办公楼建筑结构设计(毕业设计)

大连民族学院本科毕业设计大连华兴集团办公楼建筑结构设计学院（系）：土木建筑工程学院专业：土木工程学生姓名：罗挺学号：2011111316指导教师：赵天雁评阅教师：徐蕾完成日期：2015年6月9日大连民族学院I摘要这次设计是按大连民族学院土木工程学院2015年毕业设计要求编写的毕业设计计算书。题目为“办公楼建筑结构设计”，该建筑是一个四层的框架结构房屋。结构形式为钢筋混凝土框架结构，底层层高为3.9m，其余各层层高为3.6m，室内外高差为0.45m。设计内容包括建筑设计，结构设计等。建筑设计部分包括平面设计、立面设计、剖面设计及细部构造的设计等。除此之外，还运用了CAD和天正等来绘制办公楼的平面图、立面图和剖面图。结构设计则含了梁、柱截面尺寸确定，水平荷载和竖向荷载作用下结构的内力以及侧移的计算，内力组合和截面设计。然后，就是基础的设计。基础设计包含基础选型、基础板配筋计算等。在设计过程中，还运用了PKPM进行辅助计算，并拿电算与手算结果进行验算分析。最后，按照任务书要求编写了本计算书。对于这个设计，本着安全、适用、经济和美观的要求，平面布局分区明确，流线合理，互不干扰。综合考虑了建筑物使用上的各种因素，从而解决了建筑物的外观造型、房间布置、配筋计算等很多关键问题。通过这次设计，将大学所学的全部专业知识做了一次很好的衔接，发现各个学科之间不是独立存在的，而是融会贯通的，算得上是一次对大学所学知识的全面检阅。关键词：办公楼；框架结构；结构设计；柱下独立基础大连华兴集团办公楼建筑结构设计IIThebuildingstructuredesignofofficebuildingofDalianHuaxingGroupAbstractThisdesignisaccordingtotheCivilEngineeringCollegeofDalianNationalitiesUniversity2015graduationdesigncalculationspreparedbythedesignrequirements.Thetitleisofficebuildingstructuredesign,whichisafourstoryframestructure..Structureofreinforcedconcreteframestructure,thebottomstorey3.9m.Therestofeachstoreyis3.6m,indoorandoutdoorelevationis0.45m.Thedesignincludesarchitecturaldesignandstructuredesign..Architecturaldesignincludesgraphicdesign,facadedesign,profiledesignanddetailstructuredesign,etc.Atthesametime,drawingofficebuildingwithCADanditwassoftwaresuchasplan,elevationandprofile.Thestructuredesignmainlyincludesthedeterminationofthebeam,thecolumnsectionsize,theinternalforceandthelateraldisplacementcalculation,theinternalforcecompositionandthesectiondesignoftheframestructureunderthehorizontalloadandtheverticalload.Then,basicdesign..Basicdesignincludesbasictypeselection,basiclayout,foundationslabreinforcementcalculation,etc..Inthedesignprocess,thecomputeraidedcalculationofPKPMcanbecarriedout,andthecalculationresultsarecomparedwiththeresultsofthecalculation.Finally,thepreparationofthestatementinaccordancewiththerequirementsofthetaskbook.Forthisdesign,inlinewithsafety,application,economicandaestheticrequirements,thelayoutoftheplaneisclear,streamlineandreasonable,notinterferewitheachother.Takingintoaccountthevariousfactorsofthebuildings,thekeyissuesofbuildingappearance,roomlayoutandreinforcementcalculationareresolved..Throughthisdesign,Universitywilllearnprofessionalknowledgeofalldoagoodinterface,betweenthevariousdisciplinesisnolongerexistindependently,butmastery,indeedconsideredisoneoftheknowledgeofthecomprehensivereview.Keywords:OfficeBuilding,framestructure,structuredesign,columnindependentfoundation大连华兴集团办公楼建筑结构设计目录摘要.................................................................................................................................IAbstract........................................................................................................................II1前言.............................................................................................................................12建筑设计.....................................................................................................................22.1自然条件..........................................................................................................22.2设备条件.........................................................................................................22.3建筑规模..........................................................................................................22.4建筑平面设计..................................................................................................33结构设计.....................................................................................................................73.1结构方案及布置..............................................................................................73.1.1轴网布置.......................................................................................................73.1.2材料选择......................................................................................................73.2结构构件尺寸设计.........................................................................................73.3基础选型及埋深..............................................................................................83.4横向框架结构侧向刚度计算及验算..............................................................94设计计算...................................................................................................................114.1重力荷载及水平荷载计算............................................................................114.2水平地震作用计算........................................................................................144.3横向风荷载作用下框架结构内力和侧移验算............................................194.4竖向荷载作用下框架结构内力分析............................................................245内力组合...................................................................................................................315.1梁控制截面内力标准值................................................................................326框架梁柱配筋计算...................................................................................................436.1梁截面控制......................................