中英文對(duì)照施工方案

你一定要堅(jiān)強(qiáng)，即使受過傷，流過淚，也能咬牙走下去。因?yàn)?，人生，就是你一個(gè)人的人生。============================================================================中英文對(duì)照施工方案目錄Contents1。工程概況General2。編制依據(jù)References3。施工順序ConstructionSequence4。施工方法ConstructionMethod5。安全與環(huán)境保護(hù)施工措施HSE6.勞動(dòng)力計(jì)劃ManpowerMob.Schedule7.機(jī)具計(jì)劃Equipment/ToolsMob.Schedule8。施工作業(yè)計(jì)劃ConstructionSchedule工程概況General該項(xiàng)目為珠海PTA二期工程,本方案主要是為PTA二期變電所結(jié)構(gòu)而編制的施工技術(shù)措施。精品文檔放心下載主體結(jié)構(gòu)三層鋼筋砼框架,局部為二層鋼筋砼框架結(jié)構(gòu)，變壓器區(qū)域采用鋼筋砼墻體。感謝閱讀ThismethodstatementiscompiledtodescribethesubstationstructureconstructionmethodofZhuhaiPTANo.2Project，whichmajorstructureisthree—layerreinforcedconcreteframeandpartialstructureistwo—layerreinforcedconcreteframeandtransformerareaisreinforcedconcretewall。精品文檔放心下載2。編制依據(jù)References2。1。施工圖紙 ConstructionDrawings精品文檔放心下載

REV。2

6092—BCO。01-DW—1741-01to252。2工程測(cè)量規(guī)范 CodeforEngineeringSurveying謝謝閱讀2。3混凝土結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范CodeforQualityAcceptanceforConcreteStructure感謝閱讀

GB50026—93GB50204-20022。4

混凝土泵送技術(shù)規(guī)程TechnicalCodesforConcreteCastingbyConcretePump2.5建筑工程施工質(zhì)量驗(yàn)收統(tǒng)一標(biāo)準(zhǔn)謝謝閱讀

