中英文对照施工方案

你一定要坚强，即使受过伤，流过泪，也能咬牙走下去。因为，人生，就是你一个人的人生。============================================================================中英文对照施工方案目录Contents1。工程概况General2。编制依据References3。施工顺序ConstructionSequence4。施工方法ConstructionMethod5。安全与环境保护施工措施HSE6.劳动力计划ManpowerMob.Schedule7.机具计划Equipment/ToolsMob.Schedule8。施工作业计划ConstructionSchedule工程概况General该项目为珠海PTA二期工程,本方案主要是为PTA二期变电所结构而编制的施工技术措施。精品文档放心下载主体结构三层钢筋砼框架,局部为二层钢筋砼框架结构，变压器区域采用钢筋砼墙体。感谢阅读ThismethodstatementiscompiledtodescribethesubstationstructureconstructionmethodofZhuhaiPTANo.2Project，whichmajorstructureisthree—layerreinforcedconcreteframeandpartialstructureistwo—layerreinforcedconcreteframeandtransformerareaisreinforcedconcretewall。精品文档放心下载2。编制依据References2。1。施工图纸 ConstructionDrawings精品文档放心下载

REV。2

6092—BCO。01-DW—1741-01to252。2工程测量规范 CodeforEngineeringSurveying谢谢阅读2。3混凝土结构工程施工质量验收规范CodeforQualityAcceptanceforConcreteStructure感谢阅读

