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中文题目：广州镇泰机械制造厂金工装配车间副标题：单层厂房建筑结构设计外文题目：MENTALWORKINGASSEMBLYWORKSHOPOFZHENTAIMACHINEFACTORYINGUANGZHOU毕业设计（论文）共55页（其中：外文文献及译文17页）图纸共9张完成日期2009年6月答辩日期2009年6月摘要本工程是广州一单层单跨工业厂房，总建筑面积约35002m，东侧端部贴建二层框架辅助使用空间，厂房内设两台t10桥式吊车，轨顶标高为mm9600。中部由mm100宽变形缝分为两个厂房单元，主体采用大型屋面板+钢屋架+排架柱的钢筋混凝土排架结构形式，结构整体双轴对称，跨度m30，柱距为m6，刚度和质量分布均匀。设计时主要考虑了结构自重、风荷载、吊车荷载以及水平地震作用对结构的影响，经计算，厂房结构满足承载力要求和正常使用要求。本设计包括建筑设计和结构设计两部分。建筑设计主要考虑建筑的采光、通风、防水、防火以及设备安装使用要求，结构设计主要是进行结构和构件的选型，并利用剪力分配法，对多种荷载作用下的各榀排架进行内力计算和组合，选择最不利组合设计排架柱和基础的截面及配筋。最后绘制相关建筑图、结构图和各部位的节点详图。关键词：单层厂房；排架结构；建筑设计；结构设计；剪力分配法ABSTRACTThisprojectisasingle-layersinglespanplant,withatotalconstructionareaofabout35002m.Attheverytipoftheeasternpartoftheplantisaauxiliaryusespacemadeofasecondframe.Andtherearetwobridgecraneintheplant,withtherailtopelevationof9.6m.Theplantisseparatedintotwosectionsbya100mmwidemovementjointlocatedatthecentral,it’smainblockadoptsthestructuralformofreinforcedconcretebent.Theoverallstructureisdoublesymmetry.Withthespanof30mandthecolumnspaceof6m,ithasequallydistributedrigidityandmass.Thedesignmainlyconsideredtheeffectcausedbydeadload,windload,craneloadandhorizontalseismicreaction,andafterthecalculation,theworkshopstructurecanmeettherequirementsofbearingcapacityandregularservice.Thisdesignwascomprisedofarchitecturaldesignandstructuraldesign.Thearchitecturaldesignwasproceedtofillthebillofdaylighting,airing,waterproof,fireresistanceandotherequipmentrequirement,whilethestructuraldesignhadtocarryonthemissionofchoosingstructuralforms,calculatingtheinnerforceofeverybentwhichcamefromloadsofvariouspattern,makinginternalforcecombinationandidentifyingthemostdisadvantagedgrouptodesigncross-sectionandreinforcement.Intheend,relatedarchitecturaldrawing,workingdrawingandjointdetailwererequired.Keyword:single-layerworkshop;bentstructure;architecturaldesign;structuraldesign;sheardistributionmethod目录前言·············································································································81工程概况································································································91.1工程概况·············································································································91.1.1水文地质条件······························································································91.1.2气象资料······································································································91.2设计概况············································································································101.3设计成果············································································································101.3.1概况·············································································································101.3.2施工图·········································································································112建筑设计······························································································113结构设计······························································································113.1结构构件选型和布置·······················································································123.1.1屋面板·········································································································123.1.2屋架·············································································································133.1.3吊车梁·········································································································133.1.4排架柱·········································································································143.1.5基础梁·········································································································163.2荷载计算············································································································163.2.1屋盖自重·····································································································163.2.2柱自重·········································································································173.2.3吊车梁及轨道自重····················································································173.2.4屋面活荷载·································································································173.2.5吊车荷载·····································································································173.2.6风荷载·········································································································183.3内力分析············································································································193.3.1屋盖自重·····································································································193.3.2柱及吊车自重作用····················································································203.3.3屋面活荷载·································································································213.3.4吊车荷载作用·······························