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1、withfull-timeexperimentapersonnel,beresponsibleforAllexaminationsintheconstructionprocessandcalculateawork.Theexaminationcalculatesinstrumentequipmentscentralizedmanagement,andhardworkwellamaintenance,Maintain,periodicalcheck.6.3.6Thestrictpairofmaterialqualitycloses.Inadditiont
2、oreinforcingbar,cement,brick,waterproofmaterialetc.hastoincludeafactoryqualifiedcertificateorthequalityprotectBook;Materials,suchassteelmaterial,cementandbrick...etc.havetopresstorequesttocarryontotwotimessendtokindtoexperiment,examiningthequalifiedrearcanuse.SandThestonequality
3、hastomeetanormrequestandforbidtouseanunqualifiedsand,stone.6.3.7Reserveboreandpreparetocoveruppieceatunderconstructionhavetopressthedesigntorequesttodetaintopreparetocoverup,cannotleaveout.6.3.8Havetocomparetorequesttomixtomakeconcrete,sandsyrupaccordingtothenormandthematch,star
4、tconstructionaccuratecalculate,strictlycontrolwaterTheashcompares.Itisstricttoaskforcreatingconcrete,sandsyruptotryapieceaccordingtothenorm.6.3.9SprinkleaDaoconcretefront,shouldtothestalkline,elevation,template,propup,reinforcingbaretc.carryonaqualitycheck,qualifiedTherearcansta
5、rtsprinklingtobuild.6.3.10Returningtofillsoilhavetothelayeringisoncepopularsolid,returntofillsoilthicknessinthe20cms~the30cmisorso,andshouldcarryonatimeFillanairtightsoliddegreeofsoilexamination.6.3.11Sprinkleproperuseatfirstandstrached(withtheconcretematchwithratiogotostoneofsa
6、ndsyrup)firstjointbeforebuildingnewconcrete,thethicknessshouldnotbesuperLead50mms.6.3.12Windowsill,andtoilet...etc.requesttopresstorequesttostayaslopethegroundoftheplaceofflowingwaterslope,andnoticetoflowWaterdirection.6.3.13TheconcreteflapsDaoshouldairtightsolid,cannotleaktofla
7、p,avoidappearingthebeehivehempnoodlesphenomenon,sprinkleDaooverconcreteshouldThereisspeciallyassignedthatprotect,protectingtimedoesn'tshouldbelessthana7ds,thewaterproofconcreteprotectstobenolessthan14ds.6.3.14Itisstricttorequesttodetainaconstructiontosewaccordingtothenorm,ensure
8、structureengineeringquality.6.3.15Carvetobuilds
