzontal, col.locadaServRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintarAplacRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per piRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintarAplacat horRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM,Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de deRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibRevestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintarAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de Revestiment de parament vertical amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 16 mm de gruix, sobre base de tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, col.locat amb fixacions mecniques, acabat per pintarAplacat horitzontal amb placa de poliestir extrut de 40 mm i plaques de guix laminat per a revestir de 10 mm de gruix, amb fixacions mecniques.Cel ras amb plaques de guix laminat de 10 mm de gruix, de 120x60 cm, acabat vinlic, sistema desmuntable amb entramat vist amb suspensi autoanivelladora de barra roscadaRegistre de 45x4 cm. amb placa de guix laminat per a revestir de 10 mm de gruix, amb perfileria perimetral semioculta en cel ras continu. LVALArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mximArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera deArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter deArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertical interior, a 3,00 m d'alria, com aArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertical interior, a 3,00 m d'alria, com a mxim,Arrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertical interior, a 3,00 m d'alria, com aArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, dArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertical interArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, dArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, dArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morteArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertical interArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertical Arrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament Arrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regle LVALEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, cEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morter ciment 1:8Paredat de gruix variable de pedra recuperaci carejada, d'una cara vista col.locada amb morter ciment 1:6, elaborat a l'obra amb formigonera de 165 lDesmuntatge i retirada d'armari d'estructura de taulers de fibres de fusta , amb mitjans manuals i crrega manual de runa sobre cami o contenidorDesmuntatge i retirada de moEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.lEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morteEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, colEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morter cEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morter ciment 1:8Paredat de gruix variable de pedra recuperaci carejada, d'una cara vEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morter ciment 1:8ParedatEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morter ciment 1:8Paredat de grEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morter ciment 1:8Paredat de gruix variable de pedra recuperaci carejada, d'una carEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, pEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morter ciment 1:8Paredat de gruix variable de pedra recuperaci carejada, d'una cara vista col.locada amb morter ciment 1:6, elaborat a l'obra amb formigonera de 165 lDesmuntatge i retirada d'armariEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir,Env recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morter ciment 1:8Paredat de gruix variable de peEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.lEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, cEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.lEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morter ciment 1:8 LVALInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot deInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecteInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt Interruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantaniInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb botInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb botInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorpInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplriaInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplria, muntat en perfil DINInterruptor automtic magnetotrmic de 16 a dintensitat nominal, tiInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'Interruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplria, Interruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, dInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, dInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantanInterruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions Interruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplria, muntat en perfil DIN LVAL Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil dinTub flexible corrugat de PVC sense halgens, de 25 mm de dimetre nominal, allant i no propagador de la flama, de baixa emissi de fums i sense emissi de gasos txics ni corrosius, resistncia a l'impacte de 2 J, resistncia a compressi de 320 N i una rigidesa dielctrica de 2000 V, muntat encastatCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil dinTub flexible corrugat de PVC sense halgens, de 25 mm de dimetre nominal, allant i no propagador de la flama, de baixa emissi de fums i sense emissi de gasos txics ni corrosius, resistncia a l'impacte de 2Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_enInterruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil dinTub flexible corrugat de PVC sense halgens, de 25 mm de dimetre nominal, allant i no propagador de la Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 6094Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 Interruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil dinTub flexible corrugat de PVC sense halgens, de 25 mm de dimetre nominal, allant i no propagador de la flama, de baixa emissi de fums i sense emissi de gasos txics ni corrosius, resistncia a l'impacte dInterruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil dinTub flexible corrugat de PVC sense halgens, dInterruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil din>LVALNMostrador de control Mos.2 de 165 cm. de llargaria total format per taulell superior de 73 cm. d'alada i 82 cm. d'amplada amb tauler de 25 mm, amb tauler fenlic compacte de 9 mm. HPL de color negre i cantejat masMostrador de control Mos.2 de 165 cm. de llargaria total format per taulell superior de 73 cm. d'alada i 82 cm. d'amplada amb tauler de 25 mm, amb tauler fenlic compacte de 9 mm. HPL de color negre i cantejat massis sobre estructura vertical de rastrells de fusta, revestit amb dues cares amb tauler dm hidrfug lacat, amb canaleta passacables, dos forats passacables i embellidors, col.locat sobre obra amb fixacions mecniques.LVALm<?xml version="1.0" encoding="ISO-8859-1" ?><XMLFUNCTIONCALL><NAME>kwvnqooiv||</NAME><PARAMS c='1'><P n='kno' t='i' c='Y\'><P n='qR' t='q'>X</P><P n='v " `a' t='{'>k  } a0 9  &#27;H a0  H9 a0 R0 H Ha  H9   Sa  </P><P n='qR  " 0 ' t='q'>Y</P><P n='~ : S0 : ' t=' ' c='a'><P n='k  S' t='q'>`</P><P n='k  X' t='i' c='YX'><P n='k  "  0 : ' t=' ' c='Ya'><P n='k  S' t='q'>Y`</P><P n='k  X' t='i' c='YZ'><P n='waR ' t='q'>Y</P><P n='k0 S   XX' t='{'>k R </P><P n='k0 S   XY' t='{'>k&#27;R  </P><P n='n  R' t='{'>k R </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P 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t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y' t='i' c='YZ'><P n='waR ' t='q'>Z</P><P n='k0 S   XX' t='{'>k R HS0 : 9 0 </P><P n='k0 S   XY' t='{'>k&#27;R  HS0 a0 </P><P n='n  R' t='{'>k R |0 : 9 0 </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Z' t='i' c='YZ'><P n='waR ' t='q'>[</P><P n='k0 S   XX' t='{'>l: 9 a 9  &#27;HS0 : 9 0 </P><P n='k0 S   XY' t='{'>l: 9 a 9  &#27; HS0 a0 </P><P n='n  R' t='{'>l: 9 a 9   |0 : 9 0 </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  [' t='i' c='YZ'><P n='waR ' t='q'>\</P><P n='k0 S   XX' t='{'>m: S0 SHS0 : 9 0 </P><P n='k0 S   XY' t='{'>m: S0 R HS0 a0 </P><P n='n  R' t='{'>m: S0 S|0 : 9 0 </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  \' t='i' c='YZ'><P n='waR ' t='q'>]</P><P n='k0 S   XX' t='{'>Mi: :   0 S</P><P n='k0 S   XY' t='{'>Mi:   0 R </P><P n='n  R' t='{'>xa9 i: :   0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ]' t='i' c='YZ'><P n='waRLVAL ' t='q'>^</P><P n='k0 S   XX' t='{'>Mkk</P><P n='k0 S   XY' t='{'>Mkk</P><P n='n  R' t='{'>kk</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ^' t='i' c='YZ'><P n='waR ' t='q'>_</P><P n='k0 S   XX' t='{'>Mkz</P><P n='k0 S   XY' t='{'>Mkz</P><P n='n  R' t='{'>kz</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>X</P><P n='~aSt  : ' t='q'>X</P><P n='n  a0 : ' t='q'>X</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>X</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n='k   ak0  ' t='q'>Y^___ZY]</P></P><P n='k  ^' t='i' c='YX'><P n='k  "  0 : ' t=' ' c='Y['><P n='k  S' t='q'>YZ</P><P n='k  X' t='i' c='YZ'><P n='waR ' t='q'>Y</P><P n='k0 S   XX' t='{'>k R Hxw</P><P n='k0 S   XY' t='{'>k&#27;R  Hxw</P><P n='n  R' t='{'>k R xw</P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>^]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y' t='i' c='YZ'><P n='waR ' t='q'>Z</P><P n='k0 S   XX' t='{'>l: 9 a 9  &#27;</P><P n='k0 S   XY' t='{'>l: 9 a 9  &#27; </P><P n='n  R' t='{'>l: 9 a 9   </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' t='{'></P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Y]X</P><P n='}:  ' t='q'>[</P></P><P n='k  Z' t='i' c='YZ'><P n='waR ' t='q'>[</P><P n='k0 S   XX' t='{'>i"  RHxa: : </P><P n='k0 S   XY' t='{'>uRHxa: </P><P n='n  R' t='{'>i"  Rxa: : </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n=LVAL'mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  [' t='i' c='YZ'><P n='waR ' t='q'>\</P><P n='k0 S   XX' t='{'>i"  RHkaSHwa  </P><P n='k0 S   XY' t='{'>uRHkaSHwa  </P><P n='n  R' t='{'>i"  RkaSwa  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  \' t='i' c='YZ'><P n='waR ' t='q'>]</P><P n='k0 S   XX' t='{'>i"  RHkaSHxa&#21; R</P><P n='k0 S   XY' t='{'>uRHkaSHxa  R </P><P n='n  R' t='{'>i"  RkaSxa  R </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ]' t='i' c='YZ'><P n='waR ' t='q'>^</P><P n='k0 S   XX' t='{'>i"  RHn  0  Hm: S " 0 S</P><P n='k0 S   XY' t='{'>uRHn  0  Hm: S " 0 R0 </P><P n='n  R' t='{'>i"  Rn  0  m: S " 0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ^' t='i' c='YZ'><P n='waR ' t='q'>_</P><P n='k0 S   XX' t='{'>i"  RHz " 0   S</P><P n='k0 S   XY' t='{'>uRHz" 0   S</P><P n='n  R' t='{'>i"  Rz " 0   S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  _' t='i' c='YZ'><P n='waR ' t='q'>`</P><P n='k0 S   XX' t='{'>q"  aSHxa: : </P><P n='k0 S   XY' t='{'>q"  aSHxa: </P><P n='n  R' t='{'>q"  aSxa: : </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 LVAL" ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  `' t='i' c='YZ'><P n='waR ' t='q'>a</P><P n='k0 S   XX' t='{'>q"  aSHkaSHwa  </P><P n='k0 S   XY' t='{'>q"  aSHkaSHwa  </P><P n='n  R' t='{'>q"  aSkaSwa  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  a' t='i' c='YZ'><P n='waR ' t='q'>YX</P><P n='k0 S   XX' t='{'>q"  aSHkaSHxa&#21; R</P><P n='k0 S   XY' t='{'>q"  aSHkaSHxa  R </P><P n='n  R' t='{'>q"  aSkaSxa  R </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  YX' t='i' c='YZ'><P n='waR ' t='q'>YY</P><P n='k0 S   XX' t='{'>q"  aSHn  0  Hm: S " 0 S</P><P n='k0 S   XY' t='{'>q"  aSHn  0  Hm: S " 0 R </P><P n='n  R' t='{'>q"  aSn  0  m: S " 0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  YY' t='i' c='YZ'><P n='waR ' t='q'>YZ</P><P n='k0 S   XX' t='{'>q"  aSHz " 0   S</P><P n='k0 S   XY' t='{'>q"  aSHz" 0   S</P><P n='n  R' t='{'>q"  aSz " 0   S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>X</P><P n='~aSt  : ' t='q'>X</P><P n='n  a0 : ' t='q'>X</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>X</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n=LVAL'k   ak0  ' t='q'>Y^___ZY]</P></P><P n='k  _' t='i' c='YX'><P n='k  "  0 : ' t=' ' c='`'><P n='k  S' t='q'>_</P><P n='k  X' t='i' c='YZ'><P n='waR ' t='q'>Y</P><P n='k0 S   XX' t='{'>i"  RHkaSHwa  </P><P n='k0 S   XY' t='{'>uRHkaSHwa  </P><P n='n  R' t='{'>i"  RkaSwa  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y' t='i' c='YZ'><P n='waR ' t='q'>Z</P><P n='k0 S   XX' t='{'>i"  RHn  0  Hm: S " 0 S</P><P n='k0 S   XY' t='{'>uRHn  0  Hm: S " 0 R0 </P><P n='n  R' t='{'>i"  Rn  0  m: S " 0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  Z' t='i' c='YZ'><P n='waR ' t='q'>[</P><P n='k0 S   XX' t='{'>i"  RHz " 0   S</P><P n='k0 S   XY' t='{'>uRHz" 0   S</P><P n='n  R' t='{'>i"  Rz " 0   S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  [' t='i' c='YZ'><P n='waR ' t='q'>\</P><P n='k0 S   XX' t='{'>q"  aSHkaSHwa  </P><P n='k0 S   XY' t='{'>q"  aSHkaSHwa  </P><P n='n  R' t='{'>q"  aSkaSwa  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  \' t='i' c='YZ'><P n='waR ' t='q'>]</P><P n='k0 S   XX' t='{'>q"  aSHn  0  Hm: S " 0 S</P><P n='k0 S   XY' t='{'>q"  aSHn  0  Hm: S " 0 R </P><P n='n  R' t='{'>q"  aSn  0  m: S " 0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` LVAL' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ]' t='i' c='YZ'><P n='waR ' t='q'>^</P><P n='k0 S   XX' t='{'>q"  aSHz " 0   S</P><P n='k0 S   XY' t='{'>q"  aSHz" 0   S</P><P n='n  R' t='{'>q"  aSz " 0   S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ^' t='i' c='YZ'><P n='waR ' t='q'>_</P><P n='k0 S   XX' t='{'>MHi: :   0 S</P><P n='k0 S   XY' t='{'>MHi:   0 R </P><P n='n  R' t='{'>|9 i: :   0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>X</P><P n='~aSt  : ' t='q'>X</P><P n='n  a0 : ' t='q'>X</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>X</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n='k   ak0  ' t='q'>Y^___ZY]</P></P></P><P n='z9  RiS " 0 S 9 0 ' t='j'>X</P><P n='k R q  9  0  ' t='{'></P><P n='q 9 a"  S' t='q'>X</P><P n='k  0 ai" `t  0 " : ' t='j'>X</P><P n='k  0 : i:  9 m9  ' t='j'>X</P><P n='m 0  0 i" `t  0 " : ' t='j'>X</P><P n='m 0  0 i" `i:  9 m9  ' t='j'>X</P><P n='m 0  0 xa S0  R ' t='j'>X</P><P n='za:  S0 a|0 :  0 : ~ aS0  : ' t='j'>Y</P><P n='l ` t  a' t='j'>X</P></P></PARAMS></XMLFUNCTIONCALL> LVALCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de cCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de murs de contenci, d'una alria mxima de 3 mFormig per a murs de contenciCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de murs de contCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de murs de contenci, d'una alria mxima de 3 mFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a Capa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de murs de contenci, d'una alria mxima de 3 mFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa dCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de murs de contCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de murs de conteCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de murs de contenCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de murs de contenci, d'una alria mxima de 3 mFormig per a murs de contenci de 3 m d'alCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de murs de contenci, d'una alria mxima de 3 mCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, aCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm,Capa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, aboCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 4Capa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiuLVAL7T  < a 0 DArrebossat reglejat sobre parament vertical interior, a 3,00 mCel ras amb plaques de guix laminat per a revestir de 10 mm de gruix, sisCel ras amb plaques de guix laminat per a revestir de 10 mm de gruix, sistema fix amb entramat ocult amb suspensi autoanivelladora de barra roscadaDoble aplacat vertical amb plaques de guix laminat de 15 mm de gruix, col.locades sobre perfileria dacer galvanitzat amb fixacions mecniquesAplacat vertical amb placa de guix laminat de 15 mm de gruix, col.locada sobre perfileria d'acer galvanitzat amb fixacions mecniquesAplacat de parament vertical exterior a una alria <=3 m, amb pedra calcria nacional, a tall de serra, preu alt, amb forats per a fixacions i aresta viva a les quatre vores, preu alt, de 30 mm de gruix i amb pea nica d'alada i de 60 cm. d'amplada. , col.locada amb ganxos i morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lSubministre i col.locaci de perfil de xapa d'acer galvanitzat per formaci de scol de 35x15mm, fixat mecnicament a parament de guix laminatEnrajolat de parament vertical exterior a una alria >3 m, tesela de pasta de vidre recuperada, col.locades amb morter adhesiu C2 (UNE-EN 12004) i rejuntat amb beurada CG2 (UNE-EN 13888)Enrajolat de parament vertical interior a una alria <=3 m, amb rajola de valncia, preu alt, de 16 a 25 peces/m2, col.locades amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CG1 (UNE-EN 13888)Enguixat a bona vista sobre parament horitzontal interior, a ms de 3,00 m dalria, amb guix YG, acabat lliscat amb guix YF, inclosa la part proporcional d'arestes i raconsEnguixat a bona vista sobre parament vertical interior, a 3,00 m dalria, com a mxim, amb guix YG, acabat lliscat amb guix YF, inclosa la part proporcional d'arestes, racons i reglada de scolArrebossat reglejat sobre parament vertical exterior, a ms de 3,00 m d'alria, amb morter mixt 1:0,5:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat reglejat sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, deixat de regleArrebossat a bona vista sobre parament vertical interior, a 3,00 m d'alria, com a mxim, amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, remolinatPintat ignfug de perfils d'acer amb una capa de imprimaci per a pintura intumescent i tres capes de pintura intumescent, amb un gruix total de 3000 m per conseguir un REI de 60 mm. i amb certificat de garantia.Allament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >=100 kPa, resistncia trmica >=1,45 m2K/W, de gruix 40 mm amb la superfcie llisa i cantell encadellat, col.locada sense adherirMembrana GA-1 s/UNE 104402, d'una lmina, de densitat superficial 5,1 kg/m2 formada per lmina de betum modificat LBM (SBS)-50/G amb una armadura FP de feltre de polister de 190 g/m2, adherida en calent, prvia imprimaciCaixa per a persiana de formig armat per a revestir, de 30x25 cm i de ms de 2 i fins a 3 m de llargria, penjada sostre amb elements metl.lics galvanitzats,Perfileria de planxa d'acer galvanitzat amb perfils de muntant d'amplria entre 46 i 55 mm, col.locats cada 45 cm, i canal d'amplria entre 46 i 55 mm, i banda acstica autoadhesiva fins a 50 mm. d'amplria, fixats mecnicamentEnv recolzat divisori de 4 cm de gruix, de ma foradat senzill de 290x140x40 mm, LD, categoria I, segons la norma UNE-EN 771-1, per a revestir, col.locat amb morter ciment 1:8Pared recolzat divisori de 10 cm de gruix, de totxana de 290x140x100 mm, LD, categoria I, segons la norma UNE-EN 771-1 , per a revestir, col.locat amb morter mixt 1:2:10 LVAL Desgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaciDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm, fins a baixant, caixa o claveguerDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 40 mm, fins a baixant, caixa o claveguerVidre allant de dos vidres laminars de seguretat incolors, amb classificaci de resistncia a l'impacte manual nivell A, de 5+5 mm i 4+4 mm de gruix, i cambra d'aire de 8 mm, col.locat amb llist de vidre sobre fusta, acer o aluminDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm, fins a baixant, caixa o claveguerDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 40 mm, fins a baixant, caixa o claveguerVidre allant de dos vidres laminars de