2013年建筑毕业设计精简版设计目录

'中国石油大学（华东）本科毕业设计（论文）摘要用D值法和分层法计算。框架结构各榀桁架实际受力有空间整体作用，为空间受力，在手算过程中计算复杂，计算量大，因此在手算时忽略了空间整体作用，只对一榀框架进行受力分析与配筋计算。楼梯采用板式楼梯，分别计算梯段板、平台梁、平台板的内力与配筋。基础设计采用柱下交叉条形基础，减少结构的不均匀沉降，增强上部结构在纵横方向上的联系，具有较强的空间整体刚度。关键词：钢筋混凝土框架结构；荷载计算；内力计算；梁板柱截面设计；板式楼梯设计；条形交叉基础； 中国石油大学（华东）本科毕业设计（论文）ABSTRACTs,theframework"sinternalforcescanbecomputedwithDvaluesmethodandstratificationmethodrespectively.Theframestructureisunderthepowerofspatialloads,andthecomputationisheavyandcomplexbyhand,sowecanneglecttheactionofthespatialforce,andonlymaketheforceanalysisandreinforcement.Weusetheplatestaircase,andcalculatetheinternalforceandreinforcementofstairs,platformbeams,andplatformboard.Thebasisdesignusethecrossedbarfoundationunderthepost，toreducethedifferentialsettlementofthestructure,enhancethelinksoftheupperstructureintheverticalandhorizontaldirections,andmakeastrongoverallstiffnessofthespace.Keywords:reinforcedconcreteframestructure;loadcalculation;internalforcecalculation;cross-sectiondesignofbeamandcolumn;platestaircasedesign;crossedbarbasis 中国石油大学（华东）本科毕业设计（论文）目录第1章设计资料··································································································1第2章结构布置与梁柱线刚度计算···································································22.1结构平面布置························································································22．2框架计算简图·······················································································2第3章荷载计算···································································································73.1恒载标准值计算····················································································73．2活荷载标准值计算··············································································103.3竖向荷载作用下框架受荷总图··························································123.4风荷载标准值计算··············································································183.5水平地震作用计算··············································································19第4章内力计算································································································ 中国石油大学（华东）本科毕业设计（论文）264.1恒荷载作用下的内力计算··································································264.2活荷载作用下的内力计算··································································334.3风恒荷载作用下的内力计算······························································374.4地震作用下框架内力计算··································································40第5章内力组合·································································································43第6章界面设计·································································································446.1板截面设计··························································································446.2框架梁设计··························································································476.3框架柱设计··························································································51第7章楼梯设计·································································································557.1设计资料······························································································ 中国石油大学（华东）本科毕业设计（论文）557.2梯段板设计··························································································557.3平台板设计··························································································567.4平台梁设计··························································································57第8章基础设计································································································598.1确定基础底面尺寸··············································································598.2基础梁设计··························································································618.3基础翼板设计······················································································68第9章结论········································································································69致谢······················································································································70参考文献··············································································································71 中国石油大学（华东）本科毕业设计（论文）致谢本文是在张艳美老师的悉心指导下完成的。从建筑方案的确定、框架内力计算到最后梁板柱施工图的绘制完成无不凝结着张老师大量的智慧与汗水。张老师孜孜不倦的教诲与千叮万嘱的嘱咐给我留下最深刻的印象。在这漫长的三个月当中，我不仅仅学习到了很多知识，更重要的是在与张老师朝夕相处中学到了一个做学问者对待学问与知识严谨求实的态度与认真负责的做事风格，还有就是学无止境和勤学好问的优秀作风。这样优良作风三个月的熏陶，会在我以后的学习和工作中让我受益匪浅。最后要感谢其他老师的支持与帮助，例如王积静老师、于述强老师、高福聚老师等，问他们问题时候，他们都很热心而且耐心的讲解。各位老师的帮助、支持是我进步最大的动力。 中国石油大学（华东）本科毕业设计（论文）参考文献[1]GB50009-2001，建筑结构荷载规范.[2]GB50011-2001,建筑抗震设计规范.[3]GB50007-2002,建筑地基基础设计规范.[4]GB50010-2002,混凝土结构设计规范.[5]GB50003-2001,砌体结构设计规范.[6]高小旺,龚思礼,苏经宇,易方民.建筑抗震设计规范理解与应用.第一版.北京:中国建筑工业出版社出版,2002:37-83.[7]顾祥林.混凝土结构基本原理.第一版.上海:同济大学出版社出版,2004.[8]郭爱云.混凝土结构设计新旧规范对照理解与应用实例.第一版.北京：中国建筑工业出版社,2005：334-487.[9]余志武,袁锦根.混凝土结构与砌体结构设计.第二版.北京：中国铁道出版社,2004：175-197.[10]李著憬.初等钢筋混凝土结构.第二版.北京：清华大学出版,2005：118－129.[11]周果行.工民建专业毕业设计指南.第一版.北京：中国建筑工业出版社,1990：1-108;280-350.[12]MacGregorJG.ReionforcedConcrete-MechanicsangDesign.NewJersey:Prentice-Hall.1997:174-254.[13]LiuLixin.CONCRETESTRUCTURALFUNDAMENTALS.Edition2.Wuhan:UniversityofWuhanpress,2004.'