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安徽工程大学毕业设计(论文)I某高校办公楼设计摘要随着时代的发展，实验楼硬件设施也必须跟得上时代的步伐，因此，相应的对实验楼建设的要求也越来越高。实验楼是一所学校形象的重要代表，也是我们非常熟悉的建某某某：某高校办公楼设计II筑物，实验楼办公楼的建筑设计美不仅要外观符合时代的需要大方、得体、体现时代特色，此外还必须有较高的实用性、经济性、以满足学校老师及其他工作人员的实际需要为根本目的。通过查阅相关资料，并将资料进行总结和研究，发现混凝土框架结构有以下特点：框架结构整体性强、抗腐蚀能力强、经久耐用，并且房间的开间，进深相对较大能为建筑提供灵活的使用空间，空间分割较自由，建筑主体大都采用框架结构，或框架剪力墙结构，以满足现代公共建筑的布置灵活、大开间、大进深的要求。实验楼建筑面积较大，使用人员众多，流动性大，一般布置为内廊式建筑，必须考虑对消防、防火的要求，保证进出建筑的通畅。本设计主要的步骤包括：方案设定阶段、建筑施工图阶段、结构施工图阶段、整理阶段。到建筑的美观、实用和经济等基本要求，宿舍楼的采光、通风、人体舒适要求等等需对原方案作进一步的改正。建筑施工图阶段：此阶段主要将方案中的平、立、剖面图加以细化，并增加在前三者中无法表示清楚的详图。对窗、门、电梯、楼梯等按规范要求设置。结构施工图阶段：此阶段分两部分：一、根据建筑图、结构选型、结构布置、构件截面尺寸的确定(包括混凝土强度等级的选配)、结构计算、构件根据计算产生的内力、得出构件的配筋、再考虑构造要求、绘制施工图等，其中特别要注意的是合理进行结构选型及结构布置，选用钢筋混凝土框架结构。；二、基础设计：要保证图纸完整表达。只有采用电算来提供基础设计所需的基本数据(主要是柱底的内力值)。在此情况下，根据内力值选择基础型式。通过JCCAD进行计算，绘制的基础图包括基础平面图和基础详图。关键词：实验楼；结构；设计；DesignofauniversityofficeAbstractWiththedevelopmentofthehardwarefacilitiesofthelaboratorybuildingmustalsokeepupwiththepaceofthetimes,therefore,thecorrespondingrequirementsontheconstructionoflaboratorybuildingisalsogettinghigherandhigher.Thelaboratorybuilding安徽工程大学毕业设计(论文)IIIisanimportantrepresentativeofaschoolimageisalsomeettheneedsofthetimesweareveryfamiliarbuildings,thearchitecturaldesignoftheteachingbuildingofthelaboratorybuilding,notonlytotheappearanceofgenerosity,decency,reflectthecharacteristicsofthetimes,inadditionmusthaveahighpracticaleconomic,tomeettheactualneedsofteachersandotherstaffasthefundamentalpurpose.Throughaccesstorelevantinformationanddatasummaryandconcreteframestructurehasthefollowingcharacteristics:theframeworkforstructuralintegrity,corrosionresistance,durable,relativelylargeandthebayoftheroom,deepintothebuildingtoprovideaflexiblemorefreedomintheuseofspace,spacepartitioning,themainbuildingwerepoweredbyaframestructureorframeshearwallstructuretomeettheflexiblelayoutofmodernpublicbuildings,largebays,deepintotherequirements.Laboratorybuildingconstructionarea,theuseoflargenumbers,mobility,generallayoutfortheCorridorconstruction,wemustconsidertherequirementstoensurethesmoothoutofthebuildingonfire,fire.Themainstepsofthisdesigninclude:theprogramsetthestage,theconstructiondrawingstage,theconstructiondrawingstage,finishingstage.Theprogramsetting:apreliminarydrawingoftheflat,vertical,profilecharttocompletetheconstruction.Inthisprocess,togivefullconsiderationtothebasicrequirementsofarchitecturalaesthetics,practicalandeconomic,dormitorylighting,ventilationandhumancomfortrequirements,andsoneedtomakefurthercorrectionstotheoriginalproposal.Constructiondrawingstage:thisstageismainlyflat,verticalprofilesintheprogramtoberefined,andincreasethedetailofthefirstthreecannotbeexpressedclearly.Setofwindows,doors,elevators,stairsandotherregulatoryrequirements.Constructiondrawingstage:Thisstageisdividedintotwoparts:one,accordingtoarchitecturaldrawings,structuralselection,structuralarrangement,membersectionsize(includingthematchingofthestrengthgradeofconcrete),structuralcalculation,componentaccordingtocalculationsproducetheinternalforcesmayareinforcementofthecomponents,andthenconsiderthestructuralrequirements,drawconstructionplans,inparticulartonoteisthattherationalstructureselectionandstructuralarrangement,thechoiceofthereinforcedconcreteframestructure.;Second,thebasicdesign:Toguaranteethedrawingscompleteexpression.OnlybyadoptingtheICCtoprovidethebasicdataneededforthebasicdesign(NeiLizhiinthebottomofthecolumn).Inthiscase,accordingtoNeiLizhiSelectthefoundationtype.calculatedbyJCCADdrawnbasemap,includingabasicplanandthebasisofdetail.Keywords:laboratorybuilding;structure;design;目录引言……………………………………………………………………………………1第1章绪论………………………………………………………………………………21.1工程概论…………………………………………………………..……………….............21.2建筑与基础设计型式……………………………...........……………….....………...........21.3框架计算方法………………………....…………………………………………...........2某某某：某高校办公楼设计IV1.4主要进程安排…………………………………………………................………...........2第2章建筑结构布置与荷载计算……………………………………..............................…42.1结构布置……………………………………………………………………….............42.2梁柱截面尺寸……………………………………………………………………...........42.3材料强度等级………………………………………………………………………...........42.4荷载计算……………………………………………………………………………...........4第3章横向框架内力计算……………………………………………………………123.1恒载作用下的框架内力………………………………………………………….........123.2活载作用下的框架内力………………………………………………………….........193.3风荷载作用下的位移、内力计算……………………………………………….........343.4地震作用下横向框架的内力计算……………………………………………............37第4章框架内力组合…………………………………………………………………47第5章横向框架梁柱截面设计………………………………………………………61第6章楼梯结构设计计算……………………………………………………………736.1楼体板计算……………………………………………………………………..........736.2休息平台板计算………………………………………………………………..........746.3梯段梁TL1计算……………………………………………………………….........74第7章基础设计………………………………………………………………………767.1荷载计算…………………………………………………………………………..........767.2确定基础面积……………………………………………………………………...........767.3地基变形验算……………………………………………………………………............797.4基础结构设计……………………………………………………………………..........80第8章建筑与结构设计说明…………………………………………………………....848.1建筑相关说明…………………………………………………………………….........848.2结构设计说明……………………………………………………………………..........85结论与展望…………………………………………………………………………………86致谢………………………………………………………………………………………87参考文献………………………………………………………………