TDItrain-InfrastructureElectricalSystemInstallationMVCablePullingConstructionPlanTDI-中壓纜敷B11/30/2009ISSUEDFORCOMMENTSA11/26/2009ISSUEDFORCOMMENTSRevDateDD/MM/YYRevDateDD/MM/YYSTATUSPREPAREDBYCHECKEDBYAPPROVEDBYDOCUMENTREVISIONSContent. OVERVIEW 2PROJECTOVERVIEW 2SCOPEOFWORK 3COMPILATIONBASIS 4CONSTRUCTIONPROCESS 4. 44MATERIALPREPARATION 5MAINEQUIPMENTPREPARATION 5WORKENVIRONMENTPREPARATION 6. WORKOFCABLEPULLING 6WORKPROCEDURE 6OF6CABLEAND6WINCHANDPULLEYARRANGEMENT 69、固定CABLELAYINGAND六. 覆砂蓋磚SPREADSANDANDCOVER12七. 回填土BACKFILLEARTH 12八. 埋標(biāo)樁12九. 掛標(biāo)志牌HANGINGSIGNS 12十. 質(zhì)量控QUALITYCONTROL 12控項(xiàng)目MASTERITEMS 12般項(xiàng)目GENERALITEMS 13十.成品保護(hù)FINISHEDPROTECTION 13十.質(zhì)量記錄QUALITYRECORD 13質(zhì)量保證資QUALITYASSURANCEINFORMATION 13記錄CONSTRUCTIONOFRECORD 14十.安全生產(chǎn)、文明求和措SAFETYANDCIVILIZEDCONSTRUCTIONREQUESTSANDMEASURES . ProjectOverviewIProjectname:TDITrainPlantMediumVoltageCablePullingWork.220/35kVA472、35/10kVB301S以新建35/10kVC581作內(nèi)容為之間和從力纜、控制纜、接地纜敷Theprojectinvolvesthreesubstationsnamelythe220/35kVA472substationtheB301Sthe35/10kVC581substationandasubstationThisisthepowercontrolandgroundingcablepullingamongthreesubstationsandforMVusersconnectedtothethreesubstations.范圍ofA472建筑（220/35kV）出線回路：A472Building(220/35kVsubstationoutletcircuitA472335kV出線。其中：B301S（35/10kV主連接；35/10kVC5811#主2#電C581Pullthree35VoutgoingsfromA472substation.Ofwhich:ThefirstoutgoingisledtoB301SBuilding(35/10kVsubstation)theoriginalone#maintransformer,pulltheoriginalone#maintransformercableout,andconnecttotheadding4#maintransformer;theothertwooutgoingsareledto35/10kVC581#1andsubstation2#maintransformer.UseFS-YJY-26/35kV-1*300mm2single-corecablesforLoopandburiedpulling.Two35kVlinestoC581arelaidalongdifferentpathstoavoiddamageofthetwoloops.B301S建筑（35/10kV）出線回路：B301Sbuilding(35/10kVsubstationoutletcircuB301S710kVB399中心制冷10kV截面為芯鎧裝纜B301S南面Pull710kVoutgoingsfromB301SsubstationtoB399centralrefrigerationstationLoopusesthree-corearmoredcablewithcross-section95mm2andpulloutfromthecablewellinthesouthofB301Sthenburiedlaytothedevice.C581建筑（35/10kV）出線回路：C581building(35/10kVsubstationoutletcircuit:由10路V為71A裝211110kV芯鎧裝纜電纜。以上纜線路均沿規(guī)劃路徑埋地敷1010kVlinesledfromC581areusedtosupplypowertoA507'sfourtransformers,B551twotransformers,B553TDA2setsofcompressorunit,C521acidchlorinegascompressorunitandacidcompressorunitAmongthem,transformercircuitusesx3-corearmoredcablewith10kVcross-section185mm2,motorcircuitusesthree-corearmoredcablewith10kVcross-section95mm2.Allcablelineswillbelaidundergroundalongtheplanningpath.ude從22C5812B55、73和1。ya2copperwiretoC581fromA472.MeanwhilelayfourbarecopperwirestoB551,A507,B553andC521forequipotentialbondingAllcablelineswillbelaidundergroundalongtheplanningpath.OverviewControlcablecircu安裝在HCL3.6MW馬達(dá)上的電流信號(hào)通過(guò)一根直埋敷設(shè)的鎧裝控制電纜直接接入10KVThecurrentsignalinstalledon3.6MWmotorintheHCLdevicessitepassesthroughaburiedarmoredcontrolcabledirectaccessto10KVswitchgear.C581以外的變壓器，采用兩根分別為10*2.5mm2、4*2.5mm2電纜直接接PCSoutletcabinetsareconnectedtoothertransformersnotinC581byusingtwo10*2.5mm2,4*2.5mm2shieldsheathedcontrolcableThe10*2.5mm2cabledirectlyisconnectedtotemperaturecontrolboxand4*2.5mm2cableareledoutfromtransformerroomalongthebridgetotherelevantPCSfloorcabinet.