单层轻钢结构工业厂房设计

中文题目：单层轻钢结构工业厂房设计外文题目：DESIGNOFLIGHTSTEELCONSTRUCTIONWITHSINGLEPAIRINTER-INDUSTRIALBUILDING毕业设计（论文）共89页（其中：外文文献及译文25页）图纸共4张完成日期2011年6月答辩日期2011年6月I摘要本设计结构形式为门式钢架的单层双跨厂房。设计中通过对厂房整体结构、建筑使用功能、防火等级要求、抗震等级要求及耐久年限要求的综合分析，本次毕业设计的最终的方案采用装配式预应力排架结构形式。根据建筑设计用途和设计依据，使构配件标准化、系列化、通用化的原则，设计时力求技术先进、经济合理、安全使用、施工方便。确定建筑设计方案设计的主要内容有：构件选型；柱子尺寸初定、结构平面布置和剖面设计；单项荷载作用下的结构内力计算；最不利内力组合；构件截面设计，主要包括最不利内力作用下上柱、下柱的配筋计算；柱下独立基础设计；完成用顶点位移法计算结构自振周期，完成用底部剪力法计算水平地震作用；施工阶段验算及施工图绘制。关键词：门式钢架；单层双跨厂房；内力计算；配筋计算IIABSTRACTThecoursedesignwascompletedfortheSingledoublecrossworkshopofgabledframe,Thedesignofcomprehensiveconsiderationofoverallstructure、thefunctionalrequirementsofbuilding、thefirecoderequirements、safetyregulatoryrequirementsanddurabilitycode.Thefinaldesignusedfabricatedconcretesimplysupported.Accordingtothepurposeandbasisforbuildingdesign。Thecomponentsandpartsstandardization,serialization,universalprinciplesofdesignandstrivetoadvancedtechnology,economical,safe,easyconstruction.Determinethearchitecturaldesignofthemaincontent：componentselection;initiallyforcolumnsize,structure,layoutandprofiledesign;singleloadsStructures;completewithtopdisplacementmethodtocalculatenaturalperiodtocompletethelevelwiththebottomoftheseismicshearmethod;themostunfavorablecombinationofinternalforces;componentcross-sectiondesign,includingthemostadverseeffectofinternalforces,thecolumn,thenextcolumnandcorbelofReinforcementcalculation;Checkingtheconstructionphase;heconstructiondrawing.Keywords：gabledframe；Singledoublecrossworkshop；internalforcecalculation；reinforcementcalculation目录前言...........................................................11绪论...........................................................21.1轻型门式刚架结构体系在国内的发展概况........................21.2轻型门式刚架结构的研究现状..................................31.3设计的理论知识..............................................51.3.1单层厂房结构组成........................................51.3.2荷载取值................................................62单层轻型钢结构厂房设计........................................102.1设计资料......................................................................................................102.1.1生产工艺要求...........................................102.1.2工程气象条件...........................................102.1.3工程地质条件...........................................102.1.4建筑构造...............................................102.2结构构件选型及柱的尺寸确定..................................................................112.2.1结构构件的选型.........................................112.2.2柱截面尺寸确定.........................................123.排架内力计算..................................................143.1荷载计算.......................................................................................................143.1.1恒载计算...............................................143.1.2屋面活荷载.............................................153.1.3吊车荷载...............................................153.1.4风荷载.................................................163.2内力计算.......................................................................................................173.2.1剪力分配系数的计算.....................................173.2.2恒载作用下的排架内力分析...............................183.2.3屋面活荷载作用下排架内力分析...........................203.2.4吊车荷载作用下排架内力分析（不考虑厂房整体空间）.......223.2.5风荷载作用.............................................274.柱的设计......................................................294.1最不利内力组合..........................................................................................294.2柱的设计......................................................................................................324.2.1上柱配筋计算...........................................324.2.2下柱配筋计算...........................................354.2.3箍筋的配置.............................................384.2.4柱的裂缝宽度验算.......................................384.2.5柱的吊装验算...........................................404.3牛腿设计......................................................................................................414.4A柱施工图...................................................................................................435.抗震计算.....................................................445.1荷载抗震计算..............................................................................................445.1.1横向计算所需载荷.......................................445.1.2纵向计算所需荷载.......................................455.1.3横向抗震计算...........................................465.1.4纵向抗震计算...........................................486围护墙刚度计算................................................526.1围护砖墙侧移刚度计算..............................................................................526.2砖围护墙的抗震验算..................................................................................537基础设计......................................................558.结论..........................................................62致谢...........................................................63参考文献........................................................64附录A..........................................................6