GB50026—93GB50204-20022。4

混凝土泵送技术规程TechnicalCodesforConcreteCastingbyConcretePump2.5建筑工程施工质量验收统一标准谢谢阅读

JGJ/T10-95UnifiedStandardforConstructionQualityAcceptanceofConstructionGB50300—2001感谢阅读2.6钢筋焊接及验收规程CodeforAcceptanceofRe-barWeldingJGJ18-2003感谢阅读2.7建筑施工高处作业安全技术规范SafetyTechnicalCodeforWorkatHeightDuringConstructionJGJ80—91精品文档放心下载2.8施工现场临时用电安全技术规范ElectricitySafetyTechnicalCodeforTemporaryPowerSupplyonConstructionSiteJGJ46—88感谢阅读2。9混凝土强度检验评定标准AssessmentandAcceptanceforConcreteStrengthGBJ107-87谢谢阅读命运如同手中的掌纹，无论多曲折，终掌握在自己手中==============================================================感谢阅读你一定要坚强，即使受过伤，流过泪，也能咬牙走下去。因为，人生，就是你一个人的人生。谢谢阅读============================================================================谢谢阅读施工顺序ConstructionSequence感谢阅读施工方法ConstructionMethod4.1脚手架工程Scaffoldingwork精品文档放心下载4。1。1框架外的双排脚手架由架业公司搭设。Doublescaffoldoutsidethestructurewillbebuiltbyscaffoldingcompany.精品文档放心下载4。1。2梁和板底搭设满堂脚手架。脚手架立杆基土应平整、密实，且所有立杆底部应加设宽度大于200mm，厚度大于50mm,长度4m的垫木.精品文档放心下载Fullscaffoldshallbeusedforbeamandslabbottom。Polefoundationsoilshalllevelanddense，andsizemorethan4m(L）×200mm（W)×50mm(T）woodblockshallbesetforallpolebottom。4。1。3满堂脚手架的立杆间距1。2m，横杆间距为1。6m.每隔12m设置一道剪力撑.搭设方法见下图.立杆与纵、横向扫地杆连接固定，纵横向立杆应在同一条直线；纵、横杆搭接接头不要大于50%,即杆件接头要错位搭接。立杆搭设时应通过吊垂线保证其垂直度,垂直误差不得大于20mm.精品文档放心下载Spacingbetweenpolesoffullscaffoldis1。2m,andsetcrossbridgingforevery12m，andmethodpleaseseefollowingsketch。Polesshallbeerectedasperthelocation,andfastenthepoleswithlongitudinalandtransversebottompole，andlongitudinalandtransversepolesshallbeatthesamestraightline。Overlapjunctionsoflongitudinalandtransversepolesshallbenotmorethan50%，thatis，polejunctionsshallbeoverlappedstaggered。Verticalityshallbeensuredbyplumblinewhen,andtoleranceofverticalityshallbenotmorethan20mm。谢谢阅读4。1。4端头各设置一道剪刀撑,每道连接不少于4根立杆，纵向轴线除两端各设置一道剪刀撑外,按间距12m设置剪刀撑;剪刀撑接长必须用搭接,且搭接长度不小于1m,转扣不少于3个，每组剪刀撑的宽度不小于4跨，且不小于6m,斜杆与地面的夹角45°～60°感谢阅读Crossbridgingshallbeinstalledattheendsoftransverseaxis,andeachconnectionshallbenotlessthanfourpoles.Besidescrossbridginginstalledattheendsofthelongitudinalaxis，italsoinstalledasper12mspacing.Overlapmustbeusedforcrossbridgingspreading,andoverlaplengthshallbenotlessthan1m，androtarybuttonshallbelessthanthree，andeachcross谢谢阅读bridging’swidthshallbenotlessthanfourspansandshallbenotlessthan6m.Separationangle精品文档放心下载betweendiagonalpoleandgroundis45°～60°。谢谢阅读4.1。5脚手架平面布置及上下通道平面位置见附图1。精品文档放心下载Makethesketchfordetailplaneofscaffoldingincludingaccessway.PleaseseesketchNo.—1。感谢阅读4.1.6脚手架搭设好后，必须经过IPMT/CFCS/HSSE验收合格后方可投入使用。谢谢阅读Aftercompletionofscaffoldingwork，itmustbeinspectedandacceptedbyIPMT/CFCS/HSSE。感谢阅读4。2模板工程Formwork4.2.1梁、柱和墙板采用δ=18mm的胶合模，板采用组合钢模板。φ48*3.5的标准脚手架钢管加固.模板安装前，应将模板面残留砼清理干净、且在钢模板上均匀涂刷隔离剂。感谢阅读δ=18mmplywoodformshallbeusedforbeam，columnandwall,andcombinedformshallbeusedforbaseslab,andreinforcedbyφ48*3.5scaffoldsteelpipe。Formsshallbecleanedand精品文档放心下载removetheresidualconcrete,andalsoseparantshallbepaintedonthesteelformevenlybeforeforminstallation.感谢阅读命运如同手中的掌纹，无论多曲折，终掌握在自己手中==============================================================谢谢阅读你一定要坚强，即使受过伤，流过泪，也能咬牙走下去。因为，人生，就是你一个人的人生。感谢阅读============================================================================谢谢阅读4.2.2柱模板Columnform1）安装顺序:柱轴线投点、放支模线→搭设柱四周井字架→控制标高→绑扎柱钢筋、墙拉结筋、安放钢筋保护层垫块→拼装柱模板→柱模板校正并加固精品文档放心下载Installationsequence:markoutthecolumnaxisandformline→build“井”shaperackaroundthecolumn→controlelevation→columnrebarwork，wallbindingrebarwork,installthecushion精品文档放心下载block→installthecolumnform→columnformadjustmentandreinforcement谢谢阅读2）将柱轴线、标高线复测投点,弹出柱支模线,将柱脚支模处用1：2水泥砂浆找平,每根柱周围搭设井字架，在井字架上抄测标高控制线。谢谢阅读Resurveythecolumnaxisandelevationline,andmarkoutthecolumnformline，1:2cementmortarwillbeusedtolevelingatthecolumnbottom.