二．編制依據(jù)CompilationBasis（中壓部分AccordingtoElectricpackage(MV)thetenderandtenderdrawings.onfullstudyonconstructioncharacteristicsandobjectivesituationandcombinedwithsimilarconstructionexperience.。：InthiscompilationprocessstrictlyimplementcurrentnationalconstructioninstallationconstructionacceptancenormsproceduresstandardsanddesignspecificationsAsfollows:電氣裝置安裝工程電纜線路施工及驗(yàn)GB50168-2006"ElectricalinstallationcableconstructionandacceptancestandardsGB50168-2006"電氣裝置安裝工程接裝置施工及驗(yàn)GB50169-2006"ElectricalinstallationearthingconstructionandacceptancestandardGB50169-2006"電氣工程施工驗(yàn)GB50303—2002"BuildingElectricalConstructionQualityAcceptanceGB50303-2002"．施工工流程：un電纜直埋敷設(shè)施工→回→埋標(biāo)→Preparation→Cableburiedpulling→spreadsandandbuildbricks→backfill→burysignstake→hangsigns四.Preparation技術(shù)TechnicalPreparation1）Compileparticularcabletrenchconstructionengineeringguidebookasperprojectcharacteristicsandpromptlydrawingsjointexamination.根據(jù)上海市電力設(shè)工程施工工實(shí)施細(xì)則結(jié)合本工程實(shí)際編寫電纜溝施工工卡，并組織實(shí)CompileconstructiontechniquecardsaccordingtotheShanghaiMunicipalElectricPowerConstructionEngineeringConstructionImplementationDetailsandimplementation.、終點(diǎn)及徑Constructionworkershavecomprehensiveunderstandingantecedentsdestinationandlayingpathoflayingcables.MaterialPreparation 所有材料規(guī)格型號(hào)及壓等級(jí)應(yīng)符合要求，并有產(chǎn)品合格證Allmaterialspecifications,modelsandvoltagelevelshouldmeetdesignrequirementsandhaveproductcertificates.每盤上應(yīng)標(biāo)明規(guī)格、型號(hào)、壓等級(jí)、長(zhǎng)度及出廠日期盤應(yīng)完好無(wú)損。Eachcableshouldbemarkedonspecification,model,voltagelevel,lengthandmanufacturedate.Cabletrayshouldbeinagoodcondition.外皮及絕緣展無(wú)老化及裂紋。Thecableexteriorconditionisintact.Thearmorhasnorustandnomechanicaldamage.Itisshinybrightwithoutwrinklesanddistortions.Cablejacketandinsulationshownoagingandcracks. 前進(jìn)行絕緣搖測(cè)或耐壓試驗(yàn)測(cè)量絕緣用兆歐表的額定壓，采用如下等級(jí)：BeforelayingcarryoutinsulationrollingtestorvoltagewithstandtestUsemeggerratedvoltagetomeasureinsulationTakethefollowing10KV35KV2500V10KVand35KVCableThe2500Vmegger.測(cè)試完畢，應(yīng)立即用橡塑材料封頭Whencabletestingiscompletedcoveritwithrubbermaterials按和實(shí)際徑算每根的長(zhǎng)度，合理安排每盤，無(wú)接頭CalculateeachcablelengthaccordingtodesignandactualpathArrangeeachcablereasonablywithoutcablejoints.CableprotectionsleevehasbeenembeddedCleanpiperesidueandprotect包布等均應(yīng)符合要求Othersubsidiarymaterialcablemarkingpilescablesigns,paintgasoline,sealedleadstearicacidwhitebeltrubberclothblackclothetcshouldmeettherequirements.MainEquipmentPreparationbracketandshaftforcablelayingcablerollertransferguidewheelhangingchainpulleyswirerope,largehempropejacks.機(jī)、走向牌打印機(jī)、號(hào)牌機(jī)、噴燈Insulationshakewatchmeasuringtapecable-sidewiringtools,handhammers,wrenches,electricweldingtools,electricaltools,bendingmachinegrindingwheelmachineprintercableplatemachineblowtorch.