摘要在本文中，笔者综合运用大学所学，根据任务书要求进行了现浇钢筋混凝土框架结构宿舍楼的建筑设计及结构设计。本毕业设计题目为“大连理工大学本科生宿舍楼设计”。本工程所在地为大连（甘井子区），地震设防烈度为7度（0.10g），设计地震分组为第二组。建筑场地类别属于Ⅱ类，冻深0.7m。宿舍楼为钢筋混凝土框架结构体系，不上人屋顶，总建筑面积约5609.52m2。结构总层数为六层，首层层高3.6m，标准层层高均为3.3m，室内外高差0.450m，建筑总高度为20.7m，设计使用年限50年。关键词：框架结构；结构设计；地震作用；内力计算；内力组合DesignfordormitoryofDalianUniversityofTechnologyAbstractInthisarticle,IcomprehensiveduseofwhatIlearnintheuniversityandcarriedoutthecast-in-placereinforcedconcreteframestructuredormitorybuildingdesignandstructuraldesign，accordingtotherequirementsofthemission.ThegraduationdesigntopicisDesignfordormitoryofDalianUniversityofTechnology.TheprojectislocatedinDalian(GanjingziDistrict).Theseismicfortificationintensityis7degrees，andtheearthquakegroupisthesecondgroup.TheconstructionsitecategorybelongstoclassⅡ,thefrozendeepis0.7m.Thedormitoryisreinforcedconcreteframestructuresystem,notontheroof,andthetotalconstructionareaoisabout5609.52m2.Thetotalnumberoflayersissix，firstlayeris3.6mhigh，standardlayeris3.3mhigh，andtheheightbetweenindoorandoutdooris0.450m.Thetotalheightofthebuildingis20.7m，andthedesignusingageis50years.KeyWords：FrameStructure;StructureDesign;SeismicAction;Internalforcecalculation；Internalforcecombination目录摘要..............................................................2Abstract..............................................................3引言..............................................................61建筑设计说明.........................................................71.1设计任务书.....................................................71.2设计依据.......................................................71.3各部分结构构造.................................................71.4防火设计.......................................................91.5基本要求......................................................102结构设计论述.......................................................102.1气象条件......................................................102.2地质条件......................................................102.3地震设防烈度..................................................102.4材料选用......................................................102.5结构体系......................................................102.6施工方式......................................................113框架设计...........................................................114荷载统计...........................................................145多遇地震水平作用计算................................................186风荷载计算..........................................................237竖向荷载作用下横向框架的内力计算....................................258内力组合............................................................339构件截面设计及配筋计算..............................................429.1梁截面设计....................................................429.2柱截面设计....................................................4610楼梯设计...........................................................4810.1楼梯板设计...................................................4810.2平台板设计....................................