JGJ/T10-95UnifiedStandardforConstructionQualityAcceptanceofConstructionGB50300—2001感謝閱讀2.6鋼筋焊接及驗(yàn)收規(guī)程CodeforAcceptanceofRe-barWeldingJGJ18-2003感謝閱讀2.7建筑施工高處作業(yè)安全技術(shù)規(guī)范SafetyTechnicalCodeforWorkatHeightDuringConstructionJGJ80—91精品文檔放心下載2.8施工現(xiàn)場(chǎng)臨時(shí)用電安全技術(shù)規(guī)范ElectricitySafetyTechnicalCodeforTemporaryPowerSupplyonConstructionSiteJGJ46—88感謝閱讀2。9混凝土強(qiáng)度檢驗(yàn)評(píng)定標(biāo)準(zhǔn)AssessmentandAcceptanceforConcreteStrengthGBJ107-87謝謝閱讀命運(yùn)如同手中的掌紋，無論多曲折，終掌握在自己手中==============================================================感謝閱讀你一定要堅(jiān)強(qiáng)，即使受過傷，流過淚，也能咬牙走下去。因?yàn)椋松?，就是你一個(gè)人的人生。謝謝閱讀============================================================================謝謝閱讀施工順序ConstructionSequence感謝閱讀施工方法ConstructionMethod4.1腳手架工程Scaffoldingwork精品文檔放心下載4。1。1框架外的雙排腳手架由架業(yè)公司搭設(shè)。Doublescaffoldoutsidethestructurewillbebuiltbyscaffoldingcompany.精品文檔放心下載4。1。2梁和板底搭設(shè)滿堂腳手架。腳手架立桿基土應(yīng)平整、密實(shí)，且所有立桿底部應(yīng)加設(shè)寬度大于200mm，厚度大于50mm,長(zhǎng)度4m的墊木.精品文檔放心下載Fullscaffoldshallbeusedforbeamandslabbottom。Polefoundationsoilshalllevelanddense，andsizemorethan4m(L）×200mm（W)×50mm(T）woodblockshallbesetforallpolebottom。4。1。3滿堂腳手架的立桿間距1。2m，橫桿間距為1。6m.每隔12m設(shè)置一道剪力撐.搭設(shè)方法見下圖.立桿與縱、橫向掃地桿連接固定，縱橫向立桿應(yīng)在同一條直線；縱、橫桿搭接接頭不要大于50%,即桿件接頭要錯(cuò)位搭接。立桿搭設(shè)時(shí)應(yīng)通過吊垂線保證其垂直度,垂直誤差不得大于20mm.精品文檔放心下載Spacingbetweenpolesoffullscaffoldis1。2m,andsetcrossbridgingforevery12m，andmethodpleaseseefollowingsketch。Polesshallbeerectedasperthelocation,andfastenthepoleswithlongitudinalandtransversebottompole，andlongitudinalandtransversepolesshallbeatthesamestraightline。Overlapjunctionsoflongitudinalandtransversepolesshallbenotmorethan50%，thatis，polejunctionsshallbeoverlappedstaggered。Verticalityshallbeensuredbyplumblinewhen,andtoleranceofverticalityshallbenotmorethan20mm。謝謝閱讀4。1。4端頭各設(shè)置一道剪刀撐,每道連接不少于4根立桿，縱向軸線除兩端各設(shè)置一道剪刀撐外,按間距12m設(shè)置剪刀撐;剪刀撐接長(zhǎng)必須用搭接,且搭接長(zhǎng)度不小于1m,轉(zhuǎn)扣不少于3個(gè)，每組剪刀撐的寬度不小于4跨，且不小于6m,斜桿與地面的夾角45°～60°感謝閱讀Crossbridgingshallbeinstalledattheendsoftransverseaxis,andeachconnectionshallbenotlessthanfourpoles.Besidescrossbridginginstalledattheendsofthelongitudinalaxis，italsoinstalledasper12mspacing.Overlapmustbeusedforcrossbridgingspreading,andoverlaplengthshallbenotlessthan1m，androtarybuttonshallbelessthanthree，andeachcross謝謝閱讀bridging’swidthshallbenotlessthanfourspansandshallbenotlessthan6m.Separationangle精品文檔放心下載betweendiagonalpoleandgroundis45°～60°。謝謝閱讀4.1。5腳手架平面布置及上下通道平面位置見附圖1。精品文檔放心下載Makethesketchfordetailplaneofscaffoldingincludingaccessway.PleaseseesketchNo.—1。