無(wú)線對(duì)講機(jī)、手持?jǐn)U音喇叭Walkie-talkieshand-heldloud-speakersCe(insulationresistancetest)andhigh-voltagetestequipment(ACwithstandvoltageandleakagetest)WorkPreparationTrenchexcavationandcrossingcabletubesembeddedhavebeencompleted.Trenchhasnowateranddepthshouldmeetthespecifications.Spreadbottomsandandbedebris-free.SitecleanuptheroadsunimpededCablelayingequipmenthasplaced,andmeetssafetyrequirements.Cablelightingilluminationalongtheroutemeetstheconstructionrequirements.. WorkofCablePulling→Equipmentlayout→Layoffcable→laycableandfixof搬運(yùn)支架架CableandCableTrayUsetruckorcranetotransportcablesRollcable-axisaccordingtodirectionindicatedbyarrowsignonitInLong-distancetransportationusetruckorcranetotransportheavycabletraysIfwithoutthearrowsignrollitaccordingtoitswrappingdirection.支架架點(diǎn)選以便為一般在起止點(diǎn)附近為宜架時(shí)注意與盤重量和寬相配查并調(diào)正常盤有可靠制動(dòng)措Selectaproperset-upplaceasperconvenienttopaveGenerallyplaceitnearthestartorendpointofcable.Beawareofrollingdirectionofcableaxle,andkeeppay-off-racksteady.Cablerackshouldbeplacedsecurely,andthesteelshaftintensityandlengthshouldmatchthecabletrayweightandwidth.Checkanddebugthecablelayingandhavereliablebrakedevices卷?yè)P(yáng)與滑輪WinchandPulleyArrangement約1.5~2m并每隔20~30m需ArrangeawinchandpulleysattheendofthelineArrangeoneplanarpulleyevery1.5~2m,aquarterblockateachcornerandawatchoutworkerevery20~30m.Windlassisfixedwithgroundanchorcornerandpulleywithsteelpipesflatpulleysdonotneedfixing.架與卷?yè)P(yáng)Cablerackandwincharrangementseebelow:35KV：工組織設(shè)計(jì)方案匯編工組織設(shè)計(jì)方案匯編10KV：Lay-offCable1) 定，其速度不宜超過(guò)且應(yīng)在頭鋼絲網(wǎng)套與鋼之間裝防捻器。 manualormechanicaltraction.Whenusingmechanicaltraction,themechanicalstrengthshouldmeettherequirementsinTable,itsspeedshouldnot15m/min,andshouldinstallfortifiedtwisterbetweentractionheadorsteelmeshsleeveandpullingsteelcable.Cablemaximumtractionstrength(N/mm2)2）steelmeshtractiontractionheadforcearealeadcoreumleadsheathplasticsheathallowablestrength704010407mechanicaltractionusesaluminumandplasticsheathCalculateallowablemaximumtractionstrength:V235KVcable:300mm2singlecable,theallowablemaximumtractionstrength:F1=7*300=2100NV210KVcable:three-corearmoredcable,leadsheath,theallowablemaximumtractionstrength:F2=10*95*3=2850N三鎧裝185mm2three-corearmoredcable,leadsheath, theallowablemaximumtractionstrength:F3=10*185*3=5550N2ndleegal: P=T/R中P；TR）Where:Pforlateralpressure(N/m);Tfortraction(N);Rforthebendradius(m)lten 8μ~；Where:μisfrictioncoefficient,wheeltractionis0.1~0.2W；L）Wiscablepermeterweight(kg/m);Liscablelength(m)μ取R1取mR2取,R3取Theactualconstructionshouldconsideractualcircumstances,μtakes0.12,R1takes0.5m,R2takes1.3m,R3takes1.5mW1=8900kg/m3*300*10-6m2*1m+1.5kg=4.17kgW2=8900kg/m3*95*3*10-6m2*1m+1.5kg=4.04kgT=F=2100L71 1 1T2=2N24T3=3N34P1=2100/0.5=4200NP2=2850/1.3=2192NP3=5550/1.5=3700NVm2V23700NTherefore,pullthecablewithplasticsheath.Eachtimetheallowablelengthof35KVcableis428manditslateralpressureis4200N;10KV95mm2 cableis600mand2192Nand10KV185mm2cableis733mand3700N.、電層折裂等未消除機(jī)械損傷Pullcablefromtheupperplatetoavoidfrictionontheground.Armoredcablemaynotbecrushed.Donothavecabletwisted,retaininglayerfractureandothernoteliminatedmechanicaldamage.人員合理配備隔20~30m一個(gè)人來(lái)注意情況過(guò)路管前后跟隨頭行走人員通過(guò)對(duì)講機(jī)來(lái)指揮操作卷?yè)P(yáng)機(jī)作人員Reasonablyarrangepersonnel.Atintervalsof20~30mhavepersonstonotecablepullingAroundeachcrossingpipearrangeworkerstowatchandsheatheheat-shrinkabletubeatthejointbetweenthesteellineandcablewhenthesecondcablethreadsinthesamecrossingtubeWatchthecablecornerandworkeralongtheheadpartofcableusesinterphonetocommandthepulleyoperators.