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1、stepshape,controlofstepsize,setasideadecorationproject,torunupanddownthestairsthesamefaçadesteppingangle.4.4reversetriangularplateisintheMiddlebench,reinforcementtimesideboards.Reversetriangularplatesconsistofanumberoftriangularpiecesofwoodnailedtothewood,andtwotriangularwoodblocks
2、highandwideoftherightangleequaltosteponaside,timbersectionfor50mmx100mmandthirdcornerBoardwithbenchsupportcross-ridgedfixedbetweenthesideplates.4.4(1)expansionjointstemplatesupportset:firstsupportgoodexpansionjointssideofwalltemplate(wallsidesareformultilayerBoard),stayitsconcretep
3、ouringHou,willitstemplatedemolition,againsupportanothersidewalltemplate,butthiswallbyexpansionjointssidewith200thickhigh-densitysqueezeplasticpolybenzeneBoardfortemplate,anothersideformultilayerBoard,expansionjointsNorth-SouthStatesurfacethewith200x200thickmultilayerBoardboxforacro
4、ssdie,tocontrolexpansionjointsofupperandlowerverticaldegrees.4.4(2)treatmentofconstructionjoints:thisconstructionisnottheprincipleofconstructionjoints,suchasconstructionjoints,subjecttothefollowingrequirements:constructionjointinbeamandplatewithsteelmeshorwood-modeblocked.Attention
5、totheretentionofconstructionjointsmustbeperpendiculartotheaxisofthebeamandplate,shallremainobliqueCha.Beforethenextconcretepouring,constructionjointsofconcreteshouldbecuttinghair,andloosestonesshouldbeleftfloatingpulp,waterandmoist.5constructionconsiderations5.1templateinstallation
6、,upperandlowercolumnformworksystemshouldbeinstalledonthesameverticalline.5.2templatesoneachfloorafterinstallation,shouldreleaseagentbrushtemplate.5.3forthejointsisgreaterthan2mm,pastethecracktape.5.4nohardhitwhenstrippingpry,topreventdamagetothetemplateandthepouringofconcrete.6qual
7、itystandardforreachedconcreteofstandard,weaccordingtoconcretestructureengineeringconstructionqualityacceptancestandard(GB50204-2002)developedhasinternalcontrolstandard,asXiabyshows:concretequalityinternalcontrolstandardprojectallowsdeviationnationalstandardsinternalcontrolstandarda
8、xislocation53endofdieShang
