土木工程框架结构设计毕业论文

任务书I郑州大学远程教育学院土木工程专业（2013级本科生）毕业设计任务书设计题目：***办公楼指导教师：王海燕郑州大学土木工程学院2015年1月任务书II中南大学网络教育毕业论文（设计）任务书学生姓名王俊学号12111560321034管理中心河南电大入学时间2012年秋专业土木工程学习中心河南电大毕业论文（设计）题目土木工程框架结构设计题目类型[1]①理论研究题目来源[2]④学生自选题毕业论文（设计）时间2014年9月1日至2014年11月10日1．毕业论文（设计）内容要求（或内容纲要；字数500字）：一、基本要求1.以严肃认真的科学态度和求实的工作作风，根据毕业论文的规范化要求，认真进行准备与撰写。2.阅读与本课题相关的文献资料，尽可能进行社会调查和综合分析；3.独立思考，勇于创新，培养独立的研究能力，绝不抄袭他人研究成果；4.观点正确、论据充分、资料翔实、文字流畅，布局合理、结构严谨、理论联系实际；5.格式规范，按照统一的标准排版打印6.毕业设计大学四年最后的实践性演练，对我们的综合素质和毕业后实际工作能力、适应社会能力的提高有着不可忽视的作用。在毕业设计过程中，能系统化的运用头脑里的知识框架，充分调动工作积极性，以及操作制图能力等。二、内容纲要本课题为某市科技办公楼的设计，4层，建筑面积约3000m2，长42m，宽16.8m，高14.95m。采用钢筋混凝土框架结构。首先，根据设计出的建筑方案及所选用的建筑材料及做法，确定结构计算简图，进行荷载和内力计算，绘制了相应的内力图；其次，进行结构内力组合，确定结构控制截面的弯矩、剪力和轴力设计值。最后，根据已经计算出的结构控制截面的内力值，对梁、板、柱、基础等进行配筋计算，并绘制了相应的结构施工图。同时，本文采用PKPM软件进行电算，以保证计算结果的可靠性，并达到同手算结果对比、分析的目的。[1]题目类型：①理论研究，②实验研究，③工程设计，④工程技术研究，⑤软件开发。[2]题目来源：①工作任务题，②生产实际题，③模拟或虚构题，④学生自选题。任务书III本任务书必须网上报送学院，学院审批通过后，下载放置在学生论文首页。2．主要参考资料：期刊文献书写规范：作者，论文篇名，刊物名，出版年，卷（期），论文在刊物中的页码。图书文献书写规范：作者，书名，出版地，出版社，出版日期，引用内容所在页。[1]GB50010-2002，混凝土结构设计规范.[2]GB50003-2001，砌体结构设计规范.[3]GB50007-2002，建筑地基基础设计规范.[4]GB50010-2002，混凝土结构设计规范.[5]GB50011-2001，建筑抗震设计规范.3．毕业论文（设计）进度安排：起止时间阶段内容2014年9月1日—2014年9月20日确定选题，收集资料，完成任务数2014年9月20日—2014年10月10日完成初稿20014年10月10日-2014年10月30日完成终稿2014年11月初论文答辩指导教师网络教育学院主管院长李国强2014年9月日年月日摘要摘要本课题为某市科技办公楼的设计，4层，建筑面积约3000m2，长42m，宽16.8m，高14.95m。采用钢筋混凝土框架结构。首先，根据设计出的建筑方案及所选用的建筑材料及做法，确定结构计算简图，进行荷载和内力计算，绘制了相应的内力图；其次，进行结构内力组合，确定结构控制截面的弯矩、剪力和轴力设计值。最后，根据已经计算出的结构控制截面的内力值，对梁、板、柱、基础等进行配筋计算，并绘制了相应的结构施工图。同时，本文采用PKPM软件进行电算，以保证计算结果的可靠性，并达到同手算结果对比、分析的目的。摘要AbstractThetopicforthedesign,inacityofscienceandtechnologyofficebuilding4storey,constructionareaofabout3000m2,length42m,width16.8m,high14.95m.Theuseofreinforcedconcreteframestructure.Firstly,accordingtotheconstructionplandesignandselectionofbuildingmaterialsandpractices,determinethestructurecalculationdiagram,calculationofloadandinternalforce,drawinginternalforcediagramcorresponding;secondly,carriesonthestructureendogenicforcecombination,determinethebendingmoment,shearforceandaxialforcestructurecontrolsectionofthedesignvalue.Finally,accordingtotheinternalforceofstructurehasbeencalculatedbythevalueofthecontrolsection,reinforcementcalculationofbeam,plate,column,foundation,anddrawthecorrespondingstructureconstructionplan.Atthesametime,thispaperusingcomputersoftwarePKPM,inordertoensurethereliabilityofthecalculatedresults,andachievethesamehandcountresultscomparison,thepurposeoftheanalysis.目录I目录前言··············································································································1第1章设计资料·····························································································21.1工程概况································································································21.2设计标高································································································21.3气象资料································································································21.4工程地质资料··························································································21.5抗震烈度································································································21.6墙身做法································································································21.7门窗做法································································································21.8所用材料································································································2第2章荷载计算·····························································································53.1恒载计算································································································53.1.1屋面框架梁线荷载标准值·····································································53.1.2楼面框架梁线荷载标准值·····································································53.1.3屋面框架节点集中荷载标准值·······························································63.1.4楼面框架节点集中荷载标准值·······························································63.2活荷载计算·····························································································73.2.1屋面活荷载·······················································································73.2.2楼面活荷载·······················································································83.3风荷载计算·····························································································83.4地震作用计算··························································································93.4.1重力荷载代表值计算···········································································93.4.2框架刚度计算···················································································113.4.3结构基本周期的计算··········································································123.4.4多遇水平地震作用标准值计算······························································133.4.5横向框架弹性变形验算·······································································13第3章内力计算·······································