根敷好后兩做好臨標(biāo)示分清MaketemporarysignsatbothendsofcablesIdentifycableloopandyellowgreenredphases.敷Cableand垂位差處均留適當(dāng)余變Cablebendradiusshouldmeetspecificationsandpullcableinthetrenchshouldhaveappropriatesnake-likebendLeaveappropriatelayingsurplusatendsmiddlejoints,threadingverticalpotentiometeretc.Theminimumparallelandcrossspacingbetweencablesorbetweencablesandotherpipeline,roads,buildings,etc.shouldmeetthespecificationrequirements.與現(xiàn)交叉滿足規(guī)范要求保持足夠間距Crossoveringtheexistingcablestomeettheregulatoryrequirementsandmaintainadequatespacing.大于1.5m同回路中心間距20cmThreesingle-corecablesofthesameloopshouldbebundledatriangletypewithnylonbeltswithbundlingspacingnotmorethan1.5mThecenterspacingofdifferentcircuitsinthesamecabletrenchis20cm.Inwinter,whenthetemperaturecanmeetregulatoryrequirementsthecableshouldbeheatedinadvance.Thecablelayingshouldsetcommandcontactsystem,contactwithradiowalkie-talkieandhand-heldloud-speakers.. SpreadSandandBricks constructionunit,supervisionandqualitysupervisiondepartmentsacceptconcealedproject,makerecordsanddothesignature. 上面與下面一樣10cm土或軟土然后用或板好寬度超過(guò)Spread10cmsandorsoftsoilaboveorbelowcableandcoverwithbricksorboardswithwidthmorethan5cmofbothsides.七. 回填土BackfillEarth直埋回填土經(jīng)隱蔽程驗(yàn)收合格PriortoBuriedcablebackfillshallbeaccepted.回填土及并分層夯實(shí)Thebackfillshouldbetimelylayeredandcompacted.八. 埋標(biāo)樁Stake段每隔50-100m處間距適當(dāng)?shù)穆窂綐?biāo)樁標(biāo)樁牢固標(biāo)志清晰標(biāo)樁露出地面SetcleardirectionstakeoncableturningjointscrossaccesstobuildingsandothersitesSetappropriatepathstakeatintervalsof50-100mStakeshouldbefixedwith15cmabovethegroundandsignsshouldbe九. 掛標(biāo)志牌Hangingsigns 標(biāo)志牌格一致并有防腐性能掛裝牢固Thesignsshallbethesamehaveantisepticpropertiesandmountedhangingshallbefirmly. 標(biāo)志牌上注明號(hào)、格、型號(hào)及壓等級(jí)Thesignsshouldindicatecablenumbers,specificationsmodelsandvoltagelevel. 直埋進(jìn)出筑物及終端頭掛標(biāo)志牌Buriedcableaccesstobuildingsandcableterminationheadsshouldhangsigns.標(biāo)志牌同遵循標(biāo)準(zhǔn)Cablesignsfollowownerstandard.十. 質(zhì)量控制QualityControlMasterItems的耐壓試驗(yàn)結(jié)果泄漏流和絕緣阻必須符合定Thecablevoltagetestresults,leakagecurrentandinsulationresistancemustcomplywiththeprovisionsofthespecifications.檢驗(yàn)法：檢查試驗(yàn)記錄TestMethodChecktestrecords.直埋嚴(yán)禁在管道上面或下面平行Thecablelayingmustmeetthefollowingrequirements:Strictlyprohibittwist,armoredsquash,sheathfractureandseverelacerationsandothersurfacedefects.Forbidparallelpipelinemethod:ObserveandcheckconcealedworkrecordsGeneralItemsCoordinateandelevationshouldbecorrectandarrangeSetupsignstakeandsignboardtakeprotectionflameproofheatinsulationandcorrosionmatures. 但采取ThedepthofburiedcablesshouldmeetthefollowingrequirementsThedistancefromcablesurfacetogroundshouldbenotlessthan0.8mandthecablesshouldbeburiedbelowthepermafrost.Buryshallowlyifbeingrestrictedbytheconditiontopassthebuildingandandcrossoverundergroundstructuresbutshouldtakeprotectivemeasures.負(fù)責(zé)人加強(qiáng)Cleanupdebrisspreadfinesandandsoilsandscoverboardsorbrickstightlyandstrengtheninspectionsonmissingpart. 