土木1005班某某(南京玄武宾馆设计五层)

西安欧亚学院本科毕业论文（设计）题目：南京玄武宾馆设计学生姓名：白会刚指导教师：唐臣有所在分院：建筑工程学院专业：土木工程班级：1005二Ｏ一四年五月摘要本设计一共分为三个部分:方案论述、建筑设计、结构设计。方案论述包括了方案选型建筑方案设计论述及结构方案设计论述。建筑设计包括了建筑方案选型，其建筑平面布局立面布局及建筑施工图的绘制。结构设计是本设计的最主要部分。结构设计主要设计了结构方案中DA轴代表性框架的荷载计算、内力分析组合、构件配筋计算，包括了DA轴代表性框架梁板柱的荷载计算内力组合，配筋，及抗震设计等等。在确定框架的布局之后，首先进行结构分析，确定了结构计算单元并进行了竖向荷载值的计算及地震、风荷载的计算，之后利用D值法求解出荷载作用下的结构的内力，并绘制弯矩图、轴力图、剪力图，找出对设计内力分析最不利一组或者几组内力组合，最终选取最不安全的内力分析结果计算配筋并且绘制配筋图包括梁板柱、楼梯、女儿墙、地基等等的配筋。此外还进行设计了柱下独立基础及楼梯楼板等构件的设计。关键词：宾馆建筑；结构设计；框架；内力计算；抗震设计；构件配筋AbstractThedesignofatotalofthreeparts:programdiscussed,architecturaldesign,structuraldesign.Solutionsdiscussedincludethearchitecturaldesignandstructuraldesigndiscoursediscourse.Architecturaldesignincludesadrawingprogramandconstructiondrawingsarchitectural,structuraldesignisthemostimportantpartofthedesign.Structuraldesignofthemainstructureoftheprogramisdesignedaxialloadcalculationsrepresentativeframework,internalstressanalysisandportfoliomemberreinforcementcalculationandseismicdesignandsoon.Afterdeterminingthelayoutoftheframe,thefirstverticalloadcalculationsandseismicvalues,calculatedwindloads,solvedthestructureunderloadinternalforces(bending,axialforce,shear)afterusevaluemethod,toidentifythemostagrouporseveralgroupsofunfavorablecombinationofinternalforces,andultimatelyselectthemostinsecurecalculatedresultsreinforcementanddrawing.Inaddition,anindependentfoundationdesignanddesignelementssuchasstairsfloornextcolumn.Keywords:hotelconstruction;structuraldesign;framework;internalforcescalculation;seismicdesign;ComponentreinforcementI目录1设计资料...........................................................................................................................12结构选型与布置.............................................................................................................22.1结构选型.....................................................................................................................22.2建筑布置.....................................................................................................................23结构计算简图及梁柱线刚度计算...................................................................................33.1梁柱截面尺寸估算......................................................................................................33.2材料选用.....................................................................................................................33.3柱截面尺寸估算.........................................................................................................33.4确定框架计算简图.....................................................................................................43.4.1选取计算单元.......................................................................................................43.4.2确定框架计算简图（kJ—⑤）...........................................................................43.4.3框架梁柱的线刚度计算......................................................................................44荷载计算...........................................................................................................................64.1恒载标准值计算.........................................................................................................64.1.1屋面......................................................................................................................64.1.2各层走廊楼面......................................................................................................64.1.3卫生间楼面..........................................................................................................64.1.4标准层楼面..........................................................................................................64.1.5梁自重..................................................................................................................74.1.6柱自重..................................................................................................................74.1.7外纵墙自重..........................................................................................................74.1.8內纵墙自重..........................................................................................................74.1.9内横墙自重..........................................................................................................84.1.10内隔墙自重........................................................................................................84.2活荷载标准值计算.....................................................................................................84.2.1屋面和楼面活荷载标准值..................................................................................84.3板传荷载计算.............................................................................................................94.3.1A～B(C～D)轴间框架梁荷载..............................................................................94.3.2B～C轴间框架梁...............................................................................................104.3.3A(D)轴柱纵向集中荷载计算.............................................................................104.4重力荷载代表值计算...................