“井"shaperackwillbesetaroundeachcolumn,andmarkelevationcontrollineonit.感谢阅读3)绑扎柱筋，垫保护层垫块，安放埋件、墙拉结筋。Columnrebarsandcushionblockwork，installthesteelinsertsandwallbindingrebar。精品文档放心下载4)经检查合格并办理隐蔽检查记录后拼装柱模。柱根部留设清扫口。柱与梁的模板安装如附谢谢阅读1所示.Columnformwillbeinstalledafterinspected&acceptedandgottheconcealedworkinspectionrecord。Cleanoutshallbesetatthebottomofcolumnbottom.DetailsofthecolumnandbeamforminstallationpleaseseeattachedsketchNo。—1.谢谢阅读5）柱箍采用Ф48＊3。5双钢管背棱，柱箍间距400mm；柱底及柱顶均应设置柱箍,柱加固图见附图2。用钢管与脚手架有效连接并固定、校正。柱底部用1：2水泥砂浆堵缝防止漏浆。谢谢阅读Ф48＊3。5doublesteelpipeheelwillbeusedforthecolumnhoop,andspacingbetweencolumnhoopis400mm.Steelpipeshallbeusedtoconnectthescaffoldandfixingandaligning。1：2cementmortarwillbeusedtosealthecolumnbottomtopreventleakage。Columnhoopshallbeinstalledatthecolumnbottomandtop，detailsaboutreinforcingpleaseseeattachedsketchNo。—2.感谢阅读6）柱模安装基本完毕后对断面尺寸、轴线、标高、垂直度等进行全面检查校正后再进行固定,并将各柱井字架之间连成一体，形成稳定整体结构。感谢阅读Aftercolumnforminstallation,overallinspectionandaligningshallbedoneforthecrossdimension,axis，elevationandverticality，andthenconnecteachcolumn“井”shaperackasoverallstablestructure。谢谢阅读4.2。3梁、板模板Beamandslabform谢谢阅读1）安装顺序：抄测量控制标高→搭梁底模双排架及板底满堂脚手架→安装梁底模→绑扎梁钢筋、安放垫块→安装梁侧模→校正加固模板→拼装板底模→绑扎板钢筋精品文档放心下载Installationsequence:markoutthecontrolelevation→doublescaffoldofbeambottomformandfullscaffoldofslabbottom→beambottomforminstallation→beamrebarandcushionblockwork→beamsideforminstallation→formadjustmentandreinforcement→slabbottomforminstallation→slabrebarwork感谢阅读2)在梁模下搭设双排钢管立柱承重架，钢管立柱采用Φ48钢管，立杆纵向间距为750mm。Polebearingrackwithdoublesteelpipeshallbebuiltunderthebeamform,Φ48steelpipewillbe谢谢阅读usedforthepole,andlongitudinalspacingbetweenpolesis750mm。感谢阅读3）梁高在800mm~1000mm的梁中部设对拉螺栓一道，梁高为1200mm的梁设置两道对拉感谢阅读命运如同手中的掌纹，无论多曲折，终掌握在自己手中==============================================================精品文档放心下载你一定要坚强，即使受过伤，流过泪，也能咬牙走下去。因为，人生，就是你一个人的人生。感谢阅读============================================================================感谢阅读螺栓。对拉条安装方法见附图3,在模板拆除对拉螺栓拿出后，采用微膨胀水泥砂浆封堵。精品文档放心下载1200mm高梁模板支设计算书附后。Onesetpullboltshallbeinstalledatthemiddleofbeamwhilethebeamis800mmto1000mm，andtwosetspullboltwillbeinstalledwhiletheheightis1200mm。DetailsabouttheinstallationpleaseseeattachedsketchNo.—3。Expendedcementmortarshallbeusedforsealingafterformdismantledandpullboltsremoved。For1200mmheightbeamshallcalculatethesupportsystemandmakedetailsupport.Pleaseseeattach.谢谢阅读4)按控制标高安装梁底承重水平横杆(梁长L≥4000mm时按0。2～0.3%起拱）时备双卡,梁底模铺放时与之固定。精品文档放心下载Bearinghorizontalpole(whenbeamlengthL≥4000mm,following0。2％-0.3%archrising）of谢谢阅读beambottomshallbeinstalledaccordingtocontrolelevationandpreparedoubleclamp,andfastenedwithitwhilelayingthebeambottomform。精品文档放心下载5)绑扎梁筋，垫保护层垫块，安放埋件、插筋、预留孔胎模等，经检查合格后扣梁侧模。Beamsideformshallbeinstalledafterallworkinspectedandacceptedsuchasbeamrebarwork,cushionblocklaying,steelinsertsinstallation,steeldowelingandpocketmoldingbed，etc.精品文档放心下载6)梁与柱、梁交接处用木模板制成定型模板，以保证接头处模板平整。感谢阅读Woodenformwillbemadeastypeformfortheconnectionwherebeamandcolumn，andbeamandbeamtoensurelevelingofconnectionform.精品文档放心下载7）板模板采用组合钢模，在组拼时模板缝间夹海绵条。Combinedsteelformwillbeusedforslabform,andspongestripshallbeusedfortheformjointduringmatching。谢谢阅读4.2。4墙板模板Wallform墙板模板安装见附图4。在模板拆除对拉螺栓拿出后，采用微膨胀水泥砂浆封堵。谢谢阅读WallforminstallationpleaseseeattachedsketchNo。—4.Expendedcementmortarshallbeusedforsealingafterformdismantledandpullboltsremoved.精品文档放心下载4.2.5模板工程质量允许偏差及检测方法AllowableToleranceandControlMethodofFormworkQuality精品文档放心下载混凝土结构工程施工质量验收规范GB50204—2002（表4.2.6，4.2。7)精品文档放心下载CodeforQualityAcceptanceforConcreteStructureGB50204-2002(seetable4。2。6,4.2。7）精品文档放心下载项目Item 允许偏差（mm)AllowableTolerance(mm）

