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TECHNICALSPECIFICATIONSFORCONSTRUCTIONQUALITYOFBUILDINGGRADE&FOUNDATIONSkeypointSofqualitycontrolBasicconstructionconditionsofbuildingfoundationsGeotechnicalexplorationdataofrockandearthengineering.Thedesigndocumentandothertechnicaldocumentsareavailable,theconstructiondrawingshavebeenjointlycheckedup,thenecessarytechnicaldeliveryandtraininghavebeenaccomplished.EarthworkGeneralrequirement:Balancecalculationonexcavatingandfillingshouldbeaccomplishedbeforeearthworkconstruction,consideringminimumtransportingdistance,reasonabletransportingpathandreasonableconstructionprocedureandotherfactorssynthetically,properlyallocatetheearthwork,reducerepeatedexcavationandtransportation.GrounddrainageanddewateringshouldbedonebeforeexcavationThegradientofthesitesurfaceshouldbeinaccordancewithdesigningrequirement,ifwithoutspecificrequirement,thegradientofdrainagedirectionshouldnotbelessthan2‰.Thesitesurfaceshouldbecheckedperpoint.Setonecheckingpointevery100~400m2,andcheckpointsshouldnotbelessthan10points;set1pointevery20matlength,widthandedgeslope,notlessthan1pointeachside.Theplanposition,levelelevationandsideslopegradeshouldbemeasuredoftenduringearthworkconstruction.Reliableprotectingmeasurementshouldbeappliedtoplan-controlpilingandlevel-controlpoint,andcheckorreviewshouldbedoneperiodically.Soilshouldn’tbeplacedattheedgeoffoundationpit.Excavationofsoil:Beforeexcavation,setting-out,drainageanddewateringshouldbechecked,andtransportingroadofvehiclesanddumpareaofsoilshouldbearrangedreasonably.Theconstructionscheme,environmentprotectingmeasurementandsupervisionschemeshouldbeworkedoutaccordingtoexcavatingdepth,geologicalconditions,constructionmethod,environment,projectperiod,climateandgroundloadingandotherinformation,andtheexcavationoffoundationpit(groove)andundergroundpipingtrenchshouldapprovedbygeneralcontractorbeforeexcavation.Checkplanposition,horizontalelevation,gradeofsideslope,compactness,,drainage,dewateringsystemduringconstruction,andobserveenvironmentalchangesfromtimetotime.Sideslopevalueoftemporaryearthworkexcavationshouldbeinaccordancewiththerequirementofthefollowingtable1:Table1Sideslopevalueoftemporaryearthworkexcavation且Sorto崖fsoil蝇Sides朋lopev当alue(债Height逐:widt收h)岭Sandy傻soil暂(noti络ncludi钥ngfin伪esand僚andp动owder矩sand)晚1痕:妄1.25~翼1泼:升1.5美Common旧clay违Hard尝1贪:姓0.75~察1狸:支1.00搁Hard,霸plasti仁city黄1稀:话1.00~锁1怎:高1.25斩Soft市1疯:女1.50o叉reven偿soft探Gravel裹Fillin帅grigi清d,har弹dplas残ticcl贺ay沾1扔:扛0.50~版1膨:会1.00壁Fillin屠gsand幼ysoil雄1卸:圾1.00~枯1章:书1.50万Notes:办1.In据accor尸dance滑withd迟esign晕requir倍ement垒whent剂herei舌sany.防2.If甘apply券water-满decrea秩seor夜other绞reinfo判rces涨measu制rement辣,the菠limit丸ofthi旋stabl委ecoul你dben喷ot渣applie永d,饲butc部alcula屑tedto星check轧must或bedon必e.蹲3.The涨excav义ation幻depth瓜should狐n胆’掩texce葱ed灵4m幻fors以oftso控iland僵茅8m脏forh界arder扣soil.Thequalityinspectionstandardofearthworkexcavationshouldbeinaccordancewithrequirementoffollowingtable2:皂Table灭2The面qualit耻yinsp艇ection慕stand智ardof南earth柳worke蹄xcavat搁ion(m籍m)痰Sort支No.艇Item皆Permit牧tedto碧leranc缺e保Testin炊gmeth忠od挡Column竿Found乘ation显Founda泄tionp娱it咽Founda榜tiong音roove梨Trima通ndof纵theex热cavati温onsit促e岗Pipe

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