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毕业设计(论文)题目贵州省望谟建委办公楼学院建筑工程学院专业班级学生姓名学号指导教师职称讲师评阅教师职称讲师2010年6月8日学生毕业设计(论文)原创性声明本人以信誉声明:所呈交的毕业设计(论文)是在导师的指导下进行的设计(研究)工作及取得的成果,设计(论文)中引用他(她)人的文献、数据、图件、资料均已明确标注出,论文中的结论和结果为本人独立完成,不包含他人成果及为获得重庆科技学院或其它教育机构的学位或证书而使用其材料。与我一同工作的同志对本设计(研究)所做的任何贡献均已在论文中作了明确的说明并表示了谢意。毕业设计(论文)作者(签字):年月日重庆科技学院本科生毕业设计中文摘要I摘要根据办公楼设计规范和其它相关标准,以及设计要求和提供的地质资料,设计该框架结构办公楼。按照先建筑后结构,先整体布局后局部节点设计步骤设计。本建筑为贵州省望谟建委办公楼设计,框架结构,建筑面积为1685m2,建筑总高度为14.4m,主体大楼为三层,局部四层。室内外高差为0.45m。抗震设防烈度7度,抗震等级三级。结构类型为框架结构,墙体为混凝空心土砌块。本建筑柱网尺寸纵向为5.7m、2.7m和6m,横向为7.8m,底层及各层层高均为3.9m。本建筑顶层布置有约为200平方米面积的大会议室,其他各层均为70平方米以下面积办公设计。楼梯采用板式楼梯,全部为防火楼梯,基础为独立基础和双柱联合基础。在建筑设计的过程中,本着适用、美观、经济的原则,参考国家标准规范和相关资料,严格遵循相关建筑设计规范的要求,对设计的各个环节进行综合全面的科学性考虑。主要设计内容包括建筑平面设计、立面设计、剖面设计及楼面、楼梯设计等。结构方案采用框架结构。主要包括结构平面布置及计算简图确定、荷载计算、内力计算、内力组合,主梁截面设计和配筋计算、框架柱截面设计和配筋计算、次梁截面设计配筋计算、楼梯设计,基础设计等。其中采用D值法计算在水平荷载作用下的结构内力;采用分配法计算竖向荷载(恒载和活载)作用下的结构内力。用PKPM软件计算结构设计信息、周期、震型、地震力、结构位移、楼面板设计。关键词:建筑设计结构设计框架结构力矩分配法D值法PKPM软件重庆科技学院本科生毕业设计ABSTRACTIIABSTRACTOfficedesignspecificationsandotherrelevantstandardsanddesignrequirementsandprovidegeologicaldata,thedesignofficeoftheframestructure.Inaccordancewiththestructureafterthefirstbuilding,thefirstoveralllayoutofthedesignstepsofthelocalnodedesign.Wangmo,GuizhouProvinceConstructionCommissionofficeinthisbuildingdesign,theframestructure,constructionareaof1685m2,thetotalbuildingheightis14.4m,themainbuildingforthethree-tier,localfour-story.Indoorandoutdoorheightdifferenceof0.45m.Theseismicintensityof7degrees,threeseismicrating.Structuraltypeoftheframestructure,wallcoagulationhollowearthblock.Verticalcolumnofthebuildingsizeis5.7m,2.7mand6m,lateral7.8mbottomandthelayersarehigh3.9m.Thetopfloorofthebuildingfurnishedwithalargeconferenceroomofapproximately200squaremetersarea,theotherlayersarelessthan70squaremetersareaofofficedesign.Stairsplatestairs,allthefirestairs,thebasisforanindependentbasisanddoublecolumnbasis.Inthewholeprocessofarchitecturedesign,compliancewiththeprincipleofapplicable,beautiful,economicandreferencenationalstandardsandrelevantmaterials,strictlyfollowthedesignspecificationofrelevantarchitectureandconsidereachsegmentaboutdesigncomprehensively.Architecturedesigncontentincludesarchitecturegraphicdesign,facadedesign,sectiondesignandfloor,stairdesignetc.Structuraldesignadoptsframestructure.Maincontentsinclude:structurallayoutandschematiccalculationofidentification,load,stress,thecombinationofinternalforces,mainbeamreinforcementdesignandcalculation,frame-sectiondesignandreinforcement,meetingbeamreinforcementdesign,floorandroofdesign,stairdesign,infrastructuredesign.EnclosingtheinternalforceinthestructureunderthehorizontalloadscanbecalculatedbyDvaluemethodandthedeterminationoftheinternalforceunderthedeadandliveloadsbymomentdistributionmethod.PKPMSoftwaretocalculatethestructuraldesigninformation,cycle,shocktype,seismicforces,thestructuraldisplacement,floorpaneldesign.Keywords:ArchitectureDesign;StructuralDesig;FrameStructure;MomentDistributionMethod;DValueMethod;PKPMsoftware.重庆科技学院本科生毕业设计目录III目录中文摘要.............................................................IABSTRACT............................................................Ⅱ目录................................................................Ⅲ1绪论...............................................................11.1教学楼建筑的发展及现状.........................................11.2本次毕业设计的意义及目的.......................................21.3本次毕业设计的任务及内容.......................................21.4本次毕业设计的实现途径.........................................22建筑设计...........................................................32.1设计理念.......................................................32.2设计依据.......................................................32.3工程概况.......................................................42.4建筑设计.......................................................52.5其它说明.......................................................73结构设计...........................................................93.1设计资料.......................................................93.2结构选型.......................................................93.3结构布置......................................................103.4确定梁柱截面尺寸...............................................123.5重力荷载代表值计算.............................................133.6框架侧移刚度计算...............................................293.7横向自振周期计算..............................................333.8风荷载作用下弹性位移验算......................................353.9多遇地震作用下弹性位移验算....................................423.10竖向荷载作用下框架内力计算...................................483.11框架内力组合.................................................703.12梁柱板截面设计...............................................703.13楼梯设计.....................................................793.14基础设计.....................................................824结论..............................................................93参考文献............................................................97致谢................................................................99附录1:PKPM电算数据..............................................101
本文标题:土木工程专业毕业设计计算书(001)
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