感謝閱讀4.1.6腳手架搭設(shè)好后，必須經(jīng)過IPMT/CFCS/HSSE驗(yàn)收合格后方可投入使用。謝謝閱讀Aftercompletionofscaffoldingwork，itmustbeinspectedandacceptedbyIPMT/CFCS/HSSE。感謝閱讀4。2模板工程Formwork4.2.1梁、柱和墻板采用δ=18mm的膠合模，板采用組合鋼模板。φ48*3.5的標(biāo)準(zhǔn)腳手架鋼管加固.模板安裝前，應(yīng)將模板面殘留砼清理干凈、且在鋼模板上均勻涂刷隔離劑。感謝閱讀δ=18mmplywoodformshallbeusedforbeam，columnandwall,andcombinedformshallbeusedforbaseslab,andreinforcedbyφ48*3.5scaffoldsteelpipe。Formsshallbecleanedand精品文檔放心下載removetheresidualconcrete,andalsoseparantshallbepaintedonthesteelformevenlybeforeforminstallation.感謝閱讀命運(yùn)如同手中的掌紋，無論多曲折，終掌握在自己手中==============================================================謝謝閱讀你一定要堅(jiān)強(qiáng)，即使受過傷，流過淚，也能咬牙走下去。因?yàn)?，人生，就是你一個(gè)人的人生。感謝閱讀============================================================================謝謝閱讀4.2.2柱模板Columnform1）安裝順序:柱軸線投點(diǎn)、放支模線→搭設(shè)柱四周井字架→控制標(biāo)高→綁扎柱鋼筋、墻拉結(jié)筋、安放鋼筋保護(hù)層墊塊→拼裝柱模板→柱模板校正并加固精品文檔放心下載Installationsequence:markoutthecolumnaxisandformline→build“井”shaperackaroundthecolumn→controlelevation→columnrebarwork，wallbindingrebarwork,installthecushion精品文檔放心下載block→installthecolumnform→columnformadjustmentandreinforcement謝謝閱讀2）將柱軸線、標(biāo)高線復(fù)測(cè)投點(diǎn),彈出柱支模線,將柱腳支模處用1：2水泥砂漿找平,每根柱周圍搭設(shè)井字架，在井字架上抄測(cè)標(biāo)高控制線。謝謝閱讀Resurveythecolumnaxisandelevationline,andmarkoutthecolumnformline，1:2cementmortarwillbeusedtolevelingatthecolumnbottom.“井"shaperackwillbesetaroundeachcolumn,andmarkelevationcontrollineonit.感謝閱讀3)綁扎柱筋，墊保護(hù)層墊塊，安放埋件、墻拉結(jié)筋。Columnrebarsandcushionblockwork，installthesteelinsertsandwallbindingrebar。精品文檔放心下載4)經(jīng)檢查合格并辦理隱蔽檢查記錄后拼裝柱模。柱根部留設(shè)清掃口。柱與梁的模板安裝如附謝謝閱讀1所示.Columnformwillbeinstalledafterinspected&acceptedandgottheconcealedworkinspectionrecord。Cleanoutshallbesetatthebottomofcolumnbottom.DetailsofthecolumnandbeamforminstallationpleaseseeattachedsketchNo?！?.謝謝閱讀5）柱箍采用Ф48＊3。5雙鋼管背棱，柱箍間距400mm；柱底及柱頂均應(yīng)設(shè)置柱箍,柱加固圖見附圖2。用鋼管與腳手架有效連接并固定、校正。柱底部用1：2水泥砂漿堵縫防止漏漿。謝謝閱讀Ф48＊3。5doublesteelpipeheelwillbeusedforthecolumnhoop,andspacingbetweencolumnhoopis400mm.Steelpipeshallbeusedtoconnectthescaffoldandfixingandaligning。1：2cementmortarwillbeusedtosealthecolumnbottomtopreventleakage。Columnhoopshallbeinstalledatthecolumnbottomandtop，detailsaboutreinforcingpleaseseeattachedsketchNo?！?.感謝閱讀6）柱模安裝基本完畢后對(duì)斷面尺寸、軸線、標(biāo)高、垂直度等進(jìn)行全面檢查校正后再進(jìn)行固定,并將各柱井字架之間連成一體，形成穩(wěn)定整體結(jié)構(gòu)。感謝閱讀Aftercolumnforminstallation,overallinspectionandaligningshallbedoneforthecrossdimension,axis，elevationandverticality，andthenconnecteachcolumn“井”shaperackasoverallstablestructure。謝謝閱讀4.2。3梁、板模板Beamandslabform謝謝閱讀1）安裝順序：抄測(cè)量控制標(biāo)高→搭梁底模雙排架及板底滿堂腳手架→安裝梁底?！壴轰摻?