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3500m2，东侧端部贴建二层框架辅助使用空间，厂房内设两台10t桥式吊车，轨顶标高为9600mm。中部由100mm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30m，柱距为6m，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,withatotalconstructionareaofabout3500m2.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·································································································································71工程概况··················································································································81.1工程概况··············································································································81.1.1水文地质条件·······························································································81.1.2气象资料···········································...
