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1、目录一、工程概况2二、施工部署3三、技术准备4四、材料准备4五、施工现场要求5六、外协工作要求7七、混凝土搅拌7八、混凝土浇捣8九、大体积混凝土的养护10十、底板混凝土的温度监测11十一、施工组织12十二、安全文明生产措施12十三、附图及附表13andmasonryonthecorneroffice,inprinciple.Staggered,two-storeybrickverticalseamson25mm.Halfabrickusedseparately.(3)infrontofthewall,firstinstallcoun
2、ting,countingpolesmarkthebrickthicknessofmortarjointthickness,doorandwindowelements,suchasdeepposition,countingpolesstandonthecorner.Statelevelwhencopyingflat,floorelevationsinleatherbardesignelevationposition.(4)whenbricksfirstalignment,masonrybricksaccordingtoguideli
3、nes.Apartfromhalfabrickwall,anddouble,tobettercontrolthewallflatness.(5)whenbuilt,the"31"masonrymethod,thatis,"anashshovel,brick,kneadandknead"methodofoperation.Verticalrollmethodisused.Verticalseamsofthemortarasfullaspossible,ventilationarenotallowed.Brickwallsofhoriz
4、ontalmortarjointthicknessandverticalmortarjointwidthcontrolinthe8~12mmrange.Horizontalmortarjointmortarfullsizemustbegreaterthan80%.(6)fromcornerorpositioningatbegan,bothinsideandoutsidewallwhilemasonry,aspectwallstaggeredtakereceived;outsidewallcorneratisstrictlyprohi
5、bitedleftstraightrub,shouldbefromtwoaaspectswhilemasonry;wallbodytemporarycontinuousatshouldmasonryintoobliqueCha,obliqueChalengthnotshouldislessthanheightof2/3(Generalbyastepscaffoldingheightcontrol);asleftobliqueChahasdifficult,exceptwallcorneratandtheseismicfortific
6、ationarea,wallbodytemporarycontinuousatnotshouldleftstraightChaoutside,canfromwallsurfaceout200mmmasonryintoyinandYangCha,andalongwallhigheachthreeskinblock(600mm),Atiebarorsteelmesh.Chasiteshouldbedeferredtothejambs.(7)thebrickwallsandcolumnsper50cmsettingφ6thruwallsh
7、ouldertiebar,halfbrickwallsmustbesetone,andatleastnotlessthan2,extendingintothebrickwallnotlessthan1M.(8)topsurfaceofcontactwiththeupperbeamoftheframefill,usingbrickskewtunneljam.(9)thewidthislessthan1Mwindowwall,usewholebricks.(10)reserveconstructionofholeinthewallwid
8、thislessthan1M,andalongtheheightφ6@500allow2tiebar.8.6measures(1)strictlyaccordingtothenational,industry...Pressurepi
