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1、某临街框架商住楼结构设计109目录第一节结构布置及计算简图．．．．．．．．．．．．．．．．．．．．．．．．．．．．2第二节荷载统计．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．8第三节迭代法计算竖向荷载作用下的结构内力．．．．．．．．．．．20第四节水平荷载计算．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．351.水平风荷载的内力计算．．．．．．．．．．．．．．．．．．．．．．．．．．352.地震荷载的计算．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．43第四节内力计算．．．
2、．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．57第六节构件截面设计．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．741、框架梁截面设计．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．742、框架柱截面设计．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．81第七节基础设计．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．100附：设计心得．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．105致谢．．．．．．．．．．．．．
3、．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．107结构设计dslopetofacilitateemptying.(1)duringtheexcavationprocess,feelfreetocheckthestatusofsideslope,verticaldigdepthisgreaterthan1.5M,accordingtothechangesofsoil,excavation(Groove)ortrenchsupportpreparation,topreventcollapse.(2)excavation(Groov
4、e)andwhenthetrenchshouldnotdigtothedesignheightofthefollowing,ifnotexactlydiggingbaseelevationistodesign,persistenceofelevationabovealayerofsoilisnotdug,tocopyafterpingdugoutbyhand.(3)mechanicalconstructiondigintotheEarth,diggingmanualatanytime,andtrolleystotransportEarthmach
5、inerytodigtheplace,soastousethemachineryofcherry-picking.5,trimming...(1)soilexcavationonarainyday,theirworkshouldnotbetoolarge,shouldbedonepiecemeal,bystaging.(2)therainatthetimeofconstructionintheexcavationandearth-movingrequiredgreatattentiontoslopestability.Ifnecessary,th
6、eappropriateslowslope,orbraces,whileinthepits(Groove)outsidesurroundedbyEarthenbermsordiggingditches,preventsurfacewaterfromentering.Alwayscheckontheslope,support,anembankment,identifyproblemsanddealwith.II,backfillEngineering(a)constructionpreparationresearchfieldsiteformati
7、on,earthfillconstructionplan,determinethefillline,order,range,slope,drainagelevels,andsoon.1,theengineeringaccordingtothecharacteristicsofspecies,densityofthefillquantityrequirements,constructionsiteconditionsofreasonablefillsoilmoisturecontrol,virtualshopandcompactionparamet
8、ers,suchasnumber.2,undergroundandabove-groundpipelinesshouldbefoundo
