土木工程毕业设计某实验楼设计

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2012届毕业设计(论文)长沙市第二中学综合实验楼设计教学部:包装与土木工程教学部专业:土木工程学生姓名:班级:建工0802学号指导教师姓名:职称副教授最终评定成绩2012年5月湖南工业大学科技学院毕业设计(论文)长沙市第二中学综合实验楼设计教学部:包装与土木工程教学部专业:土木工程2012年5月湖南工业大学科技学院毕业设计(论文)I摘要本设计是根据《建筑结构荷载设计规范》(GB50009—2001)、《建筑抗震设计规范》(GB50011—2001)、《建筑地基基础设计规范》(GB50007-2002)、《混凝土结构设计规范》(GB50010—2002)、《建筑结构制图标准》(GB/T50105-2001),并按毕业设计任务书的要求且基于AutoCAD、天正建筑、PKPM等专业软件完成的。设计内容包括建筑设计、结构设计、施工组织设计三大部分。设计成果主要包括建筑方案的确定、建筑平面设计、建筑立面设计、结构平面布置及选型、框架结构的计算、基础和楼梯的计算、施工进度计划的制定、施工组织设计方案的确定,手工绘制的一榀框架和基础的结构施工图,电脑绘制的建筑施工图、平法结构施工图、基础和楼梯施工详图、施工网络进度计划图、施工组织设计总平面图等。按照结构计算过程及毕业设计文本格式要求编制了结构计算书。设计深度和广度达到了《毕业设计任务书》的要求。本设计建筑功能齐全,结构安全、合理,施工布置及进度安排合理。关键词:建筑设计,结构设计,施工组织设计,内力计算,配筋计算湖南工业大学科技学院毕业设计(论文)IIABSTRACTThisdesignwasaccomplishedaccordingtotheLoadcodeforthedesignofbuildingstructures(GB50010-2002),Codeforseismicdesignofbuilding(GB50101-2001),Codefordesignofbuildingfoundation(GB5007-2002),Codefordesignofconcretestructures(GB50009-2002),“Standardforstructuraldrawings”(GB/T5105-2001),andinaccordancewiththerequirementofthe“bookofdesigntask”,andbymeansofuseoftheprofessionaldesignsoftwaresuchastheAutoCAD2004,TC7.0、PKPM2005etc.Thecontentsofdesignincludethedesignofarchitecture,structureandconstructionschedule.Themainresultsofdesigncontainthearchitecturalprogramdetermined,thearchitecturalplanedesign,thearchitecturalelevationdesign,thestructurallayoutselection,theartificialcalculationofaframestructureandartificialcalculationofafoundationandastairs,theconstructionscheduleformulated,designofconstructionalarrangement,thestructuralconstructiondrawingsdonebyhandforaframeandafoundation,thearchitecturalconstructiondrawingsandthestructuralconstructiondrawingsandthedetaildrawingsofconstructionanddrawingsofnetworkplansofconstructionandthetotalplanedrawingofconstructionalorganizationdesignbymeansofcomputer.the“calculationbook”wasdrawnupaccordingtothecalculationprocessandtherequirementoftextformat.Thedegreeofdepthandscopeofdesignmettherequirementofthe“bookofdesigntask”.Thisbuildingfinishedpossessescompletelyarchitecturalfunction,safeandreasonablestructure.Thescenearrangementandtimescheduleofconstructionisreasonabletoo.Keywords:Architecturaldesign,Structuraldesign,Designofconstructionorganization,Calculateofinternalforce,Calculateofreinforcements湖南工业大学科技学院毕业设计(论文)III目录第1章绪论························································································11.1工程名称·····················································································11.2工程概况····················································································11.3工程地质情况···············································································11.4荷载···························································································11.5抗震设防烈度···············································································11.6材料强度等级···············································································11.7参考图集及规范············································································1第2章结构选型·················································································22.1结构体系选型···············································································22.2其它结构选型···············································································2第3章结构平面布置··········································································3第4章截面尺寸估算··········································································44.1计算单元的选取············································································44.2梁截面尺寸估算············································································44.3柱截面尺寸估算···········································································5第5章荷载计算·················································································55.1楼面恒荷载标准值的计算································································65.2楼面活荷载标准值的取值································································85.3竖向荷载下的框架受荷总图····························································85.3.1框架梁受荷计算······································································85.3.2框架柱受荷计算······································································95.4横向风荷载计算···········································································12第6章梁柱线刚度计算·····································································126.1框架柱线刚度的计算·····································································136.2框架梁线刚度的计算····································································13第7章框架的侧移验算·····································································157.1框架各柱侧移刚度D的计算···························································15湖南工业大学科技学院毕业设计(论文)IV7.2框架侧移验算·············································································16第8章内力计算················································································168.1水平荷载作用下框架的内力计算······················································178.1.1框架柱反弯点位置、杆端和梁端弯矩的确定································178.1.2风荷载作用下内力计算··················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