检验方法Checkedby。截面内尺寸DimensioninsideFormwork

+4,—5

Steelruler钢尺检查轴线位置Axisposition

5

水准仪Levelinstrument测量工预留洞

surveyorAnchorpocket中心线位置Centerline 10 水准仪Levelinstrument谢谢阅读命运如同手中的掌纹，无论多曲折，终掌握在自己手中==============================================================精品文档放心下载你一定要坚强，即使受过伤，流过泪，也能咬牙走下去。因为，人生，就是你一个人的人生。感谢阅读============================================================================感谢阅读测量工surveyor4.2.6柱及梁侧模板在混凝土浇筑48小时后拆除，浇水自然养护不得少于7天；梁底模板必须28天或砼强度达到100％方可拆除（做同条件砼试块测试）,并浇水养护7天.谢谢阅读Columnandbeamsideformswillbedismantled48hoursafterconcretecasting,andwaterycuringshallnotlessthan7days。Beambottomslabformcanbedismantledafter28daysorconcretestrengthreached100％(makeblocksampleinsamecondition）,andwatercuring7days。谢谢阅读4。3钢筋工程Rebarwork4.3。1所用钢筋必须具有出厂质量证明书，试验报告单，且钢筋表面清洁，无损伤.感谢阅读Allre—barsmusthavequalitycertificatesandtestreportswhenleavingthefactory，andkeepre-barintidyconditionandnodamage。精品文档放心下载4。3.2所有钢筋在进场时必须按同一牌号、同一炉批号、同一规格、同一交货状态且重量不得大于60t为一批，任选2根分别在每根上切取拉力、冷弯试件。感谢阅读Allre-barsshallbestoredbybrand,heatnumber，specificationseparately。Atthesametime，onegroupofsample(2pieces)every60torfractionof60tonsforeachbatchshallbesenttolaboratorytopullresistanceintensityandcoldbendingintensity.谢谢阅读4.3.3原本材料必须分规格堆放，且挂牌标识。钢筋应在预制场集中加工成型，分规格、型号堆放并配上钢筋规格标示牌。谢谢阅读RawmaterialshouldbesepaAllre-barsshallbefabricatedintheprefabricationareaandpiledtogetherasperthespecification,typeandpiledwithtags。感谢阅读4。3。4梁板横向钢筋采用搭接，在同一连接区段内钢筋搭接接头面积配筋百分率应不大于谢谢阅读50％。Transverserebarshallbeoverlappedinpriority，inthesamesectionofoverlaparea,proportionofoverlappedrebarconnectionsshallnotbemorethan50%oftotalquantityofre-bar。感谢阅读4.3.5柱纵向钢筋按图纸要求焊接连接。长度必须≥要施工的柱净高四分之一，高度要≥500，连接长度≥35d。精品文档放心下载Mechanicalconnectionwillbeadoptedforcolumnrebaraccordingtoconstructiondrawings.Connectionlengthshouldbemorethanorequaltoonequarterofthecolumnnetheight,and感谢阅读命运如同手中的掌纹，无论多曲折，终掌握在自己手中==============================================================谢谢阅读你一定要坚强，即使受过伤，流过泪，也能咬牙走下去。因为，人生，就是你一个人的人生。谢谢阅读============================================================================谢谢阅读heightshallbemorethanorequalto500mm,andconnectionlengthshallbemorethanorequalto35d。谢谢阅读4。3.6按图纸要求在梁侧面、柱侧面钢筋上绑扎带插有22＃铁丝的砂浆垫块，在板及梁底用同砼配比的砂浆垫块，垫块的尺寸为40mm×40mm×40mm。感谢阅读40mm×40mm×40mmcementblockwithembedded22＃steelwirewillbeboundonthere—barsofbeamsideandcolumnsideaccordingtotheconstructiondrawings.Cementblockshallbemadebyconcretewiththesamemixratioofconcreteexceptstone.精品文档放心下载4。3.7板双层钢筋网片采用φ12钢筋制作的“几"字型马凳支撑，马凳间距为1000mm。感谢阅读“几"shapesupportmadeofφ12rebarwillbeusedfordoublerebarnetofslab，andspacing感谢阅读betweensupportsis1000mm.感谢阅读4。3.8钢筋加工工程质量允许偏差及检测方法AllowableToleranceandControlMethodforRebarWork谢谢阅读混凝土结构工程施工质量验收规范GB50204-2002(表5。