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成都恒运投资有限公司办公楼-I-摘要本毕业设计题目为成都恒运投资有限公司成都恒运科技园-招商服务中心办公楼建筑结构设计。工程位于金堂县淮口镇，该建筑主体三层,一层层高为4.2m，二层为3.6m，三层为3.6m。总建筑面积为2380.32m2，，建筑高度为11.85m，耐火等级为二级，地震设防烈度为7度，设计使用年限为50年。在建筑设计方面，本设计从结构的抗震及防火要求等方面考虑，采用了最简单的一字形的建筑风格，主要通过立面设计来改变建筑造型，做到了既美观有安全的建筑设计。且各方面均满足办公楼建筑设计及功能要求。在结构设计方面，以手算为主，PKPM结构计算软件为辅，进行了结构内力的有效计算本。设计主要根据设计建筑物场地类别和当地抗震设防烈度的要求，把结构体系布置的均匀、对称。完成建筑图后首先对建筑物结构进行了PKPM电算，之后又取了其中⑤轴线的一榀框架进行了手算，最后将手算与电算的结果进行了复核。本工程为钢筋混凝土框架结构体系，基础采用了柱下独立基础，形式为现浇钢筋混凝土阶形基础。根据工程地质条件等综合考虑，基础埋深取为1.8m。本设计遵照国家现行建筑结构设计规范中的规定，参照标准图集，完成了如下建筑和结构图纸的绘制：建筑图纸包括了建筑总平面图、底层平面图、建筑立面图及建筑剖面图。结构施工图纸包括了底层楼板结构配筋图、梁平面配筋图、柱平面配筋图、一榀框架配筋图、基础结构平面布置及详图。本设计满足了“适用、安全、经济、美观”的基本要求，平面布局合理、功能齐全、造型美观。关键词：建筑设计；结构设计；截面设计；基础设计；PKPM软件大连民族学院本科毕业设计（论文）题目-II-DalianDongruanInformationTechnologyTrainingCollegeDormConstructionStructuralDesignAbstractThetopicofgraduationdesignistheinvestmentservicecenterofficebuildingstructuraldesign.whichwillbebuiltbychengduHengYuninvestmentCo.,LTD,HengYunparkinChengdu.TheprojectislocatedinHuaiKouZhenJinTangXian,themainbuildingshasthreelayers,firstlayeris4.2mtall,second,thirdlayeris3.6m.Thetotalconstructionareais2380.32m2,andbuildinghighis11.85m,fireproofrankissecondary,seismicintensityis7,usefixednumberofyearis50years.Inthearchitecturaldesign,thedesignofstructureandfirefromtheaspectsofseismicrequirements,adoptedthesimplestoneglypharchitecturalstyle.Mainlythroughtheverticaldesign,thebuildinglooksmorebeautiful.Andallaspectsofdesignandmeettheofficebuildingfunctionrequirement.Inthestructuredesign,withhandcount,structurecalculationPKPMsoftwareiscomplementary,theinternalstructureiseffective.Accordingtothedesignofbuildingsitedesignmajorcategoriesofseismicfortificationintensityandlocalrequirements,thestructureoftheuniform,thestructureisdesignedtobeuniformandordinary.Afterthecompletionofconstructiondiagramabovethebuildingstructure,andcomputingPKPMtookoneof5axisinvestigated.oneisonhandtohand,andfinallyre-checkthetworesultswhichcalculateindifferentway.Thisprojectforreinforcedconcreteframestructure,thefoundationadoptedundercolumnindependentfoundation,formforcast-in-situreinforcedconcreteorderform.Accordingtotheengineeringgeologicalconditions,theembeddeddepthis1.8m.Thisdesignaccordingtothecurrentnationalstructuredesignoftheregulations,standards,thefollowingatlasofarchitecturalandstructuraldrawingsofarchitecturaldrawingsisincluded,constructionplan,floorplan,generalbuildingelevationandbuildingsection.Structureconstructiondrawingsincludethebottomfloorstructure.e.g.longfigure,beamsurfacereinforcement,column,planarreinforcementinvestigated.Onereinforcementandfoundationstructurelayoutanddrawing.Thisdesignmeettheapplication,safety,economy,beautifultheessentialrequirements,layoutisreasonable,completefunctions,beautifulmodeling.Keywords：architecturedesign;structuredesign;Sectiondesign；Basicdesign;PKPMsoftware大连民族学院本科毕业设计（论文）题目-III-目录摘要..................................................................IAbstract.................................................................II1建筑设计................................................................11.1设计依据..........................................................11.1.1建筑图设计..................................................11.1.2设计依据的规范..............................................11.2工程概况......................................................11.3施工要求......................................................11.3.1标高及单位..................................................11.3.2其他要求....................................................11.4墙体工程......................................................21.4.1外墙做法：..................................................21.4.2内墙做法：..................................................21.4.3抗震构造....................................................21.5屋面工程..........................................................21.6防水工程..........................................................31.6.1楼层防水....................................................31.6.2屋面防水....................................................31.6.3门窗工程....................................................31.7楼梯、台阶........................................................31.8建筑节能设计......................................................41.9其他..............................................................41.10建筑条件.........................................................41.10.1自然条件...................................................41.10.2设备条件：.................................................51.11建筑设计.........................................................51.11.1建筑平面设计...............................................51.11.2建筑立面设计...............................................71.11.3建筑剖面设计...............................................82结构方案设计说明及计算..................................................92.1结构方案的选择及结构布置..........................................9大连民族学院本科毕业设计（论文）题目-IV-2.2.1结构设计主要技术要求........................................92.2.2结构布置简述................................................92.2.3梁柱截面尺寸的估算.........................................102.2.4基础埋深的确定........