seguretat incolors, amb classificaci de resistncia a l'impacte manual nivell A, de 5+5 mm i 4+4 mm de gruix, i cambra d'aire de 8 mm, col.locat amb llist de vidre sobre fusta, acer o alumiDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm, fins a baixant, caixa o claveguerDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 40 mm, fins a baixant, caixa o claveguerVidre allant de dos vidres laminars de seguretat incolors, amb classificaci de resistncia a l'impacte manual nivell A, de 5+5 mm i 4+4 mm de gruix, i cambra d'aire de 8 mm, col.locat amb llist de vidre sobre fusta, acer o aluminiDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm, fins a baixant, caixa o claveguerDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 40 mm, fins a baixant, caixa o claveguerVidre allant de dos vidres laminars de seguretat incolors, amb classificaci de resistncia a l'impacte manual nivell A, de 5+5 mm i 4+4 mm de gruix, i cambra d'aire de 8 mm, col.locat amb llist de vidre sobre fusta, acer o alumini.Vidre aillant dDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm, fins a baixant, caixa o claveguerDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 40 mm, fins a baixant, caixa o claveguerVidre allant de dos vidres laminars de seguretat incolors, amb classificaci de resistncia a l'impacte manual nivell A, de 5+5 mm i 4+4 mm de gruix, i cambra d'aire de 8 mm, col.locat amb llist de vidre sobre fusta, acer o alumini.Vidre aillant de dos vidres de seguretat incolor, amb classificaci de resistncia a l'impacte manual nivell A, de 3+3 i 3+3 mm de grDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm, fins a baixant, caixa o claveguerDesgus d'aparell sanitari amb tub de PVC-U de paret massisDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm, fins a baixant, caixa o claveguerDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'apliDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm, fins a baixant, caixa o claveguerDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm, fins a baixant, caixa o claveguer LVAL Vidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell B, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiSubministre i col.locaci de bastiment de base per a balconera AL.3, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Subministre i col.locaci de bastiment de base per a balconera AL.2, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Tancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes enVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell B, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiSubministre i col.locaci de bastiment de base per a balconera AL.3, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Subministre i col.locaci de bastiment de base per a balconera AL.2, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Tancament de vidre lluna incolora trempada Vidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell B, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiSubministre i col.locaci de bastiment de base per a balconera AL.3, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Subministre i col.locaci de bastiment de base per a balconera AL.2, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Tancament de vidre llunaVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell B, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiSubministre i col.locaci de bastiment de base per a balconera AL.3, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Subministre i col.locaci de bastiment de base per a balconera AL.2, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Tancament de vidre lluna incolora trempada de 10 mm de Vidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell B, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiSubministre i col.locaci de bastiment de base per a balconera AL.3, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Subministre i col.locaci de bastiment de base per a balconera AL.2, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Tancament de Vidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell B, unides amb butiraVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivellVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivellVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell B, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o alumini LVALVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre laminar de seguretat de dues llunes, amb acabat dVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre laminar de seguretat de dues llunes, amb acabat de Vidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 4+4Vidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora,Vidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre Vidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre lVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre lVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre lVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre lVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobreVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, aceVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fuVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiLVAL-cM7 8  QJLlumenera adosada a sostre individual amb difusor opal per 1 fluorescents tipus TSuministre i col.locaci de mostrador de control Mos.2 de 165 cm. de llargaria total format per taulell superior de 73 cm. d'alada i 82 cm. d'amplada amb tauler de 25 mm, acabat amb tauler fenlic compacte de 9 mm. HPL de color negSuministre i col.locaci de mostrador de control Mos.2 de 165 cm. de llargaria total format per taulell superior de 73 cm. d'alada i 82 cm. d'amplada amb tauler de 25 mm, acabat amb tauler fenlic compacte de 9 mm. HPL de color negre i cantejat massis sobre estructura vertical de rastrells de fusta, revestit amb dues cares amb tauler dm hidrfug lacat, amb canaleta passacables, dos forats passacables i embellidors, col.locat sobre obra amb fixacions mecniques.Suministre i col.locaci de mostrador de control Mos.1de 275 cm. de llargaria total format per taulell superior de 105 cm. d'alada i 30 cm. d'amplada amb tauler de 25 mm, acabat amb frmica Sef i cantejat massis sobre estructura vertical de rastrells de fusta, revestit amb dues cares amb tauler dm hidrfug lacat, i taulell inferior de 75 cm. d'amplada amb tauler de 25 mm, acabat amb tauler fenlic compacte de 9 mm. HPL de color negre i cantejat massis, amb potes regulables de tubulars metl.lics d.40, pintats epoxi color blanc, amb canaleta passacables, dos forats passacables i embellidors, col.locat sobre obra amb fixacions mecniques.Regleta amb 6 bases schucko 2P+T de 10/16 A i 230 V, i un interruptor bipolar de 16 A, per a armaris rack 19, d'1 unitat d'alria, i muntatge horitzontal, col.locadaLlumenera decorativa tipus downlight, amb lent microprismtica, amb portalmpades G 24 q3, amb 2 lmpades fluorescents compacta de 26W TC-DEL 26W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, grau de protecci IP54 model PANOS HG 2/26W TC--D de Lledo, incloses 2 lmpades TC-DEL 26W, equip electrnic o equivalent i col.locada encastadaLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica amb regulaci, sistema DALI, aprofitament llum natural i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCR TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, ancoratge OD-3160 (4P), installadaLlumenera decorativa per encastar de 600x600 per 2 fluorescents compactes tipus TC-L-36W, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3161/NC HFCP TC-L de Lled, amb 2 tubs compacte TCL 36W/21/840 2G11, anoratge OD-3160 (4P), installadaLlumenera decorativa per encastar per 2 fluorescents compactes 17W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector platejat, model OD3652 QM 2x17W, PL-R HF BM de Lled, amb 2 tubs compacte PH MASTER PL-R 17W/840, installadaLlumenera adosada a sostre individual amb difusor opal per 1 fluorescents tipus T-5 de 54W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector alumini acabat natural, model FIL 1x54W de Lamp, incls tub fluorescent 54W/840 tipus T-5 de 16mm, installatLlumenera adosada a sostre individual amb difusor opal per 1 fluorescents tipus T-5 de 80W/840, reactncia electrnica i 230 V de tensi d'alimentaci, amb reflector alumini acabat natural, model FIL 1x80W de Lamp, incls tub fluorescent 80W/840 tipus T-5 de 16mm, installatPolsador de tipus universal, 10 A 250 V, amb 1 contacte NA, amb tecla, serie 82, METALL noble, de SIMON, amb grau de protecci IP-44, encastat o equivalent LVALnt trmic d'escuma elastomrica Allament trmic d'escuma Encreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada Encreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, pentapolar de secci 5x16 mm2, col.locat en tubConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb Encreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, pentapolar de secci 5x16 mm2, col.locat en tubConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb Encreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, pentapolar de secci 5x16 mm2, col.locat en tubConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb Encreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, pentapolar de secci 5x16 mm2, col.locat en tubConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb Encreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, pentapolar de secci 5x16 mm2, col.locat en tubConductor de coure de dEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, pentapolar de secci 5x16 mm2, col.locat en tubConductor de coure de dEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, ambEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, enEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6Encreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, dEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, dEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, deEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastat<LVAL+{ _ Ysecorativa tipusPlaca exterior (placa de carrer) digitalServei de