進(jìn)入室內(nèi)溝時(shí)止套管水處理不好溝內(nèi)進(jìn)水嚴(yán)格按規(guī)范藝Whencablesarelaidinindoortrenchpreventcasingforpoorwaterproofhandlinginaccordancewithspecificationsandprocessrequirements.有麻皮層進(jìn)入室內(nèi)止不作剝麻刷油處理Donotusestrippinghempbrushoilifbarkprotectivecablesarelaidindoor.及圖Testingmethod:observeandcheckconcealedworksrecordsandcoordinatediagram.十.成品FinishedProtection電其它地時(shí)加強(qiáng)巡視TheburiedcableconstructionshouldnotbetooGenerallycarryoutafterthecompletionofoutdoorworkstopreventbeingdamagedbyotherundergroundworks.Stepupinspectionifcompletedbeforeotherundergroundworks.圖明實(shí)際走向位及敷Spreadsands,coverboardsorbricksandbackfillaftercablepullingtopreventbeingdamagedbyheavyobjectsDrawcompletiondrawingtimelyandshowtheactualcoordinatespositionanddepth.兩端頭處門窗裝好并加鎖止丟失或損毀。Installdoorsandwindowsandlockoncablebothendstopreventlossordamage.十二.質(zhì)量QualityRecord質(zhì)量QualityAssuranceInformation產(chǎn)品格證Cableproductcertification絕緣搖測(cè)或耐壓試CableinsulationtestrollingorvoltagewithstandrecordsConcealedprojectacceptanceConstructionofRecordSelfandmutualinspectionrecordsCableengineeringsub-itemqualityinspectionandevaluationrecordsSub-projectacceptance4te.、文明要求和措SafetyandCivilizedConstructionRequestsandMeasures在過(guò)Nationallaborlawsandthecompanysafetyregulationsmustbeadheredtakepracticalprecautionstopreventsecurityincidents,accesstotheconstructionsitemustwearuniformandusepersonalsecurityobjects,i.e.,safetyshoes,safetyglassesandhelmets.Focusonconstruction,obeycommandanddisposalto好登不斷改善勞動(dòng)條件，認(rèn)真做好每個(gè)人員的勞動(dòng)保護(hù)措implementcertifiedoperatingspecialofworkmusthaveapermittooperate.Thosewithoutcertificatearenotallowedtoentersite,recordsmustbemade.Continuouslyimprovetheworkingconditionsandkeepthesafetymeasuresforeachworker.所有作機(jī)具都經(jīng)過(guò)業(yè)主合格后，貼上標(biāo)簽，可使用Allequipmentshouldbeinspected,acceptedbyownerandbelabeled.溝開挖后應(yīng)有警示牌及維護(hù)ConstructinabalancedandcontinuouswaytoshortentheperiodbetweencabletrenchandbackfillThereshouldbewarningsignsandmaintenanceonpedestrianarea.現(xiàn)場(chǎng)禁止吸煙，班前班中嚴(yán)禁飲酒Nosmokingandalcoholduringworkingperiod.，并做好JHADotechnicalandsecurityclarificationtotheworkersaboutsecurityprecautionsandmakeaJHA..總將遵循管理公司和業(yè)主的規(guī)Thesecurityplanshouldfollowthesafetyrequirements.xx 、制依據(jù) 2二、概況 2三、標(biāo) 2四、機(jī)構(gòu) 3五、人員職責(zé)和權(quán)限 3六、重點(diǎn) 7七、標(biāo)準(zhǔn)規(guī)范及圖集7八、圖紙審查和9九、程洽商與變更 9十、及9十、及評(píng)審流程十二、交底12十三、試驗(yàn)與量備12十四、復(fù)核制度 13十五、資料14十六、新開發(fā)與新應(yīng)用14十七、綠色與降本增效15十八、科成果19十九、深化20二十、總月報(bào)20二十BIM應(yīng)用及實(shí)20二十二、培訓(xùn)22二十三、考核評(píng)價(jià)和23、項(xiàng)目概況xxxxxxxxxxxx161178890.51155400.2423490.27534133m1。二、編制依據(jù)1、家關(guān)技術(shù)準(zhǔn)、規(guī)范規(guī)、行業(yè)準(zhǔn)及政府關(guān)法律法規(guī)等。2、技術(shù)準(zhǔn)、技術(shù)管文件、三體系文件。3、西分《科技作管辦法》4、西分《科技成果獎(jiǎng)懲管辦法》5、西分《技術(shù)考核評(píng)價(jià)管辦法》6、西分《準(zhǔn)規(guī)范、規(guī)、圖集管辦法》7、西分《技術(shù)作管手冊(cè)》8西分《管實(shí)》9、關(guān)xx及三、項(xiàng)目技術(shù)管理目標(biāo)111文科技22、及前均進(jìn)行技術(shù)交極指導(dǎo)現(xiàn)場(chǎng)實(shí)3技術(shù)洽商、變更等技術(shù)資料及準(zhǔn)真實(shí)效。