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1、安全设施计算软件(2015)PKPM软件出品梁模板扣件钢管支撑架计算书依据规范:《建筑施工扣件式钢管脚手架安全技术规范》JGJ130-2011《建筑施工模板安全技术规范》JGJ162-2008《建筑结构荷载规范》GB50009-2012《钢结构设计规范》GB50017-2003《混凝土结构设计规范》GB50010-2010《建筑地基基础设计规范》GB50007-2011《建筑施工木脚手架安全技术规范》JGJ164-2008计算参数:钢管强度为205.0N/mm2，钢管强度折减系数取1.00。模板支架搭设高度为8.0m，梁截面B×D=500mm×1800mm，
2、立杆的纵距(跨度方向)l=0.45m，立杆的步距h=1.50m，梁底增加3道承重立杆。面板厚度13mm，剪切强度1.4N/mm2，抗弯强度15.0N/mm2，弹性模量6000.0N/mm2。内龙骨采用40×80mm木方。木方剪切强度1.3N/mm2，抗弯强度15.0N/mm2，弹性模量9000.0N/mm2。梁两侧立杆间距1.10m。梁底按照均匀布置承重杆5根计算。模板自重0.50kN/m2，混凝土钢筋自重25.50kN/m3。倾倒混凝土荷载标准值2.00kN/m2，施工均布荷载标准值0.00kN/m2。梁两侧的楼板厚度0.12m，梁两侧的楼板计算长度0.5
3、0m。扣件计算折减系数取1.00。ofrelativehumidity'snotover65%,Yuintoandthelayershomesrequirements55~65%:topreventhumidityhadbig.alsomusthasenoughofventilationvolume,builtcementground,don'tinlow-lyingatbuiltsheds,,(4)sufficientofSunirradiation:thismainonopensheds,.SufficientofSunirradiation,espec
4、iallywintercanmakesshedswarm,anddryanderadicationdiseaseoriginalmicrobial,jso,usingnaturallightingofshedsfirsttoselectgoodshedsofazimuth,towardsSouthsunnybetter?second,Windowsofareasizealsotoappropriate,specieswithshedsWindowsandgroundareaofthanto1:5better,meatwithshedsisrelativesm
5、allsome:closedtypeshedstogivesstrengthrightofartificiallighting,asdegreeslowernotconducivetochickengroupofproducedegg.asdegreespartialhighbothwastepowerandeasycausedsuckingfetishofoccurred.Henactivitiestakeplaceinsidethehenschicksandlayinghensilluminanceof10luxand5~10,respectively.
6、(5)therightdensity:stockingdensityisdirectlyrelatedtothehealth,growth,developmentandperformance.Densityistoolittleequipmentinvestmentincreasedstockingdensityreducedweightgain,increasedeggmortalityoftheGeneralAssembly.Therefore,thechickenareamustbeconsistentwiththecapacityofappropri
7、atedensity.(6)fordisinfectionandepidemicprevention:inordertoimprovethesterilizationeffectofwallsurfacetobesmooth,theremustbeconcreteandDado.hen-housepopulationshouldbeequippedwithdisinfectionofpools:mechanicalscrapingmanureshedsitsoutwardoftheguttershouldbeplacedinthe安全设施计算软件(2015)
8、PKPM软件出品图1梁模板支撑架立面简图按照模板规范