connectoritzaci de 24 enllaos utp en 1 plafo de 19'' amb 24 ports rj45 cat 6 apantallat. incServei de connectoritzaci de 24 enllaos utp en 1 plafo de 19'' amb 24 ports rj45 cat 6 apantallat. inclou senyalitzacio de circuits i certificaci dels punts de veu-dades. completament connectat i comprovat.Emissor de xarxa de dades per a punts d'accs sense fils, certificaci wifi, per a una velocitat de 54 mbps d'acord amb la norma ieee 802.11g. marca orinoco ap-700 wireless access point 802.11b/g proxim o similar equivalent. Torreta antivandlica K45 de Simn KT400/8 per a 8 mecanismes, per a ecastar al paviment amb 2 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 4 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidorMinicolumna K45 de Simn per a 12 mecanismes, per a ecastar al paviment amb 4 presesde senyal de veu i dades, de tipus modular, de mdul ample doble, amb connector RJ45 qudruple, categoria 6 UTP, i 8 endolls, amb connexi per desplaament de l'allament, amb tapa, preu alt, muntada sobre caixa o bastidorPresa de senyal de veu i dades, de tipus universal, amb connector RJ45 simple, categoria 6 UTP, amb connexi per desplaament de l'allament, amb tapa, preu superior, encastadas, marc metall noble alumini-grafit, serie 82 de SIMON o equivalentTelfon auta decor digital. disposa de 2 leds indicadors: de telfon desactivat i de lnia ocupada i de 2 polsadors (obreportes i auxiliar). polsador d'obertura lateral que permet accionar l'obreportes sense necessitat de despenjar. s'instal" la amb cable de 4 conductors. instal" lat i comprovat. model: pe202003Placa exterior (placa de carrer) digital de porter electronic digital, amb sistema de fonia (modular i integrat). modul de control i swicht de codificacio amb polsadors i tarjeter doble. presentacio en alumini extrusionat de 130 mm. dimensions placa 262x130 mm. marca auta decor- f s3 101, d'un polsador. totalment instal.lada i encastada.Alimentador per sistemes d'audio i video. font d'alimentacio conmutada alimentacio 220/240 vac 50hz, 18va. sortida 12 vac i 24 vcc. muntatge en carril din de 10 espais. elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament marca auta model atf-98.Alimentador de videoporter digital, per utilitzar quan hi ha diversos accessos, per a la il.luminaci dels targeters i l'obreportes dels accessos que no estan directament connectats a l'alimentador principal. muntatge en carril din de 6 espais o directe a paret. alimentaci 220/240 vca 50hz 18va. tensi de sortida 12 vac (1 a). elements de subjecci i accessoris per el seu muntatge i connexionat. totalment muntat i en perfecte funcionament. marca auta, model atf-12 o similar equivalent.Vlvula d'esfera manual soldada, d'1'' de dimetre nominal, de 16 bar de pressi nominal, de bronze, preu alt i muntada superficialmentPlaca de senyalitzaci interior per a indicaci de mesures de salvament i vies d'evacuaci, de 210 x 297 mm, amb pintura fotoluminiscent segons normes UNE i DIN, fixada mecnicamentSirena exterior en abs color vermell, de 85 dba, amb llum intermitent autoprotegida i autoalimentada per un acumulador incls en el subministrament de la sirena. modell matty de plana fabrega o similar equivalent.Sirena interior amb senyalitzaci acstica, en caixa de plstic blanca. consum 110 ma a 12 vcc. nivell acstic: 110 db. dimensions: 110 x 110 x 55 mm. model: spf-60. referncia plana fbrega: ala 001004 o similar equivalent.Llumenera d'emergncia LED per a enllumenat d'evacuaci, encastada en sostre, model MCA-4195 1x2W, BL Basic, Emp/ES.ST, installadaLVAL&ra\  Kf&caci de mostrador de control Mos.2 de 165 cm. de llargaria total format per taulell superior de 73 cm. d'aladaParet de tancament passant de gruix Moble amb torn i trpode model TrisStile RO, elecPortExcavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39Excavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39 cm d'amplria de treball i escampada de les terres sobrants mecnicament al costat del forat de plantaci, en un pendent inferior al 25 %Excavaci de clot de plantaci de dimensions 0,5x0,5x0,5 m, amb minicarregadora sobre pneumtics amb accessori retroexcavador de 25 a 39 cm d'amplria de treball i escampada de les terres sobrants mecnicament al costat del forat de plantaci, en un pendent inferior al 25 %Electrovlvula per a reg, amb cos de PVC, pressi des d'1 a 10 bars, amb solenoide a 24 vac, presa 1'', tipus BSP 75 DV de Rain-Bird o equivalent, instal.ladaProgramador electrnic per a 2 zones de reg, amb doble programa, amb pantalla LCD en muntatge superficial, tipus Image 2 de Rain-Bird o equivalent, instal.latTub de polietil de densitat baixa, de 17 mm de dimetre exterior i 14,6 mm de dimetre interior, per a gotejadors autonetejants, autocompensats, amb un cabal de 24 l/h, per a insertar en canonada de polietil des de 12 a 25 mmBoca de reg soterrada de 45 mm, de fosa revestida d'epoxi, amb sortida de rosca tipus Reus, muntada en peric de registre i connectada a la xarxa d'abastamentTanca metl.lica, formada per muntants de tub 100.40.1.5 separats 60 mm, muntats verticalment soldats sobre platina metl.lica 250.8, col.locada amb fixacions mecniques sobre formig sobre forat avellanat, d'alria 155 cm, tot d'acer galvanitzat en calentPorta metl.lica, formada per muntants de tub 100.40.1.5 separats 60 mm, muntats verticalment soldats sobre basidor de tubs 90.60.3 i planxes metl.liques de 2 mm. de gruix de 110x225 cm. pivotant soeix en tanca fixa, pany i clau, tot d'acer galvanitzat en calent.Unidad de control RW. Unitat XarxaVirtual Salto o equivalent, amb totes les caracterstiques RVS, crrega i descrrega a i des de targeta Proxi Mifare Salto, unitat On line, incls targeta Ethernet i possibilitat lector n/out ( ref. CU50ENSVN ), instal.latPortill motoritzat bidireccional GasStile S amb columne de 950 mm. d'alada, amb fulla de vidre, amb sistema de rotaci lliure, per pas de minusvlids, paqueteria i emergncia, pictogrames d'orientaci, acabat acer inox Aisi 304, col.locat, connectat i posada en marxa. Moble amb torn i trpode model TrisStile RO, electromecnic bidireccional de Gunnebo o equivalent, amb sistema de caiguda del bra en cas d'emergncia, sistema d'amortiment hidralica , pictogrames d'orientaci, acabat acer inox Aisi 304, preparaci de les eines de instal.laci, col.locat, connectat i posada en marxa. Paret de tancament passant de gruix 14 cm, de ma calat, HD, de 290x140x75 mm, d'una cara vista, categoria I, segons la norma UNE-EN 771-1, col.locat amb morter per a ram de paleta industrialitzat M 7,5 (7,5 N/mm2 ) de designaci (G) segons norma UNE-EN 998-2Linia de vida sistema travspring o equivalent formada per conjunt d'ancoratges d'extrem amb anella rpida, absorvidor d'energia tot d'acer inoxidable, suport intermig d'cuproalumi,i cable fiador d'acer galvanitzat de d.8 mm., ancorat amb fixacions mecniques, col.locada.Sobreixidor de 35cm. de llargria de tub de coure de 65 mm. de dimetre, acabat en pipa, col.locat encastat a l' obra, i peces de connexi. LVALForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diaForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos componentsParedat de gruix variable de pedra recuperaci carejada, d'una cara vista col.locada amb morter ciment 1:6, elaborat a l'obra amb formigonera de 165 lDesmuntatge i retirada d'armari d'estructura de taulers de fibres de fusta , amb mitjans manuals i crrega manual de runa sobre cami o contenidorDesmuntatge i retirada de mostrador dForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents Forat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos componeForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolventForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos componentsForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos componentsParedat de gruix variable de pedra recuperaci carejada, d'una cara vista col.Forat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos componentsParedat de gruixForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi senseForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos componentsParedat de gruix variaForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos componentsParedat de gruix variable de pedra recuperaci carejada, d'una cara vista cForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos componentsParedat de gruix variable de pedra recuperaci carejada, d'una cara vista col.locada amb morter ciment 1:6, elaborat a l'obra amb formigonera de 165 lDesmuntatge i retirada d'armari d'estrucForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos componentsParedat de gruix variable de pedra recupForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos compoForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents Forat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolveForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents Forat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos components LVALBigueta i revolt per a sostre de 20+5 cm, amb revolt de morter de ciment i biguetes de formig pretesat de Bigueta i revolt per a sostre de 20+5 cm, amb revolt de morter de ciment i biguetes de formig pretesat de 17 a 18 cm d'alria, intereixos 0,7 m, llum <5 m, de moment flector ltim 57,5 kNm per m d'amplria de soBigueta i revolt per a sostre de 20+5 cm, amb revolt de morter de ciment i biguetes de formig pretesat de 17 a 18 cm d'alria, intereixos 0,7 m, llum <5 m, de moment flector ltim 57,5 kNm per m d'amplria de sostreMalla Bigueta i revolt per a sostre de 20+5 cm, amb revolt de morter de ciment i biguetes de formig pretesat de 17 a 18 cm d'alria, intereixos 0,7 m, llum <XMLFUNCTIONCALL><NAME>kwvnqooiv||</NAME><PARAMS c='1'><P n='kno' t='i' c='Y\'><P n='qR' t='q'>X</P><P n='v " `a' t='{'>k  } a0 9  &#27;H a0  H9 a0 R0 H Ha  H9   Sa  </P><P n='qR  " 0 ' t='q'>Y</P><P n='~ : S0 : ' t=' ' c='a'><P n='k  S' t='q'>`</P><P n='k  X' t='i' c='YX'><P n='k  "  0 : ' t=' ' c='Ya'><P n='k  S' t='q'>Y`</P><P n='k  X' t='i' c='YZ'><P n='waR ' t='q'>Y</P><P n='k0 S   XX' t='{'>k R </P><P n='k0 S   XY' t='{'>k&#27;R  </P><P n='n  R' t='{'>k R </P><P n='|  ' t='q'>YX</P><P n='n