、安放墊塊→安裝梁側(cè)?！Ｕ庸棠０濉囱b板底?！壴邃摻罹肺臋n放心下載Installationsequence:markoutthecontrolelevation→doublescaffoldofbeambottomformandfullscaffoldofslabbottom→beambottomforminstallation→beamrebarandcushionblockwork→beamsideforminstallation→formadjustmentandreinforcement→slabbottomforminstallation→slabrebarwork感謝閱讀2)在梁模下搭設(shè)雙排鋼管立柱承重架，鋼管立柱采用Φ48鋼管，立桿縱向間距為750mm。Polebearingrackwithdoublesteelpipeshallbebuiltunderthebeamform,Φ48steelpipewillbe謝謝閱讀usedforthepole,andlongitudinalspacingbetweenpolesis750mm。感謝閱讀3）梁高在800mm~1000mm的梁中部設(shè)對(duì)拉螺栓一道，梁高為1200mm的梁設(shè)置兩道對(duì)拉感謝閱讀命運(yùn)如同手中的掌紋，無論多曲折，終掌握在自己手中==============================================================精品文檔放心下載你一定要堅(jiān)強(qiáng)，即使受過傷，流過淚，也能咬牙走下去。因?yàn)?，人生，就是你一個(gè)人的人生。感謝閱讀============================================================================感謝閱讀螺栓。對(duì)拉條安裝方法見附圖3,在模板拆除對(duì)拉螺栓拿出后，采用微膨脹水泥砂漿封堵。精品文檔放心下載1200mm高梁模板支設(shè)計(jì)算書附后。Onesetpullboltshallbeinstalledatthemiddleofbeamwhilethebeamis800mmto1000mm，andtwosetspullboltwillbeinstalledwhiletheheightis1200mm。DetailsabouttheinstallationpleaseseeattachedsketchNo.—3。Expendedcementmortarshallbeusedforsealingafterformdismantledandpullboltsremoved。For1200mmheightbeamshallcalculatethesupportsystemandmakedetailsupport.Pleaseseeattach.謝謝閱讀4)按控制標(biāo)高安裝梁底承重水平橫桿(梁長(zhǎng)L≥4000mm時(shí)按0。2～0.3%起拱）時(shí)備雙卡,梁底模鋪放時(shí)與之固定。精品文檔放心下載Bearinghorizontalpole(whenbeamlengthL≥4000mm,following0。2％-0.3%archrising）of謝謝閱讀beambottomshallbeinstalledaccordingtocontrolelevationandpreparedoubleclamp,andfastenedwithitwhilelayingthebeambottomform。精品文檔放心下載5)綁扎梁筋，墊保護(hù)層墊塊，安放埋件、插筋、預(yù)留孔胎模等，經(jīng)檢查合格后扣梁側(cè)模。Beamsideformshallbeinstalledafterallworkinspectedandacceptedsuchasbeamrebarwork,cushionblocklaying,steelinsertsinstallation,steeldowelingandpocketmoldingbed，etc.精品文檔放心下載6)梁與柱、梁交接處用木模板制成定型模板，以保證接頭處模板平整。感謝閱讀Woodenformwillbemadeastypeformfortheconnectionwherebeamandcolumn，andbeamandbeamtoensurelevelingofconnectionform.精品文檔放心下載7）板模板采用組合鋼模，在組拼時(shí)模板縫間夾海綿條。Combinedsteelformwillbeusedforslabform,andspongestripshallbeusedfortheformjointduringmatching。謝謝閱讀4.2。4墻板模板Wallform墻板模板安裝見附圖4。在模板拆除對(duì)拉螺栓拿出后，采用微膨脹水泥砂漿封堵。謝謝閱讀WallforminstallationpleaseseeattachedsketchNo?！?.Expendedcementmortarshallbeusedforsealingafterformdismantledandpullboltsremoved.精品文檔放心下載4.2.5模板工程質(zhì)量允許偏差及檢測(cè)方法AllowableToleranceandControlMethodofFormworkQuality精品文檔放心下載混凝土結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范GB50204—2002（表4.2.6，4.2。7)精品文檔放心下載CodeforQualityAcceptanceforConcreteStructureGB50204-2002(seetable4。2。6,4.2。7）精品文檔放心下載項(xiàng)目Item 允許偏差（mm)AllowableTolerance(mm）

