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武昌理工学院毕业设计（论文）I摘要本建筑为荆州市明月路路边超市，为三层框架结构,首层层高为6.0米，2、3层层高4.5米，建筑总高16.7米。总建筑面积5987.52平方米。本建筑从平面布局均匀合理，从采光、消防，通风及保温隔热的设计，都充分体现了以人为本的设计理念。本结构为框架结构，一般跨度为7.2m。结构均匀有规则，有良好的抗震性能,该建筑所属的区位交通发达，人流频繁，环境良好。结构设计计算首先应用结构分析软件PKPM建立三维有限元模型进行结构分析，确定了结构概念设计的合理性。然后选取一层楼盖结构进行楼板和次梁的设计计算，以及选取一榀框架，对其在竖向荷载、地震作用、风载作用下进行内力分析，内力组合，最后进行截面设计。依据计算数据确定了PKPM建立的三维有限元模型的结构分析结果和配筋结果的合理性；最后进行了楼梯设计计算和地基基础设计，并使用AUTOCAD绘制结构施工图。关键词：框架结构;超市;抗震设计;内力组合武昌理工学院毕业设计（论文）IIABSTRACTThismingyueroadconstructionforjingzhoucitysupermarketbytheroad,forthethreelayersofframestructure,thefirstlayeris6.0metershigh,2,3,layeruponlayer,4.5metershigh,total16.7metershigh.Atotalconstructionareaof5987.52squaremeters.Thisbuildingfromuniformlayoutreasonable,lighting,fireprotection,thedesignoftheventilationandheatpreservationandheatinsulation,fullyembodiesthepeople-orienteddesignconcept.Thestructurefortheframestructure,thegeneralspanis7.2m.Uniformstructurerules,havegoodseismicperformance,thebuildingbelongstothelocationoftrafficdeveloped,peoplefrequently,environmentisgood.Structuredesigncalculation,firstofall,theapplicationstructureanalysissoftwarePKPMtoestablishthree-dimensionalfiniteelementmodelforstructuralanalysis,determinetherationalityofthestructureconceptdesign.Floorandthenselectalayeroffloorstructuredesignandcalculationofbeam,andtheselectionofacross,intheverticalload,windloadandseismicactionundertheactionofinternalforceanalysis,internalforcecombination,finallycarriesonthecrosssectiondesign.OnthebasisofcalculationdatadeterminesthePKPMbuildthree-dimensionalfiniteelementmodelofthestructureanalysisresultsandtherationalityofthereinforcementresults;Finallythecalculationandfoundationdesign,stairdesignanduseofAUTOCADdrawingstructureconstructiondrawing.Keyword:Supermaket;Frame;Structure;Antidetonation武昌理工学院毕业设计（论文）III目录第一章工程概况..................................................................................................11.1设计资料.........................................................................................11.2设计依据.........................................................................................31.3毕业设计要求.................................................................................3第二章框架（KJ-3）截面尺寸估算、计算简图..........................62.1框架梁、柱截面尺寸估算.............................................................62.2确定框架计算简图.........................................................................6第三章框架柱线刚度计算............................................................................83.1线刚度计算.....................................................................................83.2线刚度计算简图.............................................................................8第四章荷载计算................................................................................................104.1恒荷载标准值计算.......................................................................104.2活荷载标准值计算.......................................................................12第五章框架荷载计算..................................................................................135.1竖向荷载作用...............................................................................135.2水平荷载作用...............................................................................19第六章风荷载作用下的位移验算..........................................................266.1侧移刚度........................................................................................266.2框架的侧移验算...........................................................................27第七章内力计算................................................................................................287.1竖向荷载作用下内力计算（分层法）.......................................287.2水平荷载作用下内力计算（D值法）........................................39武昌理工学院毕业设计（论文）IV第八章内力组合................................................................................................498.1构件的截面...................................................................................498.2构件的弯矩调幅...........................................................................498.3构件的内力组合...........................................................................52第九章截面设计、配筋计算.....................................................................669.1设计依据.......................................................................................669.2框架柱截面设计...........................................................................669.3框架梁截面设计...........................................................................72第十章基础设计................................................................................................8110.1基础底面尺寸的确定.................................................................8110.2基底净反力设计值计算基底净反力设计值.............................8210.3基础配筋计算.............................................................................83第十一章现浇楼面板设计..........................................................................8611.1跨中最大弯矩.............................................................................8611.2支座中点最大弯矩................................................................