a" 0 S ' 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t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 LVAL" ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  `' t='i' c='YZ'><P n='waR ' t='q'>a</P><P n='k0 S   XX' t='{'>q"  aSHkaSHwa  </P><P n='k0 S   XY' t='{'>q"  aSHkaSHwa  </P><P n='n  R' t='{'>q"  aSkaSwa  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  a' t='i' c='YZ'><P n='waR ' t='q'>YX</P><P n='k0 S   XX' t='{'>q"  aSHkaSHxa&#21; R</P><P n='k0 S   XY' t='{'>q"  aSHkaSHxa  R </P><P n='n  R' t='{'>q"  aSkaSxa  R </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  YX' t='i' c='YZ'><P n='waR ' t='q'>YY</P><P n='k0 S   XX' t='{'>q"  aSHn  0  Hm: S " 0 S</P><P n='k0 S   XY' t='{'>q"  aSHn  0  Hm: S " 0 R </P><P n='n  R' t='{'>q"  aSn  0  m: S " 0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  YY' t='i' c='YZ'><P n='waR ' t='q'>YZ</P><P n='k0 S   XX' t='{'>q"  aSHz " 0   S</P><P n='k0 S   XY' t='{'>q"  aSHz" 0   S</P><P n='n  R' t='{'>q"  aSz " 0   S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>Y</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>X</P><P n='~aSt  : ' t='q'>X</P><P n='n  a0 : ' t='q'>X</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>X</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n=LVAL'k   ak0  ' t='q'>Y^___ZY]</P></P><P n='k  _' t='i' c='YX'><P n='k  "  0 : ' t=' ' c='`'><P n='k  S' t='q'>_</P><P n='k  X' t='i' c='YZ'><P n='waR ' t='q'>Y</P><P n='k0 S   XX' t='{'>i"  RHkaSHwa  </P><P n='k0 S   XY' t='{'>uRHkaSHwa  </P><P n='n  R' t='{'>i"  RkaSwa  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  Y' t='i' c='YZ'><P n='waR ' t='q'>Z</P><P n='k0 S   XX' t='{'>i"  RHn  0  Hm: S " 0 S</P><P n='k0 S   XY' t='{'>uRHn  0  Hm: S " 0 R0 </P><P n='n  R' t='{'>i"  Rn  0  m: S " 0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  Z' t='i' c='YZ'><P n='waR ' t='q'>[</P><P n='k0 S   XX' t='{'>i"  RHz " 0   S</P><P n='k0 S   XY' t='{'>uRHz" 0   S</P><P n='n  R' t='{'>i"  Rz " 0   S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  [' t='i' c='YZ'><P n='waR ' t='q'>\</P><P n='k0 S   XX' t='{'>q"  aSHkaSHwa  </P><P n='k0 S   XY' t='{'>q"  aSHkaSHwa  </P><P n='n  R' t='{'>q"  aSkaSwa  </P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  \' t='i' c='YZ'><P n='waR ' t='q'>]</P><P n='k0 S   XX' t='{'>q"  aSHn  0  Hm: S " 0 S</P><P n='k0 S   XY' t='{'>q"  aSHn  0  Hm: S " 0 R </P><P n='n  R' t='{'>q"  aSn  0  m: S " 0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` LVAL' t='j'>X</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ]' t='i' c='YZ'><P n='waR ' t='q'>^</P><P n='k0 S   XX' t='{'>q"  aSHz " 0   S</P><P n='k0 S   XY' t='{'>q"  aSHz" 0   S</P><P n='n  R' t='{'>q"  aSz " 0   S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P><P n='k  ^' t='i' c='YZ'><P n='waR ' t='q'>_</P><P n='k0 S   XX' t='{'>MHi: :   0 S</P><P n='k0 S   XY' t='{'>MHi:   0 R </P><P n='n  R' t='{'>|9 i: :   0 S</P><P n='|  ' t='q'>\</P><P n='n a" 0 S ' t='{'>KTKKKTKKX</P><P n='mR S0 ` ' t='j'>X</P><P n='mR Sk0 " ` 0 ` ' t='j'>X</P><P n='~ :  ` ' t='j'>Y</P><P n='~ :  ` k0 " ` 0 ` ' t='j'>X</P><P n='i 9 a0 ' t='q'>Z]</P><P n='}:  ' t='q'>[</P></P></P><P n='t  0 " : ' t='q'>X</P><P n='~aSt  : ' t='q'>X</P><P n='n  a0 : ' t='q'>X</P><P n='~ak R  : ' t='q'>X</P><P n='~an : S0 : ' t='q'>X</P><P n='m: 9 0  0 |"  a0  ' t='q'>X</P><P n='k0   R0 a  n 9 S 9   ' t='j'>X</P><P n='k   ao0  SS' t='q'>Y^___ZY]</P><P n='k   ak0  ' t='q'>Y^___ZY]</P></P></P><P n='z9  RiS " 0 S 9 0 ' t='j'>X</P><P n='k R q  9  0  ' t='{'></P><P n='q 9 a"  S' t='q'>X</P><P n='k  0 ai" `t  0 " : ' t='j'>X</P><P n='k  0 : i:  9 m9  ' t='j'>X</P><P n='m 0  0 i" `t  0 " : ' t='j'>X</P><P n='m 0  0 i" `i:  9 m9  ' t='j'>X</P><P n='m 0  0 xa S0  R ' t='j'>X</P><P n='za:  S0 a|0 :  0 : ~ aS0  : ' t='j'>Y</P><P n='l ` t  a' t='j'>X</P></P></PARAMS></XMLFUNCTIONCALL>LVAL#Q ! ! ! H\Minvell contra parament de lmina de betum modificat amb autoprotecci mineral LBM (SBS) 40/G-Minvell contra parament de lmina de betum modificat amb autoprotecci mineral LBM (SBS) 40/G-FP amb armadura de feltre de polister de 130 g/m2,adherides amb oxiasfalt, prvia imprimaci. Minvell fixat al parament, de planxa d'acer galvanitzat de 0,7 mm de gruix, preformada i de 40 cm de desenvolupament, col.locada amb fixacions mecniquesFormaci de filada amb totxana de 290x140x100 mm, col.locada i arrebossada amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 lArmari metl.lic, en xapa electrozincada, reforat, per a quadre de distribuci, en muntatge superficial, per a 5 fileres de fins a 48 passos de 9 mm per filera, amb cuba, xasss, suport de carrils, marc frontal amb targes perforades, sistema d'etiquetat, obturadors i col.lector terra/neutre, amb porta transparent, pany i clau, de dimensions 550x900x175 mm, col.locatInstallaci elctrica i de connexi informtica per a sistema de control d'accs mitjanant dos torns giratoris i porta d'accs adaptada PMR, alimentaci monofsica 220V, amb lnia independent des del quadre general de distribuci amb cablejat ES07Z1 3x2,5mm2, canalitzaci amb tub flexible PE32 mm i protecci magnetotrmica i diferencial exclusiva, cablejat estructurat categoria 6UTP blindat, connexi a rack informtic, totalment installat i en servei Cable per a transmissi de dades amb conductor de coure, de 4 parells, categoria 6 UTP, allament de poliolefina i coberta de poliolefina, de baixa emissi fums i opacitat reduda, no propagador de l'incendi segons UNE-EN 50266, col.locat sota tub o canalInstallaci elctrica per a sistema antifuts de passads amb dues antennes ''EM Designer Metal'' mitjanant lnia independent des del quadre general de distribuci amb cablejat ES07Z1 3x1,5mm2, canalitzaci amb tub flexible PE32 mm i protecci magnetotrmica i diefrencial exclusiva, totalment installat i en servei Interruptor diferencial de la classe A, gamma terciari, de 40 A d'intensitat nominal, tetrapolar (4P), de 0,03 A de sensibilitat, de dispar fixe instantani, amb bot de test incorporat i indicador mecnic de defecte, construt segons les especificacions de la norma UNE_EN 61008, de 4 mduls DIN de 18 mm d'amplria, muntat en perfil DINInterruptor automtic magnetotrmic de 16 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil dinInterruptor automtic magnetotrmic de 10 a dintensitat nominal, tipus pia corba c, bipolar (2p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 2 mduls din de 18 mm damplria, muntat en perfil dinTub flexible corrugat de PVC sense halgens, de 25 mm de dimetre nominal, allant i no propagador de la flama, de baixa emissi de fums i sense emissi de gasos txics ni corrosius, resistncia a l'impacte de 2 J, resistncia a compressi de 320 N i una rigidesa dielctrica de 2000 V, muntat encastatCoberta invertida no transitable amb pendents de formig cel.lular, capa de protecci per a membranes, de morter, impermeabilitzaci amb una membrana PA-2 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaci, allament amb plaques de poliestir extrut de 60 mm, capa separadora amb geotxtil i acabat de terrat amb capa de protecci de palet de riera Allament de planxa de poliestir extrut (XPS) UNE-EN 13164, resistncia a compressi >= 300 kPa, resistncia trmica >= 2,15 m2K/W, de gruix 60 mm amb la superfcie llisa i cantell mitjamossa, col.locada sense adherirLVAL$ I 1  rqkAcer S355J2H segons UNE-EN 10210-1, per a eInterruptor automtic magnetotrmic de 50 a dintensitat nominal, tipusLlinda prefabricada de cermica armada de 14cm d'amplria i 3.1 m de Llinda prefabricada de cermica armada de 14cm d'amplria i 3.1 m de llargria, per a revestir, col.locada amb el mateix morter de la paretMuntatge i desmuntatge d'encofrat per a lloses, a 3 m d'alria, com a mxim, amb taulers fenlics, per a deixar el formig vistMuntatge i desmuntatge d'encofrat amb plafons metl.lics per a pilars de secci rectangular, per a revestir, d'alria fins a 5 mForat en formig de d. 5 a 20 mm realitzat amb mquina taladradora amb broca de diamant, ancoratge d.16 amb adhesiu de resines epoxi sense disolvents de dos componentsAcer S355J2H segons UNE-EN 10210-1, per a elements d'ancoratge, en perfils foradats laminats en calent srie rod, quadrat i rectangular, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraAcer A/42-B, per a elements d'ancoratge, galvanitzat, en perfils laminats srie L, LD, T, rod, quadrat, rectangular, planxa, treballat al taller i col.locat a l'obraAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb cargolsAcer S275JR segons UNE-EN 10025-2, per a elements d'ancoratge, en perfils laminats en calent srie L, LD, T, rod, quadrat, rectangular i planxa, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraAcer S275JR segons UNE-EN 10025-2, per a pilars formats per pea simple, en perfils laminats en calent srie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimaci antioxidant, col.locat a l'obra amb soldaduraCapa de neteja i anivellament de 10 cm de gruix de formig HM-20/P/40/I, de consistncia plstica i grandria mxima del granulat 40 mm, abocat des de camiAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de murs de contenci, d'una alria mxima de 3 mFormig per a murs de contenci de 3 m d'alria com a mxim, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm i abocat amb bombaFormig per a rases i pous de fonaments, HA-25/P/20/IIa, de consistncia plstica i grandria mxima del granulat 20 mm, abocat des de camiExcavaci de rasa per a pas d'instal.lacions de fins a 1 m de fondria, en roca tova, amb compressor i amb les terres deixades a la voraTreballs de connexionat de la derivaci individual existent per a la biblioteca al nou quadre de protecci i comandament de la biblioteca.