4認(rèn)真落實(shí)技術(shù)復(fù)核真實(shí)效、組織機(jī)構(gòu)五、技術(shù)管理人員職責(zé)和權(quán)限1、項(xiàng)目總程師xx）負(fù)責(zé)項(xiàng)目技術(shù)準(zhǔn)備作；保證措、期保證措、季節(jié)性保證措等）的制，負(fù)責(zé)及其變更的審核，負(fù)責(zé)和各項(xiàng)技術(shù)措的審批，確保程過(guò)程控制有科學(xué)先進(jìn)的依據(jù)；負(fù)責(zé)交底，包括文件內(nèi)容交底，季節(jié)性、外架搭等重要分部分項(xiàng)程、、技術(shù)措等實(shí)進(jìn)行指導(dǎo)、監(jiān)督，確保有效實(shí)；圖紙預(yù)審、會(huì)審，并形成圖紙會(huì)審紀(jì)要；負(fù)責(zé)重大變更、重大程洽商的審核、審批作；對(duì)質(zhì)量通病提出預(yù)防措中出現(xiàn)的質(zhì)量問(wèn)題提出措負(fù)有上、、分及制措并落實(shí)的責(zé)；負(fù)責(zé)對(duì)品的、分、理并提出措；做結(jié)申；；、過(guò)程；測(cè)量并對(duì)重要部位測(cè)量成果進(jìn)行審核、復(fù)測(cè)、復(fù)；程質(zhì)量創(chuàng)優(yōu)目標(biāo)實(shí)現(xiàn)質(zhì)量收定實(shí)；分部分項(xiàng)程收；并參加竣收協(xié)調(diào)交接作；移交；指導(dǎo)、督和檢查本程實(shí)全過(guò)程技術(shù)和質(zhì)量文件、記錄及時(shí)收集、整、成檔、歸檔并對(duì)本程交資料完整性、準(zhǔn)確性、真實(shí)性；）主抓技術(shù)部、質(zhì)檢部及深化作全項(xiàng)目技術(shù)、安全、程質(zhì)量等面協(xié)調(diào)檢查作并協(xié)調(diào)技術(shù)、質(zhì)檢部門程、安全、物資、商務(wù)等面作；科技示范程策、申報(bào)、實(shí)、總結(jié)及收等作；技術(shù)、質(zhì)檢、長(zhǎng)等人員培訓(xùn)作；三體系行實(shí)督檢查；作機(jī)、人員、備、備、測(cè)、全和技術(shù)指導(dǎo)和導(dǎo)；檢、作協(xié)調(diào)總分程技術(shù)和質(zhì)量作確保分程范、標(biāo)準(zhǔn)和分定；導(dǎo)交作2、技術(shù)部（xx）全面技術(shù)部作行導(dǎo)作務(wù)。協(xié)調(diào)作對(duì)本部門位人員作進(jìn)行督、核。定技術(shù)技術(shù)作程進(jìn)行并進(jìn)行督、檢查、糾正。及時(shí)對(duì)標(biāo)準(zhǔn)進(jìn)行和并對(duì)過(guò)程技術(shù)、標(biāo)準(zhǔn)進(jìn)行督、檢查現(xiàn)技術(shù)。相關(guān)部門進(jìn)行圖紙會(huì)審以及技術(shù)交底。人員技術(shù)現(xiàn)務(wù)指導(dǎo)作和圖樣、藝卡片等作指導(dǎo)文件。進(jìn)行生產(chǎn)面日常事務(wù)了解生產(chǎn)行情況加強(qiáng)生產(chǎn)過(guò)程、本部門培訓(xùn)通過(guò)溝通與激勵(lì)等式挖掘潛力，達(dá)到開發(fā)才目及時(shí)溝通認(rèn)真解決實(shí)際碰到問(wèn)題。部（xx）協(xié)助部經(jīng)理做好鋼結(jié)構(gòu)加面理鋼結(jié)構(gòu)及業(yè)理。并交底。程序資料修改記錄歸類整檔供所需模具協(xié)助模具；深入場(chǎng)掌握各動(dòng)態(tài)及時(shí)發(fā)修改問(wèn)題與試裝并同相部門分析處理出問(wèn)題出處理裝備完整統(tǒng)一由于錯(cuò)而影響服分析養(yǎng)配他完日常根據(jù)核后及各并出具相應(yīng)（聯(lián)螺栓表材料表板明細(xì)表焊清冊(cè)裝；、及正；及時(shí)資修改記錄歸類整檔裝，并同相分析出出；和正確由于單、樣板等資料的錯(cuò)誤而影響質(zhì)量或造成質(zhì)量事故負(fù)責(zé)。服務(wù)把現(xiàn)場(chǎng)情況協(xié)調(diào)外包單位、本項(xiàng)目及業(yè)主的聯(lián)系。4部員（xxx）協(xié)助部經(jīng)理做好面的管理或參與會(huì)審消除圖、放樣、加之間的問(wèn)（）負(fù)）；提供所需參和要求地參與好量協(xié)助進(jìn)行模具；深入現(xiàn)場(chǎng)掌握各動(dòng)態(tài)及時(shí)發(fā)現(xiàn)和或的和現(xiàn)場(chǎng)吊裝，會(huì)同相關(guān)部門分析處理出現(xiàn)的提出處理。裝備由攻關(guān)分析不斷提高質(zhì)量。策劃新新推廣新新。培養(yǎng)新人配合內(nèi)它日常5、部資料員（xx）負(fù)責(zé)管理部的資料收發(fā)登。負(fù)責(zé)協(xié)助部經(jīng)理收集、更新及理。負(fù)責(zé)考勤的填寫本部門勞保用的發(fā)放及其它管理作。于已的程所涉及的聯(lián)系單等相關(guān)資料及時(shí)收集、理。協(xié)助部經(jīng)理管理好其它的相關(guān)作。主要負(fù)責(zé)裁剪單、樣板。負(fù)責(zé)復(fù)印作。負(fù)責(zé)協(xié)助部員做些雜小事務(wù)。、技術(shù)管理重點(diǎn)1、住宅質(zhì)量控制本程為住宅程，為確保后期業(yè)主交房順利，避免出現(xiàn)糾紛，如何保證程質(zhì)量誤差是本程一個(gè)重點(diǎn)本程實(shí)測(cè)實(shí)量小，定期對(duì)項(xiàng)目程實(shí)測(cè)實(shí)量進(jìn)行統(tǒng)、監(jiān)督。住宅程，對(duì)于外墻、窗、屋面等防滲漏要求較高，因此防滲漏為本項(xiàng)目重點(diǎn)控制項(xiàng)目本程在進(jìn)行防滲漏前會(huì)優(yōu)化防滲漏節(jié)點(diǎn)，制防滲漏，進(jìn)行技術(shù)交底且嚴(yán)格控制質(zhì)量，確保不出現(xiàn)滲漏情況。2、裝修及機(jī)電，重要，是本程期，機(jī)電化，前排，在保證，盡可高標(biāo)高，增加建筑有效容積；提前穿插進(jìn)行，在建開始進(jìn)行地下室墻體砌筑進(jìn)行地下室制、、安裝；由于安裝前進(jìn)行，因安裝周期長(zhǎng)，必須品保護(hù)措3、項(xiàng)目化機(jī)房?jī)?nèi)備排，以及機(jī)電專業(yè)末端備精裝飾面排都要通機(jī)電安裝化統(tǒng)安排，只有這樣才保證備排規(guī)范、協(xié)有序因此，機(jī)電安裝化是本程重點(diǎn)。