XXXX年6月5日土木工程毕业设计完整版电子书

毕业设计题目：长沙市百纳广场住宅楼设计系别:建筑工程系专业名称:土木工程班级学号:098601146学生姓名:占罗龙指导教师:龚剑、郑云扬二0一三年六月毕业论文原创性声明本人声明，所呈交的论文是本人在导师的指导下独立完成的研究成果。除了文中特别加以标注引用的内容外，本论文不包含法律意义上已属于他人的任何形式的研究成果,也不包含本人已用于其他学位申请的论文或成果。对本文的研究作出重要贡献的个人和集体，均已在文中以明确方式表明。本人完全意识到本声明的法律后果由本人承担。作者签名：日期：学位论文版权使用授权书本学位论文作者完全了解学校有关保留、使用学位论文的规定，同意学校保留并向国家有关部门或机构送交论文的复印件和电子版，允许论文被查阅和借阅。本人授权南昌航空大学科技学院可以将本论文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和汇编本学位论文。作者签名：日期：导师签名：日期：摘要本文为长沙市百纳广场住宅楼设计计算书。该楼建筑面积3500平方米左右，根据建筑设计、抗震方面等的要求，确定合理的结构形式和结构布置方案，确定框架、基础的形式。根据要求采用了钢筋混凝土结构。本设计中选取一榀主框架以及楼面及屋面板进行截面设计及配筋计算。首先根据框架布局确定各构件尺寸，进行恒载、活载及风荷载的统计。然后采用分层法进行竖向荷载作用下的结构内力计算，水平荷载采用D值法进行计算。之后进行内力组合分析，找出最不利的一组内力，进行构件计算。楼板采用弹性理论设计，并进行柱下独立基础的配筋设计。除此之外，还进行了楼梯的设计计算。最后，根据计算结果，按照相应的构造要求，绘制了结构施工图，并写出了相应的设计说明。本设计的特点之一，运用了大学四年所学过的很多理论，计算中多种计算方法得到体现，如D值法，迭代法等，使自己掌握了多方面的知识。关键词：框架结构；结构设计；内力计算；弹性理论；荷载；钢筋混凝土指导老师签名：ABSTRACTAbuildingwasdesignedinthispaper.Thebuildingareaisabout35002m.Accordingtothesupermarketdesignandtheearthquakeresistance,thereasonablestructuralschemeandstructuralfoundationplanwasdetermined.Onelateralframeandslabwasselectedandcalculated.First,depthandwidthofsectionsweredetermined,anddeadload,liveload,windloadweredetermined.Thentheinternalforcesofthestructureunderverticalloadwerecalculated.TheD-methodwasusedforcaculatingthewindload.Afterthecombinationofinternalforces,themostunfavorablecombinationofinternalforceswasidentified.Thenthenecessaryreinforcementinbeamsandcolumnswasdetermined.Theelastictheorywasusedforcalculatingslab.Inaddition,thesingle-foundationandcombinedfoundationweredesigned.Thestairwayandcanopywerealsodesigned.Finallyaccordingtothecalculatedresultsanddetail,blueprintsofthestructurehadbeencompleted.Theadvantageinthisdesignwasthatmanytheoriesstudiedinuniversityinfouryearswasused.Themanykindsofcomputationalmethodswasmanifestedinthecomputation,likeD-method,iterationandsoon,sowhichcausedmyselftograspthevariousknowledge.KeyWords:structuraldesign；frame；internalforce；elastictheory；lateralloads；reinforcedconcrete.指导老师签名：目录引言..................................................................................................................11.建筑设计资料.......................................................................................................21.1自然条件........................................................................................................21.2建筑慨况........................................................................................................22.结构设计说明.......................................................................................................22.1结构设计方案及布置....................................................................................22.2结构布置计算................................................................................................22.3楼梯方案的选择............................................................................................32.4基础方案的选择............................................................................................32.5构件截面尺寸及几何参数............................................................................33.框架的计算简图及梁柱线刚度...........................................................................43.1确定框架计算简图........................................................................................43.2框架梁柱的线刚度........................................................................................44.荷载计算...............................................................................................................54.1恒载标准值计算............................................................................................54.2活荷载标准值计算......................................................................................115.楼盖的设计计算.................................................................................................115.1屋面板的计算..............................................................................................115.2楼面板的计算..............................................................................................145.3屋面板的配筋计算......................................................................................175.4楼面板的配筋计算......................................................................................196.楼梯设计.............................................................................................................206.1楼梯的初设..................................................................................................206.2踏步板设计..................................................................................................216.3平台板设计..................................................................................................236.4平台梁设计..................................................................................................247.恒荷载和活荷载作用下框架的受荷图及计算...................................................267.1框架梁间荷载计算........................................................................................277.2柱纵向集中荷载的计算................................................................................318.风荷载计算.............