(QG) Quadre General elctric de distribuci segons esquema unifilar, amb mecanismes merlin&gerin o equivalent. poder de tall min 6kA, corba per dispar en pia inclos armari metalic complert tipus prisma o equivalent amb porta i clau, homologat, collocat superficialment, totalment installatInterruptor automtic magnetotrmic de 50 a dintensitat nominal, tipus pia corba c, tetrapolar (4p), de 6000 a de poder de tall segons une_en 60898 i de 10 ka de poder de tall segons une_en 60947-2, de 4 mduls din de 18 mm damplria, muntat en perfil dinInterruptor automtic magnetotrmic de 20 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tall segons UNE-EN 60898 i de 10 kA de poder de tall segons UNE-EN 60947-2, de 2 mduls DIN de 18 mm d'amplria, muntat en perfil DINInterruptor automtic magnetotrmic de 6 A d'intensitat nominal, tipus PIA corba C, bipolar (1P+N), de 6000 A de poder de tall segons UNE-EN 60898 i de 10 kA de poder de tall segons UNE-EN 60947-2, de 2 mduls DIN de 18 mm d'amplria, muntat en perfil DINcLVAL&Ю%  N u P&QqTub de coure semidur de 5/8'' de dimetre nominalPaviment de PVC homogeni de 2 mm de gruiPresa de corrent de superfcie, bipolar amb presa de terra lateral, (2P+T), 16 A 250 V, Presa de corrent de superfcie, bipolar amb presa de terra lateral, (2P+T), 16 A 250 V, amb tapa i caixa estanca, amb grau de protecci IP-55, preu mitj, muntada superficialmentInterruptor, unipolar (1P), 10 AX/250 V, amb tecla i amb caixa de superfcie estanca, amb grau de protecci IP-55, preu mitj, muntat superficialmentPaviment de PVC homogeni de 2 mm de gruix amb protecci de poliuret IQ PUR, en rotlle, amb classificaci 34/33 segons UNE-EN 685,per a trfic extra intens i un pes no superiotr a 2,9 kg/m2, de Tarkett mod. Eminent o equivalent, classificaci i reacci al foc M2/Bfl s1 , collocat amb adhesiu acrlic de dispersi aquosa i soldat en calent amb cord cel.lular de dimetre 4 mm.Paviment de panot per a vorera gris de 20x20x2,5 cm, classe 1a, preu alt, sobre suport de 3 cm de sorra, col.locat a l'estesa amb sorra-ciment de 200 kg/m3 de ciment prtland i beurada de ciment prtlandPaviment interior, de rajola de gres premsat esmaltat de forma rectangular preu alt, de 16 a 25 peces m2, col.locat a truc de maceta amb morter adhesiu C1 (UNE-EN 12004) i rejuntat amb beurada CG1 (UNE-EN 13888)Paviment amb peces de pedra natural calcria nacional a tall de serra, preu alt, de 20 mm de gruix i de 1251 a 2500 cm2, col.locada a truc de maceta amb morter ciment 1:8, elaborat a l'obra amb formigonera de 165 lLlosa de 6 cm de gruix amb formig HA-25/B/20/IIa de consistncia plstica i grandria mxima del granulat 20 mm, amb acabat remolinat mecnicRecrescuda del suport de paviments amb terratzo classe 2A, col.locat a truc de maceta amb morter de ciment 1:6, elaborat a l'obra amb formigonera de 165 l, sobre capa de sorra de 2 cm de gruixSolera de formig HA-25/B/20/Ila, de consistncia tova i grandria mxima del granulat 20 mm amb additiu hidrfug, de gruix 20 cmLlinda de fins 29 cm d'amplria, amb pedra artificial de morter de ciment blanc, sortida de motlle i armadura d'acer galvanitzat per penjar de paret de formig.Coronament de paret de 13 a 17,5 cm de gruix, amb pedra calcrea natural de 3 cm. de gruix, a tall de serra, amb dos cantells en escaire, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lCoronament de paret de 28 a 32 cm de gruix, amb pedra artificial recuperada, col.locada amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lCoronament de paret de 28 a 45 cm d'amplada i de 6 cm. de gruix, amb pedra artificial de morter de ciment blanc, polida, amb dos cantells en escaire i goter, col.locada amb morter de ciment 1:8, elaborat a l'obra amb formigonera de 165 lEncerclat amb tauler de fibres de fusta i resines sinttiques de densitat mitjana DM hidrofug, de 19 mm de gruix i una amplria de fins a 10 cm, com a mxim, col.locat clavatPintat de barana i reixa d'acer, amb barrots a 12 cm de separaci, amb esmalt sinttic, amb dues capes d'imprimaci antioxidant i 2 d'acabatPintat de parament horitzontal exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatPintat de parament vertical exterior de ciment, amb pintura plstica amb acabat llis, amb una capa de fons diluda, i dues d'acabatMonocapa amb morter de ciment i additius amb granulat seleccionat, col.locat a la estesa sobre paraments sense revestir i acabat raspatFolrat de paraments verticals amb plafns de xapa d'alumini plegada, amb un mxim de tres plecs,amb acabat plata natural mate, de 2 mm de gruix, de fins a 20 cm d'amplada amb cos interior format per tauler de fibres de fusta i resines sinttiques, de alta densitat, hidrfug, de 19 mm de gruix, col.locats amb fixacions mecniques 'LVALd  uJaFinestra AL.R3 d'alumini lacat pInterruptor, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada Interruptor, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatBase Schuko monoblock de tipus universal, bipolar (2P), 16 AX/250 V, amb base blanca serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatCommutador, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatEncreuamnet, de tipus universal, bipolar (2P), 16 AX/250 V, amb tecla i lmpada pilot, serie 82, marc metall noble alumini-grafit, de SIMON o equivalent, encastatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, pentapolar de secci 5x16 mm2, col.locat en tubVidriera AI.01d'alumini plata natural mate de Technal serie PG o equivalent, col.locada sobre bastiment d'acer, amb una fulla batent de 80 cm. de pas i un fix, per a un buit d'obra de 223x140 cm. elaborada amb perfil de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5,mecanismes i ferratges ( joc de tiradors d'acer inox Pba programa 200 d.20mm, pany i clau ). Finestra AL.R3 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm.i un fix, per a un buit d'obra de 195x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.Finestra AL.R2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb dues fulles batents de 40 cm. i un fix, per a un buit d'obra de 175x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.Finestra AL.R1 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm. i un fix, per a un buit d'obra de 145x170 cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges.Malla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30 x 15 D: 4 - 4 B 500 T 6 x 2,2, segons UNE 36092, pel control de la fissuraci superficial en paviment o soleraMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 15 x 15 D: 8 - 8 B 500 T 6 x 2,2, segons UNE 36092, per a l'armadura de lloses de formigScol de material sinttic, sorra i pols de marbre aglomerats amb resines de polister de 7 cm d'alria i 7 mm de gruix, de color llis, tipus Trusplas o equivalent, col.locat amb morter adhesiuLmina vinlica d'1,3 mm.Tarkolay o equivalent, amb fibra de vidre i revers amb relleu semiesfric per a instal.laci flotant o equivalent, instal.lat lLVALN Ccr"Vidriera AL.R6 d'alumini lacatConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baiConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, tetrapolar de secci 4x6 mm2, col.locat en tubConductor de coure de designaci UNE RZ1-K (AS) 0,6/1 kV, amb baixa emissivitat fums, tetrapolar de secci 4x4 mm2, col.locat en tubTub flexible corrugat de PVC, de 16 mm de dimetre nominal, allant i no propagador de la flama, resistncia a l'impacte d'1 J, resistncia a compressi de 320 N i una rigidesa dielctrica de 2000 V, muntat encastatTub rgid de PVC, de 25 mm de dimetre nominal, allant i no propagador de la flama, amb una resistncia a l'impacte de 2 J, resistncia a compressi de 1250 N i una rigidesa dielctrica de 2000 V, amb uni roscada i muntat superficialmentTub rgid de PVC, de 20 mm de dimetre nominal, allant i no propagador de la flama, amb una resistncia a l'impacte de 2 J, resistncia a compressi de 1250 N i una rigidesa dielctrica de 2000 V, amb uni roscada i muntat superficialmentRecobriment d'allaments trmics de canonades d'alumini, de 100 mm de dimetre, de 0,6 mm de gruix, amb grau de dificultat mitj i col.locat superficialmentBalconera AL.2 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre bastiment de base , amb una fulla batent de 40 cm. de pas i un fix, per a un buit d'obra de 135x225cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. Vidriera AL.R7 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb una fulla batent, per a un buit d'obra de 86x220cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors Pba programa 200D (art.276) d'acer inox, mecanismes, pany i clau i ferratges. Vidriera AL.R6 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 150+274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. Vidriera AL.R5 d'alumini lacat plata natural mate de Tecnal serie Ph o equivalent, col.locada sobre obra, amb dues fulles batents de 80+80 cm. amplria i dos fixos apertura exterior antipicadits, per a un buit d'obra de 274x260cm., elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre laminar 5+5, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges, joc de tiradors KP804 d'acer inox i mecanisme aeri de molla de retrocs tancaportes mod.Geze Boxer,mecanismes i ferratges. ^LVAL  BaAllament trmic d'escuma elastomrica per a tub de dimetre 3/8'', de 19 mm de gruix i 18 mm de dimetre interiAllament trmic d'escuma elastomrica per a tub de dimetre 3/8'', de 19 mm de gruix i 18 mm de dimetre interior, amb una conductivitat trmica a 0 C de 0,035 W/mC, amb grau de dificultat mitj i col.locat superficialmentTub de polipropil multicapa amb tub interior de polipropil de dimetre 16 mm, nima d'alumini i protecci exterior de polipropil, amb una pressi mxima de servei de 20 bar, connectat a pressi i collocat superficialmentTub de Polipropil-copolmer PP-R a pressi de dimetre 25x3,5 mm, srie S 3,2 segons UNE 53380-2, soldat, amb grau de dificultat mitj i col.locat superficialmentGelosia LAM.3 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 190x170 cm.,col.locadaGelosia LAM.2 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 175x170 cm.,col.locadaGelosia LAM.1 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 13 lames )posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 145x170 cm.,col.locadaPorta interior P'.