英文及翻译土木基础筏板及基础梁分项工程施工方案 精品文档格式.docx
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英文及翻译土木基础筏板及基础梁分项工程施工方案 精品文档格式.docx
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L"
form,raftplankthick550mms,thewidth22.16ms,thingtothelength44.36ms,thesouthisnortherntowardthelength82.78ms.Thefoundationbeamcutsthenoodlessizeas400×
s600mms.TheMaomarksthenumberasC25,thetotalsquaremeasuresforthe1310ms3,thereinforcingbarusedmeasures150Ts.At16-18stalkclosesto18andstaysandhasa1mthebreadthofrun-throughaftersprinkleandtake,aftersprinkleandtakeMaoandneedcorpuscompletionofworkempressthensprinkleandbuild.
2,Startconstructiondeploymentandmainconstructionproject:
Templateengineeringtheworkloadissmall,startconstructionsimple,sotakenoaccountofdividingthelineaconstructionsegment,wholeisaconstructionsegment;
ReinforcingbarandMaosprinkletobuildengineering,hereaftersprinkletotaketoisdividedintotwoconstructionsegmentsforboundary,organizeasimpleflowingwaterconstruction.Thereinforcingbarengineeringstartsconstructionfirst1-16stalks(Isegment),sprinkletobuildMaoaftercheck,concealedexaminationacceptedqualified.AtsprinkletobuildaMaotocontinueatthesametimecolligation18-58stalks(IIsegment)reinforcingbar,sprinkletobuildaMaoinarowaftercheck,concealedexaminationacceptedqualified.(TheIsegmentMaomeasuresaboutisa660ms3,IIsegmentMaoaboutisa650ms3).Mainconstructionmethodisasfollows:
1.Templateengineering
(1)Templateadoptionalreadysetcombinationsteeltemplate,theUtypewreathlinks.Matlevelaftercleaningoff,firstthecentsegmentputstogethertopack,thetemplateputstogethertobrushagoodinsulationfirstbeforepacking.(Theinsulationmainlyusesanengineoil).Themainspecificationofoutercirclesidetemplateis1500×
s300mmses,1200×
s300mmses,900×
s300mmsesand600×
ses300mms.ThetemplatepropsupontheMaomatlayeroflowerpart,thelevelpropsuptopaywiththeshortpillar,andwoodXie...etc.ofsteelpipeandcirclewoodatonallsidestheradiclepitsidewallup.Thefoundationbeamupperpartcomparesthe50mmsidemoldofraftplanknoodleshightoputtogethertopackwiththe100mmbreadthcombinationsteeltemplateandusewireNingtight,inthecenterpropupwithmatpieceorreinforcingbarheadtopromisethepieceofbeamnoodlessize.Thetemplatesidefluentlykeepspullingwiresalittlebitjust,stalkline,cutnoodlessizeaccordingtomatlayerupofplayalinecheckmorepositive.ThetemplateafterreinforcingtheexaminationcompletionusesalevelinstrumenttosettleanelevationandflickMaoopenonthetemplatenoodlestopsurfaceevenline.BecontrolthebasisofMaoelevation.
(2)Inordertodismantletheproppingupoftemplatetube,andwoodXie...etc.firstthesequenceofmold,looseconjunctionpiece,thendismantletemplate,cleanup,theclassificationreturnsaheap.DismantlebeforethemoldMaotowanttoattaincertainstrength,promisedon'
tdamagesharpanglewhiledismantlingamold.
2.Reinforcingbarengineering
(1)Reinforcingbar'
spressingthemodelnumber,specificationclassificationtoaddamatwoodispiledandoveralyplasticstoorganizeadefencerainsnow.
(2)ThedishIclassreinforcingbaradoptsacoldmethodforpullingtoadjusttokeep,coldpullaratecontrolat4%in.
(3)Forbesubjectedtodintreinforcingbar,theIclassreinforcingbarbitterend(includetousedtotheIclassreinforcingbarofdistributingthereinforcingbar)does180degreescurvedhook,curvedthediameterinsidetheHubenosmallerthana2.5ds,thestraightandevensegmentlengthofcurvedempressisnosmallerthan3ds.TheIIclassreinforcingbarisdesigntorequestthatwhendoing90degreesor135degreesiscurvedtohookbendthediameterinsidetheHubenosmallerthan5ds.Fordon'
tweldtocloseJinbitterendtomake135degreescurvedhook,benddiameterinsidetheHuinadditiontobeingnosmallerthana2.5dsstilldon'
tshouldbesmallerthantobesubjectedtothedintZongJindiameterinsidethehooppath,thestraightandevensegmentlengthofcurvedempressisnosmallerthan10ds.
(4)Beforereinforcingbarcolligationstartsconstruction,establishintheradiclepitcamiGaoaboutthesimplewarmPengwith4mswithcoverrainsnowandkeepradiclepitairtemperature,avoidamatlayerMaosufferingjellytoharminthereinforcingbarcolligationperiod.Signpillartouseф50steelpipes,isapartfromforthe3.0ms,thecopingmaneuverstowardtheevenpoleisrespectively?
