门式钢架钢单层厂房毕业设计

河北工程大学土木工程学院毕业设计说明书2013年-1-目录摘要Abstract0.绪论---------------------------------------------------------------------------------------------------------11.建筑设计-------------------------------------------------------------------------------------------------11.1设计条件-------------------------------------------------------------------------------------------------11.2建筑平面设计------------------------------------------------------------------------------------------21.3剖面设计-------------------------------------------------------------------------------------31.4立面设计-------------------------------------------------------------------------------------41.5墙体做法-------------------------------------------------------------------------------------51.6吊车及吊车梁-------------------------------------------------------------------------------51.7地面做法-------------------------------------------------------------------------------------------------52.结构方案与结构分析-----------------------------------------------------------------------------62.1结构方案与结构体系--------------------------------------------------------------------------------62.2荷载计算-------------------------------------------------------------------------------------------------72.3钢架计算------------------------------------------------------------------------------------------------103.结构构件设计---------------------------------------------------------------------------------------403.1刚架柱设计---------------------------------------------------------------------------------------------403.2抗风柱设计---------------------------------------------------------------------------------------------423.3吊车梁设计---------------------------------------------------------------------------------------------433.4牛腿设计------------------------------------------------------------------------------------------------453.5檩条设计------------------------------------------------------------------------------------------------463.6墙架设计------------------------------------------------------------------------------------------------473.7基础设计------------------------------------------------------------------------------------------------473.8隅撑设计------------------------------------------------------------------------------------------------484.技术经济分析---------------------------------------------------------------------------------------484.1工程概况------------------------------------------------------------------------------------------------484.2工程特征------------------------------------------------------------------------------------------------484.3价格标准------------------------------------------------------------------------------------------------49河北工程大学土木工程学院毕业设计说明书2013年-2-4.4造价分析------------------------------------------------------------------------------------------------49参考文献---------------------------------------------------------------------------------------------------50鸣谢--------------------------------------------------------------------------------51摘要本设计工程为邯郸地区一66米双跨钢结构，每跨各设置一10t梁式吊车。主要依据《钢结构设计规范})GB50017-2003和《门式刚架轻型房屋钢结构技术规程》GECS102:2002等国家规范，综合考虑设计工程的规模、跨度、高度及用途，依据“适用、经济、在可能条件下注意美观”的原则，对各组成部分的选型、选材、连接和经济性作了比较，最终选用单层门式钢架的结构形式。梁、柱节点为刚性连接的门式钢架具有结构简洁、刚度良好、受力合理、使用空间大及施工方便等特点，便于工业化，商品化的制品生产，与轻型维护材料相配套的轻型钢结构框架体系己广泛应用于建筑结构中，本设计就是对轻型钢结构的实际工程进行建筑、结构设计与计算。主要对承重结构进行了内力分析和内力组合，在此基础上确定梁柱截面，对梁柱作了弯剪压计算，验算其平而内外的稳定性;梁柱均采用Q235钢，10.9级摩擦型高强螺栓连接，局部焊接采用E43型焊条，柱脚刚性连接，梁与柱节点也刚性连接;屋面和墙面维护采用双层彩色聚苯乙烯夹芯板;另外特别注重了支撑设置、拉条设置，避免了一些常见的拉条设计错误。关键词:轻型钢结构门式钢架内力分析双层彩色聚苯乙烯夹芯板节点河北工程大学土木工程学院毕业设计说明书2013年-3-AbstractThisprojectinhandanareaisa66mdouble-spansteelstructure,eachcrosssetsupa10tbeamcrane.TheprojectdesignedstrictlycomplieswiththerelavantstipulationsoftheCODEFORDESIGNOFSTEELSTRUCTURES(GF50017-2003)andTECHNICALSPECIFICATIONFORSTEELSTRUCTUREOFLIGHTWEIGHTBUILDINGSWITHGABLEDFRAMES(CECS102:2002),andsomeothers.Synthesizethescaleoftheconsiderationdesignengineeringandacrossaprincipleforspananduse,accordingasapplying,economy,underthepossibletermattentionbeautifully,Connectingmethod,structuretypeandmaterialofeachpartwhichconsistofalight-weightsteelvillaareanalysed,thenchoosetheconstructionformthatusesinglelayeratypesteel.Thebeam,pillarnodeisalightsteelconstructionframesystemthatrigidandcopularatypesteelawareforhavingconstructionSimple,justdegreegoodly,sufferingdintreasonablely,usingspacebiglyandstartingconstructionconvenienceetc.characteristics,andeasytoindustrialisation,commercializingproduce,thinkingwithlightmaintenancematerialthekitthealreadyextensiveapplyinginthebuildingconstructioninside,thisdesignistoproceedsthebuilding,constructiondesigntothestructuralandactualengineeringinlightsteelandcalculation.Thetractateincludestheinternalforceanalyzesandcombines,basedontheseanalyses;wecanchoosethesectionofbeamandcalumniation.Next,checkingcomputatiansofstabilitycalculatianoftheplanestructure.ThesteelbeamandcolumnemploysQ235carbonstructuralsteel.Connectionboltsarehighstrengthboltoffrictiontypewithbehavioralgrade10.9.CommonboltsareroughtypemadebyQ235-B.Fsteel.Rodformanualwe