七、標(biāo)準(zhǔn)規(guī)范及圖集管理1、標(biāo)準(zhǔn)化規(guī)范、圖集職責(zé)標(biāo)準(zhǔn)化、程、程實(shí)要制定，程計(jì)進(jìn)行（附件1、程、標(biāo)準(zhǔn)）標(biāo)準(zhǔn)化、安裝程、項(xiàng)目技術(shù)定、本項(xiàng)目建筑程技術(shù)規(guī)范、規(guī)程、標(biāo)準(zhǔn)圖集程后，及建筑安裝程技術(shù)、程、標(biāo)準(zhǔn)進(jìn)行，項(xiàng)目審批后上報(bào)公司技術(shù)程建筑安裝程技術(shù)，程、標(biāo)準(zhǔn)項(xiàng)目行，其發(fā)放、和控制，處《或人。552）63）7用。2化管3化管意事項(xiàng)各門人員需借閱必須管員處登記放賬登記使。4賬）使使后回管員處。人按照價(jià)5行賠償。、圖紙審查和管理、通知單、核單應(yīng)將容標(biāo)注藍(lán)上避免誤造返應(yīng)集整理查機(jī)構(gòu)本單位見加蓋建政主管印章《。九、工程洽商與設(shè)計(jì)變更單位：通知書、單位建單位及單位核、、不故已找降本增效法等時(shí)，應(yīng)提合理建合理洽商核。核單通知書應(yīng)認(rèn)可，時(shí)轉(zhuǎn)應(yīng)單位持有時(shí)應(yīng)位標(biāo)注洽商核或變?nèi)掌凇⑻?hào)、改容依據(jù)等。單位通知書、費(fèi)用準(zhǔn)備產(chǎn)生影響建單位理簽證。核單應(yīng)統(tǒng)管理核單號(hào)統(tǒng)為X簽字完善歸入臺(tái)賬臺(tái)賬照日期統(tǒng)排核單序號(hào)。附表 5：臺(tái)帳）附表 6：臺(tái)帳）十、施工組織設(shè)計(jì)及施工方案管理制、法、措、現(xiàn)場(chǎng)布、、總進(jìn)度等主要后，總主持，程技術(shù)進(jìn)行制，并總成冊(cè)，總審核、確認(rèn)后辦上報(bào)送審。根據(jù)程實(shí)際情況，對(duì)各分程制切實(shí)可行的，總制，總審核、確認(rèn)后總成冊(cè)，辦上報(bào)送審。制內(nèi)容要求中的程概況、部署、主要法、進(jìn)度劃、、技術(shù)措、各管標(biāo)、現(xiàn)場(chǎng)平面布圖等內(nèi)容與程性質(zhì)、規(guī)模、特點(diǎn)和條件具針對(duì)性。制的內(nèi)容不可缺、層次清晰、嚴(yán)密、指導(dǎo)性；符合、規(guī)范、標(biāo)準(zhǔn)和要求、并針對(duì)分部、分重點(diǎn)程、鍵藝和季節(jié)性等均和技術(shù)措對(duì)部署、、法、藝流程和材料、質(zhì)量等具體內(nèi)容，均較強(qiáng)的針對(duì)性、指導(dǎo)性，藝要求和標(biāo)準(zhǔn)明確，具（制要求(4號(hào)25mm，20mm；放在采用4加粗按順序放在5眉寫名稱名稱插入碼/。錄采用 做到二級(jí)錄四單獨(dú)碼碼位于腳居封注：名稱名稱單位時(shí)間及建志。要求明程、、制、審核、審制、制時(shí)間，并加蓋制單位公章。圖AutoCAD件制成，圖要、，清；要求圖、圖，要齊全；、性比例要適當(dāng)，標(biāo)；量利用圖層、顏色等手段繪制。進(jìn)度橫道圖、網(wǎng)絡(luò)圖Project軟件繪制生成。所用紙張采用 A4紙，附圖、附可用 A3紙。報(bào)審、裝訂要求報(bào)送時(shí)間：分在該程前3天（模板提前 5天報(bào)送公司應(yīng)部門；至少提前7天報(bào)送到公司質(zhì)量技術(shù)部。、圖能在中插圖、查的盡量插在中）底后，必須5質(zhì)量技術(shù)部存檔。5．項(xiàng)需制的1。OA評(píng)審流程管理項(xiàng)在收到圖15階段性或整體制并上OA項(xiàng)在實(shí)15制完畢并ABC上OA程、2行。D需在實(shí)前完項(xiàng)根據(jù)部技術(shù)部進(jìn)行完、、，時(shí)間6天。項(xiàng)部總，應(yīng)分在分部分項(xiàng)程前15天完專分單位的，并連同專業(yè)分單位技術(shù)負(fù)責(zé)人并字的上項(xiàng)部進(jìn)行，需上分OA的，則由項(xiàng)部上OA技術(shù)部發(fā)布范的，其寫需按照范的格式求行。A、B、C類上傳 OA含主容其中A類必須專家論證，分單位制的應(yīng)分單位內(nèi)，并有總和加蓋其鮮章在中應(yīng)提分單位質(zhì)證書、稅務(wù)登記證書、機(jī)構(gòu)代碼證書、營(yíng)業(yè)照、安全生產(chǎn)許可證、特種人格證書、特種備合格證等掃描件。、技術(shù)交底管理1、級(jí)交底制度。批準(zhǔn)由總師牽頭向體交底要求、重要部位、新推廣劃、適用規(guī)范、政策等。批準(zhǔn)由制向相關(guān)交底鍵藝、特殊）范、、資源投、。 7/交底卡）交底師向位交底交底卡體、、藝、8位向交底。交底字手續(xù)可交底以書面或視頻、語(yǔ)音課PPT、樣板觀摩等交底交底交底認(rèn)真討論回答被交底交底交底書上字確認(rèn)交底將移交給資料存檔。業(yè)師交底情況檢督促。三、試驗(yàn)與計(jì)量設(shè)備管理站儀SET02N1水準(zhǔn)儀器DSZ-21激光垂準(zhǔn)儀ZC-1001圓菱鏡2手持激光測(cè)距儀器s62建筑檢測(cè)器JZC-D型1檢測(cè)合具JZC-系列2鋼卷尺12pcs5zc3-A型筒裝回彈儀器ZC3-A1LAISALS6391PS-07210-12510.5X0.5m11150*150*15030儀1儀1m150mm.10211、程開前項(xiàng)目部總程師應(yīng)根據(jù)程特點(diǎn)項(xiàng)目部相關(guān)人員項(xiàng)目技術(shù)復(fù)核。 表9:2。 表3）技術(shù)復(fù)核項(xiàng)目總程師進(jìn)行確交員現(xiàn)場(chǎng)長(zhǎng)進(jìn)行技術(shù)復(fù)核進(jìn)行確交員。5、技術(shù)復(fù)核（程預(yù)檢）記錄應(yīng)部及以禁后補(bǔ)，6、技術(shù)復(fù)核具體要求和內(nèi)容為：定復(fù)測(cè)：項(xiàng)目部分管、技術(shù)負(fù)責(zé)人、主管程師、質(zhì)檢員、測(cè)程師依據(jù)紅線圖、紅線樁、圖紙檢驗(yàn)其寸是否準(zhǔn)確取得有關(guān)部、。檢：項(xiàng)目技術(shù)責(zé)人、主管程師、檢員、測(cè)程師據(jù)圖紙要求、設(shè)定、點(diǎn)、平樁復(fù)核底、墊層、基礎(chǔ)、筑物各層及全。驗(yàn)線：主管程師、質(zhì)檢員、測(cè)程師依據(jù)圖紙對(duì)建筑物基礎(chǔ)軸線、幾何寸結(jié)構(gòu)層次墻身軸線門洞置寸置線寸主管作質(zhì)尺埋件留孔原材、質(zhì)檢員、人員依據(jù)圖紙，對(duì)各類件類別、型號(hào)位置、搭接長(zhǎng)度、標(biāo)高、偏差以及支座點(diǎn)進(jìn)行復(fù)核。大樣圖復(fù)核技術(shù)負(fù)責(zé)人、特殊屋面等大樣圖的形狀、尺寸、預(yù)制和安位置進(jìn)行復(fù)核。