土木工程毕业设计

南通大学建筑工程学院2011年6月南通大学建筑工程学院20年6月题目：南通大学启东校区学生公寓楼设计姓名：指导教师：学科专业：土木工程指导教师：陈静学科专业：土木工程南通大学毕业设计（论文）南通大学毕业设计1摘要本文根据新规范进行了南通市大学启东校区学生公寓楼的整个建筑结构设计，包括主体结构、基础及楼梯等部分。该建筑为六层钢筋混凝土框架结构，总建筑面积约为4500，总建筑高度为22.80m。完成了该建筑的平面设计，立面设计以及剖面设计。结构分析中考虑了竖向荷载中的恒荷载、活荷载和水平方向荷载中的风荷载、地震作用，并将水平荷载分配到框架上，分别用D值法和弯矩二次分配法计算风荷载、活荷载和恒荷载作用下构件的内力，并进行了一榀框架的内力组合、截面设计及配筋。手算过程中运用excel进行数据计算。最后，用PKPM软件进行电算，并与手算结果进行对比，对配筋进行修改，并绘出各楼层梁、板、柱、基础、楼梯的结构施工图。此外，还完成了施工方案设计和外文翻译。关键词：公寓楼，框架，结构计算2m南通大学毕业设计2ABSTRACTAnoverallstructuraldesignofNantongUniversityofQidongcampusstudentapartmentbuildingprovinceiscarriedoutreferringtothenewcriterioninthispaper.Itconsistsofthemajorstructuredesign,foundationstructuredesignandstairwaystructuredesign.Thebuildingisreinforcedconcreteframestructurewith6stories.Ithasaboutanareaof4500squaremetersandaheightof22.80meter.Completedtheconstructionofgraphicdesign,facadedesign,andprofiledesign.Inthestructuralanalysis,theverticalloadofconstantload,liveloadandhorizontalloadofwindloads,earthquakeareconsidered.Theassumptionoftheperfectlystiffslabisusedtoanalyzetheinteractionofthehorizontalframesandthehorizontalloadisdistributedtotheframes.Theinternalforcescausedbywindload,liveloadanddeadloadseparatelyareobtainedbyuseoftheDvaluemethod,thedelaminationmethodandtheseconddistributionmethodofmoment.Asaresult,theinternalforcescombination,sectiondesignandchosensteeloftheframeareobtained.ThedataiscalculatedbyEXCELsoftwareinmanualcomputingprocess.Finally,calculatingbyusingthePKPMsoftwareandtheaccountbyhandarecomparedandrevisedthetworesultsandrepairthem.Atthesametime,thestructuralworkingplanofthebeam,board,column,groundworkandstairofeachflooraredrawn.Inaddition,theconstructionprojectdesignandtheforeigndatatranslationarecompleted.Asatrustworthyandpromptanalysismeasure,PKPMstructuralanalysissoftwareisalsousedtocalculatetheentirestructureandthestructuraldocuments.Keywords:apartmentbuilding,Frame,Structuralcalculation南通大学毕业设计3目录摘要...............................................................................................................1ABSTRACT..........................................................................................................21建筑设计说明....................................................................................................11.1设计的基本原则......................................................................................11.2设计资料..................................................................................................11.3建筑做法说明..........................................................................................22结构设计............................................................................................................42.1结构选型与布置....................................................................................42.1.1结构类型.........................................................................................42.1.2结构布置.........................................................................................52.1.3梁柱截面尺寸初选.........................................................................52.2框架计算简图及梁柱线刚度...................................................................62.2.1确定框架计算简图..........................................................................62.2.2梁柱的线刚度计算..........................................................................62.3荷载计算................................................................................................82.3.1竖向荷载..........................................................................................82.3.2水平方向荷载...............................................................................162.4内力计算................................................................................................192.4.1竖向荷载作用效应.......................................................................192.4.2风荷载作用效用...........................................................................282.5荷载效应组合......................................................................................322.6构件截面设计......................................................................................322.6.1梁...................................................................................................322.6.2柱...................................................................................................422.6.3基础...............................................................................................442.6.4楼梯...............................................................................................482.7电算与手算的比较................................................................................513施工组织设计.................................................................................................533.1施工总体部署........................................................................................533.2施工准备................................................................................................543.3施工方案................................................................................................