3.4)谢谢阅读CodeforQualityAcceptanceforConcreteStructureGB50204—2002(seetable5.3。4)感谢阅读项目Item 允许偏差（mm）AllowableTolerance(mm） 检验方法精品文档放心下载Check/Accept.受力钢筋顺长度方向全长的净尺寸Lengthofloadbearingre-baralongstrengthdirection ±10 钢尺检查Steelruler感谢阅读弯起钢筋的弯折位置Bendinglocationofre-bar谢谢阅读±20 钢尺检查Steelruler箍筋内净尺寸InnerDimensionofStirrupBar ±5 钢尺检查Steelruler感谢阅读4.4混凝土工程ConcreteCasting精品文档放心下载4.4。1本工程砼均采用商品砼,砼罐车运输,泵车浇筑。浇筑路线及泵车就位布置根据现场具体情况确定。感谢阅读Commercialconcreteandconcretetruckandpumptruckwillbeusedforthisconstruction.Concretecastingrouteandpumptruckallocationwillbeaccordingtothesiteconditions。感谢阅读4.4.2砼浇筑前用塑料薄膜对上部柱筋及螺栓丝扣进行保护，防止砼污染钢筋。感谢阅读Priortoconcretecasting,uppercolumnrebarandanchorboltthreadshallbewrappedbyplasticsheettopreventcontaminationfromconcrete。感谢阅读4。4.3柱和墙板砼浇筑前必须在接缝处应事先铺设一层与原砼成份相同的去石子砂浆50mm厚。谢谢阅读Theremustpre—layonelayerof50mmthicknessmortar（exceptstones）whichingredientsaresamewiththeoriginalconcreteforthejointbeforecolumnandwallconcretecasting。感谢阅读4.4。4砼振捣采用插入式振动棒,在振捣上一层时，应插入下层50mm，相邻插点间距不超精品文档放心下载300mm，且距离模板以100～150mm为宜;振捣应密实，以砼表面水平不再显著下沉、表面泛浆、不冒泡为宜，严禁漏振、过振。精品文档放心下载命运如同手中的掌纹，无论多曲折，终掌握在自己手中==============================================================感谢阅读你一定要坚强，即使受过伤，流过泪，也能咬牙走下去。因为，人生，就是你一个人的人生。感谢阅读============================================================================谢谢阅读Inserttypevibratingrodwillbeadoptedforvibratingoffoundationconcrete。Whilevibratingcurrentlayer,vibratingrodshallbeinserted50mmdeepintolastlayer，anddistancebetweentwoadjacentvibratingpointsshallnotbeover300，and100-150mmshallbesuitableforthedistancefromform.Vibratingworkshallcontinuetillthatnoobvioussinkingcanbeobserved,andnobleedingandnofoamappearonthesurfaceofconcrete.Itshallbeforbiddenthattheconcreteisovervibrated，vibratingpointsarenotsufficientorvibratingtimeisnotlongenough.谢谢阅读4。4。5施工缝留设：水平施工缝留置于板顶面.下一次砼浇筑前，人工凿除松动的石子20mm，清洗干净并浇水养护，浇筑下一次砼前用水冲洗润湿.感谢阅读Horizontalconstructionjointshallbesetatthetopoftheslab.Justbeforenextconcretecasting,looseconcreteshallbechippingoffminimum20mmmanuallyandcleaningwithwaterandwatercuring。精品文档放心下载4。4。6砼浇筑过程中应派专人看模板、看钢筋，发现异常及时处理，待整改合格后方可继续进行砼浇筑。精品文档放心下载Duringconcretecasting,specialpersonshallbeassignedtoobservethestatusofre—barandform，workshallbestoppedandcontinueafterrectificationifabnormalphenomenaappear.谢谢阅读现浇结构尺寸允许偏差及检测方法AllowableToleranceandControlMethodofcastingstructure精品文档放心下载混凝土结构工程施工质量验收规范GB50204—2002(表8.32-1）感谢阅读CodeforQualityAcceptanceforConcreteStructureGB50204—2002(seetable8.32—1）感谢阅读项目Item 允许偏差(mm）AllowableTolerance（mm） 检验方法Check/Accept。谢谢阅读轴线位置Axisposition 8 水准仪Levelinstrument感谢阅读测量工surveyor平面外形尺寸Concretesurfacesize谢谢阅读±5 钢尺检查Steelruler

by标高Elevation 层高Layerheight全高Fullheight ±20垂直度

±5

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