檢驗(yàn)方法Checkedby。截面內(nèi)尺寸DimensioninsideFormwork

+4,—5

Steelruler鋼尺檢查軸線位置Axisposition

5

水準(zhǔn)儀Levelinstrument測(cè)量工預(yù)留洞

surveyorAnchorpocket中心線位置Centerline 10 水準(zhǔn)儀Levelinstrument謝謝閱讀命運(yùn)如同手中的掌紋，無論多曲折，終掌握在自己手中==============================================================精品文檔放心下載你一定要堅(jiān)強(qiáng)，即使受過傷，流過淚，也能咬牙走下去。因?yàn)?，人生，就是你一個(gè)人的人生。感謝閱讀============================================================================感謝閱讀測(cè)量工surveyor4.2.6柱及梁側(cè)模板在混凝土澆筑48小時(shí)后拆除，澆水自然養(yǎng)護(hù)不得少于7天；梁底模板必須28天或砼強(qiáng)度達(dá)到100％方可拆除（做同條件砼試塊測(cè)試）,并澆水養(yǎng)護(hù)7天.謝謝閱讀Columnandbeamsideformswillbedismantled48hoursafterconcretecasting,andwaterycuringshallnotlessthan7days。Beambottomslabformcanbedismantledafter28daysorconcretestrengthreached100％(makeblocksampleinsamecondition）,andwatercuring7days。謝謝閱讀4。3鋼筋工程Rebarwork4.3。1所用鋼筋必須具有出廠質(zhì)量證明書，試驗(yàn)報(bào)告單，且鋼筋表面清潔，無損傷.感謝閱讀Allre—barsmusthavequalitycertificatesandtestreportswhenleavingthefactory，andkeepre-barintidyconditionandnodamage。精品文檔放心下載4。3.2所有鋼筋在進(jìn)場(chǎng)時(shí)必須按同一牌號(hào)、同一爐批號(hào)、同一規(guī)格、同一交貨狀態(tài)且重量不得大于60t為一批，任選2根分別在每根上切取拉力、冷彎試件。感謝閱讀Allre-barsshallbestoredbybrand,heatnumber，specificationseparately。Atthesametime，onegroupofsample(2pieces)every60torfractionof60tonsforeachbatchshallbesenttolaboratorytopullresistanceintensityandcoldbendingintensity.謝謝閱讀4.3.3原本材料必須分規(guī)格堆放，且掛牌標(biāo)識(shí)。鋼筋應(yīng)在預(yù)制場(chǎng)集中加工成型，分規(guī)格、型號(hào)堆放并配上鋼筋規(guī)格標(biāo)示牌。謝謝閱讀RawmaterialshouldbesepaAllre-barsshallbefabricatedintheprefabricationareaandpiledtogetherasperthespecification,typeandpiledwithtags。感謝閱讀4。3。4梁板橫向鋼筋采用搭接，在同一連接區(qū)段內(nèi)鋼筋搭接接頭面積配筋百分率應(yīng)不大于謝謝閱讀50％。Transverserebarshallbeoverlappedinpriority，inthesamesectionofoverlaparea,proportionofoverlappedrebarconnectionsshallnotbemorethan50%oftotalquantityofre-bar。感謝閱讀4.3.5柱縱向鋼筋按圖紙要求焊接連接。長(zhǎng)度必須≥要施工的柱凈高四分之一，高度要≥500，連接長(zhǎng)度≥35d。精品文檔放心下載Mechanicalconnectionwillbeadoptedforcolumnrebaraccordingtoconstructiondrawings.Connectionlengthshouldbemorethanorequaltoonequarterofthecolumnnetheight,and感謝閱讀命運(yùn)如同手中的掌紋，無論多曲折，終掌握在自己手中==============================================================謝謝閱讀你一定要堅(jiān)強(qiáng)，即使受過傷，流過淚，也能咬牙走下去。因?yàn)?，人生，就是你一個(gè)人的人生。謝謝閱讀============================================================================謝謝閱讀heightshallbemorethanorequalto500mm,andconnectionlengthshallbemorethanorequalto35d。謝謝閱讀4。3.6按圖紙要求在梁側(cè)面、柱側(cè)面鋼筋上綁扎帶插有22＃鐵絲的砂漿墊塊，在板及梁底用同砼配比的砂漿墊塊，墊塊的尺寸為40mm×40mm×40mm。感謝閱讀40mm×40mm×40mmcementblockwithembedded22＃steelwirewillbeboundonthere—barsofbeamsideandcolumnsideaccordingtotheconstructiondrawings.Cementblockshallbemadebyconcretewiththesamemixratioofconcreteexceptstone.精品文檔放心下載4。3.7板雙層鋼筋網(wǎng)片采用φ12鋼筋制作的“幾"字型馬凳支撐，馬凳間距為1000mm。感謝閱讀“幾"shapesupportmadeofφ12rebarwillbeusedfordoublerebarnetofslab，andspacing感謝閱讀betweensupportsis1000mm.感謝閱讀4。3.8鋼筋加工工程質(zhì)量允許偏差及檢測(cè)方法AllowableToleranceandControlMethodforRebarWork謝謝閱讀混凝土結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范GB50204-2002(表5。3.4)謝謝閱讀CodeforQualityAcceptanceforConcreteStructureGB50204—2002(seetable5.3。4)感謝閱讀項(xiàng)目Item 允許偏差（mm）AllowableTolerance(mm） 檢驗(yàn)方法精品文檔放心下載Check/Accept.