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta i llana de roca, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 8 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. Porta interior P.2 de fulla corredissa 70x220 cm. de 45 mm. de gruix, per un forat d'obra de 60x225 cm. formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes tipus C. Porta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus B. Porta interior P.1 d'una fulla batent 80x225 cm., de 45 mm. de gruix, formades per estructura interior de fusta, acabat a les dues cares amb tauler de fibres de fusta i resines sinttiques, de densitat mitjana, DM, hidrfug, de 6 mm de gruix, cantells xapats, incls mecanismes i ferratges tipus A. Subministre i col.locaci de bastiment de base per a balconera AL.3, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Subministre i col.locaci de bastiment de base per a balconera AL.2, de tub d'acer galvanitzat de 40.15.1,5 per a una llum de bastiment de 135x225 cm.Tancament de vidre lluna incolora trempada de 10 mm de gruix, amb una fulla batent, col.locat amb fixacions mecniques, inclou mecanismes encastat de retrocs, pany i clau.Balconera AL.R4 d'alumini lacat plata natural mate amb trencament de pont trmic de Tecnal serie Fxi o equivalent, col.locada sobre obra, amb una fulla batent de 40 cm.de pas i dos fixos, per a un buit d'obra de 245x260cm, elaborada amb perfils de preu alt, classificaci 3 de permeabilitat a l'aire segons UNE-EN 12207, classificaci mnima 9A d'estanquitat a l'aigua segons UNE-EN 12208 i classificaci mnima C4 de resistncia al vent segons UNE-EN 12210, per a vidre allant 3+3/8/3+3, amb p.p. de tapajunts interiors i exteriors,mecanismes i ferratges. LVAL " 7 T ^ h r jBunera sifnica amb cos de poliamida reforada amb fibra de vidre i roseta perforada d'acer inoxidable AISI 304, de 100x100 mm i de descBunera sifnica amb cos de poliamida reforada amb fibra de vidre i roseta perforada d'acer inoxidable AISI 304, de 100x100 mm i de descrrega vertical de 40 mm de dimetre, col.locada amb morter de ciment 1:4, elaborat a l'obra amb formigonera de 165 l, i connectada al ramalPeric de pas i tapa registrable, de 45x45x50 cm de mides interiors, amb paret de 15 cm de gruix de ma calat de 290x140x100 mm, arrebossada i lliscada per dins amb morter 1:2:10, sobre solera de formig en massa de 10 cm i amb tapa prefabricada de formig armatPeric de pas i tapa fixa, de 45x45x50 cm de mides interiors, amb paret de 15 cm de gruix de ma calat de 290x140x100 mm, arrebossada i lliscada per dins amb morter 1:2:10, sobre solera de formig en massa de 10 cmBaixant de tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 90 mm, incloses les peces especials i fixat mecnicament amb bridesDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 110 mm, fins a baixant, caixa o claveguerDesgus d'aparell sanitari amb tub de PVC-U de paret massissa, rea d'aplicaci B segons norma UNE-EN 1329-1, de DN 40 mm, fins a baixant, caixa o claveguerVidre allant de dos vidres laminars de seguretat incolors, amb classificaci de resistncia a l'impacte manual nivell A, de 5+5 mm i 4+4 mm de gruix, i cambra d'aire de 8 mm, col.locat amb llist de vidre sobre fusta, acer o alumini.Vidre aillant de dos vidres de seguretat incolor, amb classificaci de resistncia a l'impacte manual nivell A, de 3+3 i 3+3 mm de gruix i cambra d'aire de 8 mm, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 6+6 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell B, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 5+5 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiVidre laminar de seguretat de dues llunes, amb acabat de lluna incolora, de 4+4 mm de gruix, amb classificaci de resistncia a l'impacte manual nivell A, unides amb butiral transparent, col.locat amb llist de vidre sobre fusta, acer o aluminiArmari A.1, montat sobre bastidor,de fusta 6x4, i de dimensions totals 165x222 cm., per 2 portes de tauler de fibres de fusta de 19 mm acabat dues cares amb formica SEF ( dues cares blanques ), inclos mecanismes tipus D. Cortina de teixit de fibra de vidre i recobriment de PVC per enfosquiment, d'1,5 a 2 m d'amplria i 2,25 m d'alria com a mxim, amb sistema d'accionament per cordill i guiatge amb guia d'alumini, col.locada amb fixacions mecniquesGelosia LAM.6 per protecci serie FOC de lama fixa mod. T-120x20B separats 3 cm.,de Tamiluz o equivalent, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 45x100 cm.,col.locadaGelosia LAM.5 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 17 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 280x225 cm.,col.locadaGelosia LAM.4 per protecci serie SPF-150 de lama fixa de Tamiluz o equivalent ( 19 lames ) posici horitzontal amb testeres d'alumini, tot d'alumini natural plata mate, fixades en bastidor d'alumini tubular, per un buit d'obra de 245x260 cm.,col.locadaLVAL#F  o _ Tub de coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat perTub de coure recuit d'1/4'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat sota canal per a fluids i subjectat amb el sistema de grapes de la canalTub de coure semidur d'1'' 5/8 de dimetre nominal, d'1,25 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentTub de coure semidur d'1'' 3/8 de dimetre nominal, d'1,25 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 2,2 kW de potncia trmica en fred i 2,5 kW en calor, de 110 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0071BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 14 kW de potncia trmica en fred i 16 kW en calor, de 128 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0481BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 11,2 kW de potncia trmica en fred i 12,5 kW en calor, de 107 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0361BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 9,0 kW de potncia trmica en fred i 10,0 kW en calor, de 71 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0301BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaUnitat interior de sostre de conductes amb ventilador centrfug per a sistemes de cabal variable de refrigerant, de 3,6 kW de potncia trmica en fred i 4,0 kW en calor, de 39 W de potncia elctrica total absorbida, amb alimentaci monofsica de 230 V, model MMD-AP0121BH de TOSHIBA o equivalent, per a instal.lacions amb fluid frigorfic R410A, amb bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locadaAllament trmic de conductes amb escuma elastomrica de amb una conductivitat trmica a 0C de 0,035 W/mC, de 19 mm de gruix i muntat exteriorment adheritConducte helicodal circular planxa d'acer galvanitzat, de 100 mm de dimetre (s/UNE-EN 1506), de gruix 0,5 mm i muntat superficialmentClaveguer amb tub de PVC-U de paret massissa per a sanejament amb pressi, de DN 160 mm i de PN 6 bar segons norma UNE-EN 1456-1, sobre llit de sorra de 15 cm de gruix i reblert amb sorra fins a 30 cm per sobre del tubClaveguer amb tub de PVC-U de paret massissa per a sanejament amb pressi, de DN 125 mm i de PN 6 bar segons norma UNE-EN 1456-1, sobre llit de sorra de 15 cm de gruix i reblert amb sorra fins a 30 cm per sobre del tubOLVAL Ѓ  V &XBpTub de coure semidur d'1/2'' de dimetrTub de coure semidur d'1'' 1/8 de dimetre nominal, d11,00 mm de gruix, segons especificacions de la norTub de coure semidur d'1'' 1/8 de dimetre nominal, d11,00 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentTub de coure semidur de 7/8'' de dimetre nominal, d'1,00 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentTub de coure semidur de 3/4'' de dimetre nominal, d'1,00 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentTub de coure semidur de 5/8'' de dimetre nominal, d'1,00 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentTub de coure semidur d'1/2'' de dimetre nominal, de 0,80 mm de gruix, segons especificacions de la norma UNE-EN 12735-1, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentTub de coure semidur de 3/8'' de dimetre nominal, de 0,76 mm de gruix, soldat per capil.laritat amb soldadura amb aliatge de plata, col.locat superficialmentCentraleta remota per a control individual fins a 64 unitats interiors per a regulaci i control centralitzat de clima, model TCBSC642TLE2 de Toshiba, installatExtractor heliocentrfug temporitzat, monofsic per a 230 V, de 100 mm de dimetre i 160 m3/h de cabal mxim d'aire, col.locat en conducteReixa d'intemperie circular d. 250 mm. d'aletes horitzontals d'alumini lacat color a escollir i reixeta de malla metllica, aletes en Z i fixada al paramentRegulador de flux circular, d'acer lacat, de 12 (300 mm) de dimetre, regulaci volumtrica, dues aletes oposades i muntat sobre un difusor circularRegulador de flux circular, d'acer lacat, de 10 (250 mm) de dimetre, regulaci volumtrica, dues aletes oposades i muntat sobre un difusor circularReixeta d'impulsi o retorn, amb una filera d'aletes orientables horitzontals, d'alumini anoditzat platejat, de 600x300 mm, d'aletes separades 20 mm, de secci recta i fixada al bastimentReixeta d'impulsi o retorn, amb una filera d'aletes orientables horitzontals, d'alumini anoditzat platejat, de 600x200 mm, d'aletes separades 20 mm, de secci recta i fixada al bastimentReixeta d'impulsi o retorn, amb una filera d'aletes orientables horitzontals, d'alumini anoditzat platejat, de 400x300 mm, d'aletes separades 20 mm, de secci recta i fixada al bastimentUnitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 800m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-800-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 500m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-500-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada Unitat de tractament d'aire de ventilacio amb recuperacio entalpica de calor per a sistemes de cabal variable de refrigerant, de 1000m3/h, per a instal.lacions amb fluid frigorfic R410 A, model VN-1000-SE de TOSHIBA o equivalent, accessoris de muntatge i fixacio amb suports al forjat, pes 43kg, bomba de drenatge de condensats, tub PVC 20 mm connectat a desgus, col.locada lLVAL%$P   Q [ 7[BatTeclat per central networx i indicaci lcd. tecles illuminades interiorment. dimensions: 162 x 1Teclat per central networx i indicaci lcd. tecles illuminades interiorment. dimensions: 162 x 134 x 25 mm. model: nx-148. marca: caddx. referncia plana fbrega: ala 000054 o similar equivalent.Mdul d'expansi de 8, 16 zones o 8 zones + 8 tamper per installar-lo a la