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本科生毕业论文(设计)某办公楼设计（二）院系：城市与环境学院专业：土木工程班级：08房建学号：0802080214学生姓名：崔云博联系方式：15603748962指导老师：王俊职称：副教授2012年05月独创性声明本人郑重声明：所呈交的毕业设计是本人在指导老师指导下取得的研究成果。除了文中特别加以注释和致谢的地方外，设计中不包含其他人已经发表或撰写的研究成果。与本研究成果相关的所有人所做出的任何贡献均已在设计中作了明确的说明并表示了谢意。学生签名：年月日授权声明本人完全了解许昌学院有关保留、使用本科生毕业设计的规定，即：有权保留并向国家有关部门或机构送交毕业设计的复印件和磁盘，允许毕业设计被查阅和借阅。本人授权许昌学院可以将毕业设计的全部或部分内容编入有关数据库进行检索，可以采用影印、缩印或扫描等复制手段保存、汇编设计。本人设计中有原创性数据需要保密的部分为：无学生签名：年月日指导教师签名：年月日许昌学院本科生毕业论文（设计）I摘要本设计为某办公楼设计（二），采用现浇框架结构。在建筑设计完成之后进行结构设计。在建筑设计时先进行建筑方案设计，在建筑方案通过后进行建筑施工图的绘制。完成建筑施工图绘制之后，根据建筑施工图确定结构布置方案，在确定框架布局后，选取横向一榀框架作为代表进行计算，本设计以7轴线为代表进行计算。在进行结构设计时，先对水平地震荷载和风荷载、竖向恒荷载和活荷载进行内力计算，水平地震荷载和风荷载的内力计算采用D值法计算，竖向的恒荷载和活荷载的内力计算采用分层法进行计算。在计算出各种内力之后，然后进行内力组合，内力组合时要考虑地震的作用，之后找出最不利的内力组合，选取最安全的结果计算配筋，设计时先算上部结构，再进行下部基础设计。最后进行施工图的绘制。施工的绘制要依据混凝土制图规范和混凝土结构施工图平面整体表示方法制图规则和构造详图。关键词：框架结构，结构设计，办公楼设计，抗震设计许昌学院本科生毕业设计IIAbstractThedesignforthesecondofficebuildingdesign,isusedcast-in-placeframeworkstructure.Inthearchitecturaldesignforthefirstbuildingprojectdesign,constructionschemeinaftertheconstructionplansdrawn.Completionofconstructiondrawing,accordingtotheconstructiondrawingstodeterminethelayoutofthestructure,afterdeterminingtheframelayout,selectionoftransverseframeasarepresentativeofcalculation,thedesignhasbeenselected7axisastherepresentativetocalculate.Instructuraldesign,firstonthehorizontalseismicloadandwindload,verticaldeadloadandliveloadinnerforcecalculation,horizontalseismicloadandwindloadcalculationofinternalforcescalculatedusingDvalues,verticaldeadloadandliveloadcalculationusinghierarchicalmethod.Afterthecalculationofthevariousforces,thenthecombinationofinternalforce,internalforcecombinationtoconsiderwhenearthquake,thenidentifythemostunfavorablecombinationofinternalforces,selectthemostsecurereinforcementcalculationoftheresults,beforedesigningthelowerfoundation,weshoulddesingtheupperstructure.Finally,theworkisdrawing.Constructiondrawingshouldbereliedontheconcretedrawingruleandconcreteconstructiondiagramrepresentationofthewholeplaneandconstructiondrawingsdetailingtherules.KeyWords：Framestructure,structuraldesign,officedesign,seismicdesign许昌学院本科生毕业设计III目录摘要.............................................................................................................................IABSTRACT............................................................................................................................II引言.............................................................................................................................11工程概况....................................................................................................................21.1概况介绍.................................................................................................................21.2柱网布置.................................................................................................................21.3框架结构承重方案的选择.....................................................................................22构件截面尺寸的初步确定及计算简图....................................................................32.1构件截面尺寸的初步确定.....................................................................................32.2结构计算简图.........................................................................................................33横向框架侧移刚度计算...............................................................................................54荷载计算....................................................................................................................74.1计算单元.................................................................................................................74.2恒载计算.................................................................................................................84.2.1屋面的永久荷载标准值.................................................................................84.2.2梁自重计算.....................................................................................................84.2.3女儿墙自重.....................................................................................................84.2.4屋面恒荷载计算.............................................................................................94.2.5楼面永久荷载标准值...................................................................................104.2.6柱自重计算.................................................................................................104.2.7楼面恒荷载计算...........................................................................................104.3活载计算...............................................................................................................114.3.1楼面可变荷载标准值...................................................................................114.4风荷载计算.............................................................................................................124.41风荷载标准值..................................................................................................125水平地震作用下的内力计算和侧移计算.................................................................145.1计算重力荷载代表值..