受力鋼筋順長(zhǎng)度方向全長(zhǎng)的凈尺寸Lengthofloadbearingre-baralongstrengthdirection ±10 鋼尺檢查Steelruler感謝閱讀彎起鋼筋的彎折位置Bendinglocationofre-bar謝謝閱讀±20 鋼尺檢查Steelruler箍筋內(nèi)凈尺寸InnerDimensionofStirrupBar ±5 鋼尺檢查Steelruler感謝閱讀4.4混凝土工程ConcreteCasting精品文檔放心下載4.4。1本工程砼均采用商品砼,砼罐車運(yùn)輸,泵車澆筑。澆筑路線及泵車就位布置根據(jù)現(xiàn)場(chǎng)具體情況確定。感謝閱讀Commercialconcreteandconcretetruckandpumptruckwillbeusedforthisconstruction.Concretecastingrouteandpumptruckallocationwillbeaccordingtothesiteconditions。感謝閱讀4.4.2砼澆筑前用塑料薄膜對(duì)上部柱筋及螺栓絲扣進(jìn)行保護(hù)，防止砼污染鋼筋。感謝閱讀Priortoconcretecasting,uppercolumnrebarandanchorboltthreadshallbewrappedbyplasticsheettopreventcontaminationfromconcrete。感謝閱讀4。4.3柱和墻板砼澆筑前必須在接縫處應(yīng)事先鋪設(shè)一層與原砼成份相同的去石子砂漿50mm厚。謝謝閱讀Theremustpre—layonelayerof50mmthicknessmortar（exceptstones）whichingredientsaresamewiththeoriginalconcreteforthejointbeforecolumnandwallconcretecasting。感謝閱讀4.4。4砼振搗采用插入式振動(dòng)棒,在振搗上一層時(shí)，應(yīng)插入下層50mm，相鄰插點(diǎn)間距不超精品文檔放心下載300mm，且距離模板以100～150mm為宜;振搗應(yīng)密實(shí)，以砼表面水平不再顯著下沉、表面泛漿、不冒泡為宜，嚴(yán)禁漏振、過振。精品文檔放心下載命運(yùn)如同手中的掌紋，無論多曲折，終掌握在自己手中==============================================================感謝閱讀你一定要堅(jiān)強(qiáng)，即使受過傷，流過淚，也能咬牙走下去。因?yàn)?，人生，就是你一個(gè)人的人生。感謝閱讀============================================================================謝謝閱讀Inserttypevibratingrodwillbeadoptedforvibratingoffoundationconcrete。Whilevibratingcurrentlayer,vibratingrodshallbeinserted50mmdeepintolastlayer，anddistancebetweentwoadjacentvibratingpointsshallnotbeover300，and100-150mmshallbesuitableforthedistancefromform.Vibratingworkshallcontinuetillthatnoobvioussinkingcanbeobserved,andnobleedingandnofoamappearonthesurfaceofconcrete.Itshallbeforbiddenthattheconcreteisovervibrated，vibratingpointsarenotsufficientorvibratingtimeisnotlongenough.謝謝閱讀4。4。5施工縫留設(shè)：水平施工縫留置于板頂面.下一次砼澆筑前，人工鑿除松動(dòng)的石子20mm，清洗干凈并澆水養(yǎng)護(hù)，澆筑下一次砼前用水沖洗潤(rùn)濕.感謝閱讀Horizontalconstructionjointshallbesetatthetopoftheslab.Justbeforenextconcretecasting,looseconcreteshallbechippingoffminimum20mmmanuallyandcleaningwithwaterandwatercuring。精品文檔放心下載4。4。6砼澆筑過程中應(yīng)派專人看模板、看鋼筋，發(fā)現(xiàn)異常及時(shí)處理，待整改合格后方可繼續(xù)進(jìn)行砼澆筑。精品文檔放心下載Duringconcretecasting,specialpersonshallbeassignedtoobservethestatusofre—barandform，workshallbestoppedandcontinueafterrectificationifabnormalphenomenaappear.謝謝閱讀現(xiàn)澆結(jié)構(gòu)尺寸允許偏差及檢測(cè)方法AllowableToleranceandControlMethodofcastingstructure精品文檔放心下載混凝土結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范GB50204—2002(表8.32-1）感謝閱讀CodeforQualityAcceptanceforConcreteStructureGB50204—2002(seetable8.32—1）感謝閱讀項(xiàng)目Item 允許偏差(mm）AllowableTolerance（mm） 檢驗(yàn)方法Check/Accept。謝謝閱讀軸線位置Axisposition 8 水準(zhǔn)儀Levelinstrument感謝閱讀測(cè)量工surveyor平面外形尺寸Concretesurfacesize謝謝閱讀±5 鋼尺檢查Steelruler

by標(biāo)高Elevation 層高Layerheight全高Fullheight ±20垂直度

±5

水準(zhǔn)儀LevelinstrumentVerticality 層高Layerheight ≤5m 8 經(jīng)緯儀Theodolite感謝閱讀﹥5m 10 經(jīng)緯儀Theodolite全高 H/1000且≤30 經(jīng)緯儀Theodolite精品文檔放心下載預(yù)埋設(shè)施中心線位 Centerlinepositionofembeddedfacilities 預(yù)埋件精品文檔放心下載parts 6 水準(zhǔn)儀Levelinstrument精品文檔放心下載

Embedded測(cè)量工surveyor安全與環(huán)境保護(hù)施工措施HSEJHADetailspleaseseeattachedJHA.感謝閱讀6.勞動(dòng)力計(jì)劃ManpowerMob.Plan謝謝閱讀序號(hào)命運(yùn)如同手中的掌紋，無論多曲折，終掌握在自己手中==============================================================謝謝閱讀你一定要堅(jiān)強(qiáng)，即使受過傷，流過淚，也能咬牙走下去。因?yàn)椋松?，就是你一個(gè)人的人生。精品文檔放心下載==============