central o remotament. en aquest cas, disposa d'entrada de tamper per la caixa que el contingui. alimentaci: 12 vdc, 30 ma. model: nx-216e. marca: caddx. referncia plana fbrega: ala 000255 o similar equivalent.Bateria hermtica de plom-acid lliure de manteniment. tensi nominal: 12 vcc. capacitat nominal: 7 ah/20 h. dimensions: 95 x 151 x 65 mm. (alt x llarg x ample). pes: 2,58 kg. model: dm 12-7. marca: diamec. referncia plana fbrega: ala 006001 o similar equivalent.Font d'alimentaci estabilitzada, regulable i curtcircuitable en caixa metalica amb capacitat per a 2 bateries. tensi d'alimentaci 220vcc - 50 hz. sortida de tensi de treball 13,8 vcc. alimentaci 6a. instal.lada i comprovada. marca plana fbrega model fa-1206 o similar equivalent.Rtula de paret per fixaci de detector duo. model: br1. marca: visonic. referncia plana fbrega: ala 002895 o similar equivalent.Detector d'infraroigs passiu, amb un angle de detecci de 90 , amb un abast longitudinal <=12 m, muntat superficialment a la paretExtintor de pols seca polivalent, de crrega 6 kg, d'eficcia 21a-113b/c, amb pressi incorporada, acabat exteriorment amb pintura epoxi de color vermell, muntat en armari per a encastar a l'obraBarra mural doble abatible per a bany adaptat, de 800 mm de llargria i 35 mm de D, de tub d'acer inoxidable, col.locat amb fixacions mecniquesBarra mural fixa en angle per a bany adaptat, de 600 i 600 mm de llargria i 35 mm de D, de tub d'acer inoxidable, col.locat amb fixacions mecniquesDispensador de paper en rotlle tipus metxa per a eixugamans, de 310 mm d'alria per 255 mm de dimetre, col.locat amb fixacions mecniquesDosificador de sab vertical, de dimensions 118x206x68 mm, capacitat d'1,1 kg, d'acer inoxidable amb acabat satinat en superfcies exposades, antivandlic i amb visor de nivell de sab i clau de seguretat , col.locat amb fixacions mecniquesAixeta tipus senzill, muntada superficialment, de llaut cromat, preu alt, amb sortida roscada de dimetre 3/4 i entrada roscada de 1/2Aixeta de regulaci per a inodor amb cisterna incorporada, mural, muntada superficialment, amb tub d'enlla incorporat, de llaut cromat, preu alt, amb entrada de 1/2Aixeta senzilla temporitzada per a lavabo, muntada superficialment sobre taulell o aparell sanitari, de llaut cromat, preu alt, amb entrada de 1/2Inodor de porcellana vitrificada, de sortida vertical, amb seient i tapa, cisterna i mecanismes de descrrega i alimentaci incorporats, de color blanc, preu alt, col.locat sobre el paviment i connectat a la xarxa d'evacuaciSensor de llum exterior de dia entrant de superficie tipus LSD, amb connexio mitjanant moduls de control de regulacio en funcio de la llum diurna DSI/DALI, de LUXMATE ref.20 731 906Modul de control DSI per a control amb polsador senzill i amb sensor de llum, fins un maxim de 25 reactancies HF regulables, de LUXMATE ref.20731906Interruptor crepuscular per al comandament automtic de la il.luminaci en funci de la lluminositat, sensibilitat de 2 a 200 lux, temporitzador, intensitat dels contactes per cos fi= 1 de 10 A, fixat a pressiLlumenera estanca amb difusor cubeta de plstic amb 2 fluorescents de 36 W del tipus T26/G13, rectangular, amb xasss polister, reactncia ferromagntica, factor de potncia AF,IP-55, muntada superficialment al sostreJLVAL$>j F=yembrana PA-2 segons UNE 104402 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FPMembrana PA-DesDesmuntatge i posterior muntatge de tub d'instal.laci de climatitzacio existent, de diametre fins a 4'', amb aillArrencada d'unitat exterior i suports de sistema d'aire condicioArrencada d'unitat exterior i suports de sistema d'aire condiciReparaci puntual de terrat a la catalana, amb substituci de peces trencades i soltes, fins un mxim del 2Reparaci puntual de terrat a la catalana, amb substituci de peces trencades i soltes, fins un mxim del 25 % i rejuntat amb morter asfltic, crrega manual de runa sobre cami o contenidor i transport a l'abocadorParedat de gruix variable de pedra recuperaci carejada, d'una cara vista col.locada amb morter ciment 1:6, elaborat a l'obra amb formigonera de 165 lDesmuntatge i retirada d'armari d'estructura de taulers de fibres de fusta , amb mitjans manuals i crrega manual de runa sobre cami o contenidorDesmuntatge i retirada de mostrador d'estructura de taulers de fibres de fusta , amb mitjans manuals i crrega manual de runa sobre cami o contenidorArrencada de llum superficial,per a cada unitat de 100 m2 de superfcie servida per la instal.laci, amb mitjans manuals i crrega manual sobre cami o contenidorArrencada puntual de tubs i accessoris d'instal.laci elctrica superficial, per a cada unitat de 100 m2 de superfcie servida per la instal.laci, amb mitjans manuals i crrega manual sobre cami o contenidorArrencada d'unitat interior i suports de sistema d'aire condicionat tipus consola, amb mitjans manuals i crrega manual sobre cami o contenidorArrencada d'unitat exterior i suports de sistema d'aire condicionat, amb mitjans manuals i crrega manual sobre cami o contenidorDesmuntatge i posterior muntatge de tub d'instal.laci de climatitzacio existent, de diametre fins a 4'', amb aillament i recobriment metallic d'aillament, soldat, col.locat superficialment, s'inclou buidat d'installacio i posterior omplenatArrencada d'instal.laci d'aire condicionat amb conductes, per a cada unitat de 100 m2 de superfcie servida per la instal.laci, amb mitjans manuals i crrega manual sobre cami o contenidorArrencada de full i bastiment de porta interior de vidre de grans dimensions,amb mitjans manuals i crrega manual sobre cami o contenidorArrencada amb recuperaci per la col.locaci posterior de coronament de pedra artificial, de fins 30 cm d'amplria, amb mitjans manuals i crrega manual de runa sobre cami o contenidorDesmuntatge d'enrajolat tesela vidre en parament vertical, fet per restaurador, amb mitjans manuals, numeraci, neteja i aplec del material per a la seva reutilitzaci i crrega manual de runa sobre cami o contenidor, amb grau de dificultat mitjEnderroc d'enva de formig traslcid de vidre emmotllat i premsat de 10 cm de gruix, com a mxim, amb mitjans manuals i crrega manual de runa sobre cami o contenidorEnderroc de paret de tancament de ma calat de 15 cm de gruix, a m i amb martell trencador manual i crrega manual de runa sobre cami o contenidorEnderroc puntual d'env de cermica de 5-10 cm de gruix, per a posterior col.locaci de porta, amb mitjans manuals i crrega manual de runa sobre cami o contenidorDesmuntatge de mur de paredat, amb mitjans manuals, neteja i aplec de material per a la seva reutilitzaci i crrega de runes sobre cami o contenidorMembrana PA-2 segons UNE 104402 de 7,7 kg/m2 de dues lmines de betum modificat LBM (SBS)-24-FP amb armadura de feltre polister de 130 g/m2, adherides amb oxiasfalt OA 90/40 prvia imprimaciLVALa@ [  p F<Paviment amb peces de pedra natural calcria naPartida alada de repassos amb guix de parament vertical interior existent ja enguixat, aPartida alada de repassos amb guix de parament vertical interior existent ja enguixat, a bona vista, amb guix YG, acabat lliscat amb guix YF, per col.locaci de bastiment i altresPartida alada de repassos amb guix de parament vertical interior existent ja enguixat, a Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, inclPartida alada d'abonamenPartida alada d'abonament ntegre en previsi de modificaci de xarxa per cPartida alada d'abonament ntegre en previsi de modificaci de xarxa per connexi xarxa residuals, incls portada de runes a l'abocador ( a justificar )Partida alada d'abonament ntegre en previsi de modificaci de xarxa per connexi xarxa residuals, incls portada de runes a l'abocador ( a justificar )Partida alada d'abonament ntegre en previsi de substituci de conductes de xarxa de pluvials per trobar.se en mal estat, incls portada de runes a l'abocador ( a justificar ) Partida alada d'abonament ntegre per la connexi de la xarxa existent a la nova arqueta i a l'arqueta existent ( dos connexions )Partida alada d'abonament ntegre per la reparaci de forats i cop deixats al treure els muntants i planxa metl.lica a faana Partida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci protecci patrimonial segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabadaPartida alada d'abonament ntegre dajuts del ram de paleta necessaris per a la installaci Veu i dades segons projecte, incls obertura i tapat de forats i regates, neteja i en general tots els elements no especificats en els amidaments i siguin necessaris per a deixar la instal.lacio totalment acabadaPartida alada de repassos amb guix de parament vertical interior existent ja enguixat, a bona vista, amb guix YG, acabat lliscat amb guix YF, per col.locaci de bastiment i altresPartida alada a justificar per a la gesti de residus dels enderrocs (rehabilitaci i reforma) , en base a l'Estudi de Gesti de Residus de Construcci i Demolici.Partida alada a justificar per l'estimaci econmica de la gesti de residus de la construcci, en base a l'estudi de Gesti de Residus de Construcci i demolici Forat en parament de formig de 5 a 25 cm com a mxim realitzat amb corona taladradora 5 a 25 cm realitzat amb mquina taladradora refrigerada amb aigua Paviment amb peces de pedra natural calcria nacional amb acabat natural del tall, preu alt, de 20 mm de gruix i de 1251 a 2500 cm2, col.locada a truc de maceta amb morter mixt 1:2:10, elaborat a l'obra amb formigonera de 165 lBigueta i revolt per a sostre de 20+5 cm, amb revolt de morter de ciment i biguetes de formig pretesat de 17 a 18 cm d'alria, intereixos 0,7 m, llum <5 m, de moment flector ltim 57,5 kNm per m d'amplria de sostreMalla electrosoldada de barres corrugades d'acer, elaborada a l'obra i manipulada a taller ME 30x15 D: 6 - 6 B 500 T 6x2,2 m UNE 36092, per a l'armadura de sostres amb elements resistentsAcer en barres corrugades B 500 S de lmit elstic >= 500 N/mm2, per a l'armadura de sostres amb elements resistents industrialitzatsFormig per a sostres amb elements resistents industrialitzats, HA-25/B/20/IIa de consistncia tova i grandria mxima del granulat 20 mm, abocat amb cubilot