砼和砂漿技術(shù)負(fù)責(zé)人、、資料員、質(zhì)檢員及有關(guān)部門班長(zhǎng)依據(jù)圖紙要求，對(duì)砼、砂漿的配合比、水泥品種、標(biāo)號(hào)進(jìn)行復(fù)核。對(duì)各種上、下水、熱力、暖氣、煤氣、通風(fēng)等道線及器具的位置、尺寸、標(biāo)高、坡度、防腐、保溫、、通水、進(jìn)行復(fù)核，道。圖紙部位進(jìn)行復(fù)核，檢部位圖。、技術(shù)資料管理1、部部相關(guān)理、內(nèi)業(yè)技術(shù)、資料員等統(tǒng)一的名稱、位（子單位）、部、檢的劃分進(jìn)行詳細(xì)交底。2部制《技術(shù)資料理劃》明確資料內(nèi)容制人、寫要求等。3、部資料員準(zhǔn)備之日起，據(jù)技術(shù)資料始收集、整理技術(shù)資料，收集的資料要確保與進(jìn)度同步。4、技術(shù)檔根據(jù)《檔標(biāo)準(zhǔn)》和所地檔館的要求卷。通檔收的資時(shí)檔館公司檔移交檔。 （附表 1技術(shù)資料理劃）六、新技術(shù)開發(fā)策劃與新技術(shù)應(yīng)用管理1.四技術(shù)的推廣用劃（1）輕型鋁合金模板體系的使用上標(biāo)準(zhǔn)層擬采用鋁合金模板體系水及，該體系較傳統(tǒng)模板體系，能夠減少安和拆除定型模板時(shí)間，且不占用塔、不需要料平臺(tái)，有的模板體系料通人預(yù)留洞傳到，克服了傳統(tǒng)模板住宅困難，輸完全依賴機(jī)械的狀況，并且較傳統(tǒng)木模板有高的使用殘值。（2）柱輕型鋁合金通龍骨的使用本工程地下獨(dú)立基礎(chǔ)最大柱截面為400*700，擬采用80mmX44mmX3mm鋁合金方通取代12#槽鋼作為墻柱模板體系主龍骨，每米龍骨重量相較槽鋼減少6Kg，兩棟塔樓龍骨總長(zhǎng)度約800m，總共減少約4800Kg，大大提高龍骨安裝效率，促進(jìn)工期的實(shí)現(xiàn)。（3）輪扣式新型支撐體系的運(yùn)用本工程裙房結(jié)構(gòu)擬采用承插式、輪扣式新型支撐體系，較常規(guī)鋼管扣件支撐體系，可以提高施工效率，降低扣件損耗量；本項(xiàng)目擬使用的新型承插式支撐體系還可以有效的保證立桿自由端高度滿足規(guī)范要求，降低模板支撐龍骨的投入使用，減少社會(huì)資源的浪費(fèi)。（附2項(xiàng)目新用計(jì)）、綠色施工及降本增效管理1、理立、降本效施工管組，立。編施工降本效管方案，立施工、降本效組織構(gòu)。2綠施工規(guī)程進(jìn)設(shè)進(jìn)。現(xiàn)用、用管（施，施工、、管，“跑、冐、滴、漏”及浪費(fèi)能等現(xiàn)的。著節(jié)材料與利原則優(yōu)化種（推廣藝、新、降低材料剪裁浪費(fèi)，種周轉(zhuǎn)材料采取可拆式，回收利用。環(huán)境護(hù)出揚(yáng)塵污染廢棄排放土污染噪聲污染行監(jiān)控管進(jìn)管。文明備圍擋標(biāo)準(zhǔn)。業(yè)員佩戴個(gè)勞動(dòng)護(hù)品過(guò)中接觸毒害粉塵、纖維、以及噪聲、光作業(yè)員佩戴相防護(hù)器具。期期組織施工員進(jìn)安、環(huán)保施工、降本效教育，要充利用農(nóng)民夜校組織施工員教育培訓(xùn)施工員產(chǎn)環(huán)保施工節(jié)約本的意識(shí)，教育培訓(xùn)進(jìn)。10）組織項(xiàng)目相關(guān)負(fù)現(xiàn)階段性施工管降本效進(jìn)析，可11施工、降本效管臺(tái)帳項(xiàng)管內(nèi)容包括施工管方案、降本效方案、度、、會(huì)議、教育培訓(xùn)等。12）施工前過(guò)施工方案優(yōu)化、設(shè)計(jì)優(yōu)化來(lái)帶動(dòng)項(xiàng)目降本效的具名稱。2、降本效管理我制“差技術(shù)審核析廢鋼筋損耗②混凝土：澆混凝土需澆位，根據(jù)圖混凝土攪拌站技術(shù)澆位審核確認(rèn)給出相位裝磅車混凝土來(lái)時(shí)磅確?；炷磷闳舫^(guò)圖及時(shí)析原③模板支規(guī)允許圍盡小墻柱模板截積小樓板厚（負(fù)偏差）來(lái)混凝土消耗；“進(jìn)業(yè)主質(zhì)很故上準(zhǔn)層鋁模2棟使新模，#棟時(shí)稍晚4棟2棟鋁模改裝6棟國(guó)拆除的鋁模改裝使時(shí)鋁模提盡能耗時(shí)制耗使；結(jié)及時(shí)鎖定生人機(jī)械調(diào)藝法所有人員見性根據(jù)情況安全、質(zhì)增做事準(zhǔn)備。支模架布置深化模板縫隙毯檢查拼縫不符；③外劑量進(jìn)行專理；④混凝土不可避免尾可作砼預(yù)塊預(yù)窗臺(tái)板作；⑤絲桿短小木回收再利；建筑垃圾使①敲鑿混凝土可于自拌混凝土粗混凝土等，量外臺(tái)；③塊廢可收集進(jìn)行粉碎處理后于；④粉刷會(huì)產(chǎn)生量地灰可篩后上水水泥后于粉刷刮糙可作于自拌混凝土細(xì)；格高于格混凝土凝水混凝土混凝土混凝土不混凝土使混凝土標(biāo)嚴(yán)進(jìn)行費(fèi)機(jī)械照明燈具應(yīng)做走機(jī)停離燈息，既節(jié)約了電使一上也杜絕了電器安全隱患員進(jìn)行巡視記錄浪電象例會(huì)上通報(bào)；建區(qū)收于混凝土；嚴(yán)格進(jìn)行不拌而多增或者隨意增量。不不理，爭(zhēng)取最好備利間租賃備適進(jìn)退租賃嚴(yán)抓進(jìn)合理安排備租賃資理質(zhì)量面量量量避免量通病質(zhì)量原因進(jìn)行返作業(yè)。嚴(yán)格量進(jìn)行嚴(yán)格避免被返收不格加縮短；柱砌體垂直整裝飾裝修“審批”時(shí)“審”計(jì)要真“批”要謹(jǐn)慎約“降增效”根抓起；廢舊處廢舊處要作廢要時(shí)時(shí)時(shí)筋等；要商供處缺及時(shí)上報(bào)按照款相處罰；閑置及時(shí)類退租閑置高使效；零星采購(gòu)使盡使主體周轉(zhuǎn)使實(shí)使歸還丟失損壞賠償明確寫明所使要包勞務(wù)隊(duì)專職員庫(kù)就跟蹤，做誰(shuí)使誰(shuí)歸還誰(shuí)丟失誰(shuí)賠償；完將富余回收退還供商能退還統(tǒng)記錄入庫(kù)期做好準(zhǔn)備。技術(shù)總平要按布置圖紙堆放做整齊二次搬運(yùn)人費(fèi)；時(shí)時(shí)驗(yàn)收次通。充把握?qǐng)D紙會(huì)審關(guān)使結(jié)實(shí)際便降低全嚴(yán)格執(zhí)行項(xiàng)目部《安全生產(chǎn)責(zé)任書》，安全第一、預(yù)防為主，防止因?yàn)榘踩鹿试斐傻娜肆?、物力?jīng)濟(jì)損失。加強(qiáng)項(xiàng)目生活區(qū)的安全和人員的管理，避免火災(zāi)、打架等社會(huì)治安事故，加大對(duì)現(xiàn)場(chǎng)的安全防護(hù)的檢查，避免安全事故，無(wú)事故就是最直接的經(jīng)濟(jì)收入；加強(qiáng)現(xiàn)場(chǎng)安全生產(chǎn)，