50steelpipes,thetubemeshsizeconstitutingis1.5×
s1.5mses,itstopspreadswoodenboard,squaresteelpipeetc.,replycolourfulonthewoodenboardcloth,thenfullspreadgrassLian.IlluminatetouseacommonincandescentlampbubbleinsidethePeng,establishatworowsandtobeapartfrom5ms.
(5)ThecolligationprocessoffoundationbeamandraftplankJin:
Playline→lengthwaysbeamJincolligation,takeseat→raftplanklengthwaysbottomlayerJindecoration→horizontalbeamJincolligation,takeseat→raftplankhorizontalbottomlayerJindecoration→theraftplankbottomlayernetslicecolligation→propupMaDengJintosetout→raftplankhorizontalupperlevelJindecoration→raftplanklengthwaysupperlevelJindecoration→theraftplankupperlevelnetslicecolligation.Maketocheckcompletelytothetemplateandbasicbeforethereinforcingbarcolligation,,themiscellaneousarticlesorobjectsinthehomeworknoodles,floatsoil,andsawdust...etc.shouldcleanoff.ReinforcingbarnetslicetheJinusedthecolorofdifferingfromthestalklineandtemplatelinewhileplayingpositionlineisopenedwithdistinction.BeamphysiquecolligationusesimpleMaDengtomakeasupport.Concretelyholdastepfor:
PresstocomputeagoodamounttoputhoopJin→wearalordJin→paintingthehoopJinpositionline→colligationframework→withdrawasupporttotakeseatframework.TheframeworkupperpartZongJinandhoopJinarepropertobuttonupcolligationwiththeset,thecolligationshouldbefirmandgoodenough,theframeworkdoesn'
ttakeplacetotilttooneside,loosemove.ManeuvertheprotectionlayeroftheJinandtheraftplankbottomlayerJinthatisex-andwantsgoodbeamofmattowardthebeamphysique'
stakingseatmatpiece,theamounthastobeenough.Theraftplanknetsliceadoptionhoroscopebuttonsupcolligationandmutuallyhandsovertoorderallcolligations,closetogetherhandoverthecolligationofpointofsquaremutuallynotproperhomology.TopandbottomlayerthenetsliceinthecenteruseMaDengJintopropupandpromisetheupperlevelnetaslicethepositionisaccurate,thecolligationisfirm,havenoloosemove.
(6)ThereinforcingbardealswithcontactaformandissubjectedtodintJinanddistributesaJinadoptioninsidetheraftplankcolligationtotaketoanswerandtaketoconnectpositionandtaketoconnectlengthtorequestaccordingtothedesign.ThefoundationtheZongJinadoptiononeside(istwo-sided)takestoconnecttogiveorgetanelectricshockHuHanandweldstodealwithcontactpositionandHantosewlengthtopressdesignandnormrequestandweldtotrythepiecerequeststodetainaccordingtothenorm,experiment.
2.Maoengineering
(1)Adoptionthespotthemachinemixblend,theMaotransportpumptopumptosendofproject.Considerthewinterexpectstostartconstruction,andwanttheinfluencethatcaneffectivelykeepcontinuoussnowfallfromsprinklingtotheMaotobuildaconstruction,theMaowinterexpectstostartconstructiontoadoptcomprehensiveXutobehot,theMaoChaninaddition,assisttostartconstructionwiththewarmPengamethod.
(2)?
Matchwithratiooftrytogotogetherwithtopresstherequestthatthepumpsends,collapsetofalladegreetoattaina150-180mms,thecementchoosessourbrinemireofcommonHuo32.5numbers,sandismediumsand,thepebbleisa5-25mmgrainpathcrushedstones,theinadditionchoosesaMaopumptosendantifreeze,earlystrongreducewateroftype.Mixtomatchwaterastapwater.TheMaomakessureaftermatchingwiththeratiofromthespottheoriginalmaterialsamplingsendtolaboratorytotrytogotogetherwiththatthespotstartsconstructionagainaccordingtomeasurementofthethickthinboneanticipatestophysicallycontainamountofwaterandgoestogetherwithtothelaboratorythanthelisttomaketoadjust.
(3)ThesequencesprinklingtobuildistosprinklefirsttobuildanIsegment,sprinkletobuildanIIsegmentbehind.SprinkletheconstructionbuildingaMaotoflytoisfirstturnedintoagainfromtheA30stalkses16totheA1stalksprinkletotakeasidebehind;
SprinkletheconstructionbuildingaMaotoflytosprinkletotakeasideafter58-18.
(4)SprinkleshouldattainbeforetheMao:
①Thereinforcingbarhasalreadyfinishedmakingaconcealedexaminationtoacceptandmeetsadesignrequest.
②TheMaotransportsapumptubethesupporthavealreadytakentoestablishcompletion,supportfirmcredibility,andpromisethatthepumptubethatpropuppieceanditstopdoesn'
tpressreinforcingbarandtemplate.Support'
sproppingupatubepieceshouldindependentlyestablish,notabilityandtemplatesupportorsteelpipeconjunction.
③TheMaomixerburdentriesanoperationasusual.
④TheMaotransportsapumptoadjusttotrytocompleteandfillwithwatertotrytopressasusual,pumpatubehavebeenalreadylinked,sealcompletelyintact.
⑤Calculatetoolsuchasscale,ands
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