公寓楼毕业设计作品（完整版）(文档可以直接使用，也可根据实际需要修改使用,可编辑欢迎下载）中文摘要本工程为广西大学行建文理学院学生公寓楼工程，采用框架结构，主体为七层，本地区抗震设防烈度为六度第一组，场地类别为II类场地。基本风压为0.35KN/mm2。楼﹑屋盖均采用现浇钢筋混凝土结构。本次毕业设计中，第一部分设计是结构部分的设计，在这部分设计中，首先进行的是结构选型,根据各结构体系的优缺点，及本工程的实际情况，在符合经济的条件下，采用钢筋混凝土框架结构体系。其次进行结构平面布置，根据荷载情况，在满足结构受力合理，荷载传递简捷、梁宜拉通，避免凌乱，及满足建筑要求和方便施工等原则下，进行纵、横向梁布置，并根据规范和经验公式，进行主次梁截面初步估算。手算第九轴框架上的荷载，用Pk计算其框架结构计算配筋施工1StudentapartmentsAbstractTheprojectisanapartmentbuildingforxingjiancollegeinGuangxiUniversity.Itadoptsframeworkstructurewithseven-storesbuildingasitsmainbody.Seismicfortificationintensityoftheareaissix-timeGroup1anditsvenuescategoryisthesecondvenue.Thebasicwindpressureis0.35KN/mm2.Buildingandroofadoptcast-in-placereinforcedconcretestructure.Thefirstpartinthegraduationdesignisthestructure.Inthedesignofthepart,wefirstdoselectionofstructureandthenundereconomy-permittedconditionadoptreinforcedconcreteframeworkstructuralsystemaccordingtoadvantagesanddisadvantagesofeverystructuralsystemandactualsituationoftheproject.Second,wesetupplanestructure.Accordingtoloadandintheprinciplesofsatisfyingreasonableforcestructure,simpleloadtransfer,easybeampullandavoidingdisorderandsatisfyingconstructiondemandsandfacilitatingconstruction,wesetuplongitudinalandhorizontalbeamandhavepreliminaryestimatesaboutprimaryandsecondarybeamssectionaccordingtonormsandempiricalformula.Theloadofnine-floorframeisdonebyhand,andthenine-floorframeiscomputedandreinforcedbyPK.IbuiltawholebuidingmodelwithPMCAD,thentocounteitwithSATWE.Inthedesignprocess,wealsoadoptTarchandAutoCADsoftwareasanauxiliriary.ThesecondpartMailybeconstrution:Carryonamountofengineeringcovariancetoconstrutiondesigndo,completeengineerquantitydetailedlist,andtoconstrutetheprojectdoachoiceofreasonableandcompletethedrawoftheplanandconstructionplanechartoftheconstrutionprogressofthewholeengineering.Intheentiredesigning,wekeeptothedemandsofrelatedprofessionalnormsstrictlyandrefertorelatedmaterialsandlatest2nationalstandardnormsandgivevariouslinksofthedesigncomprehens