土木工程本科毕业设计计算书

I辽宁广播电视大学开放教育试点土木工程专业（本科）毕业设计论文设计题目:咸阳市实验中学新校园-教学楼设计（B方案）电大分校：鞍山电大学生姓名：勾长明学号：1421001200099指导教师：梁艳秋完成日期：2016、11、15II咸阳市实验中学新校园-教学楼设计（B方案）摘要毕业设计是我们专业课学习的最后一个综合实践性教学环节。本文主要介绍了咸阳市实验中学新校园教学楼设计过程，在设计中认真贯彻了“安全、适用、经济、美观”的设计原则，采用钢筋混凝土框架结构，经过合理分析和比较之后进行设计。本设计主要包括建筑设计和结构设计两部分。建筑设计包括：平面设计、立面设计、剖面设计。结构设计包括：结构选型，梁、柱等构件尺寸的确定，重力荷载计算，横向水平风荷载作用下框架结构的内力和侧移计算，水平地震作用下横向框架内力分析，竖向荷载作用下横向框架的内力分析，内力组合以及截面设计、楼板设计、楼梯设计和基础设计。其中,基础设计又包括基础选型、基础平面布置、地基承载力计算等。在设计的过程中我严格按照专业相关规范及有关规定进行设计，设计过程中采用的计算方法均是参照有关规范或图集和其他参考书籍。关键词：混凝土结构；框架结构；结构计算；内力分析；截面设计IIITheDesignofxianyangMiddleSchoolOfficeBuildingAbstractThedesignprojectionforgraduationisthelastpracticeteachingsegmentofstudyofourspecializedcourses.ThispaperdescribestheprimarydesignprocessofXianyangmiddleschoolofficebuilding.Iimplementthedesignprincipleofsafe,suitable,economic,andaestheticconscientiouslyduringthedesign,adopttheframeconstructionofreinforcedcongcrete,andbegintodesignafterrationalanalysisandcomparison.Thisdesignmainlyincludesthearchitecturaldesignandstructuraldesign.Thearchitecturaldesignincludestheplanedesign,elevationdesignandsectiondesignwhilethestructuredesignincludesthestyle,thesizeofbeamsandpillarsetc.,thecalculationofgravityload,thecalculationofinternalforceandlateraldisplacementundertheactionofthehorizontalwindload,theinternalforceanalysisofthecrosswiseframeinthefunctionofthehorizontalearthquakes,theverticalload.Andalsoincludesthedintcombine,sectiondesign,foundationdesignandstairdesign.Foundationdesignconsistsoftype,layout,andcalculationoffoundation..DuringthewholedesignIfollowthespecificationsstrictlyanddothecalculationcarefullyreferringtothespecificationsandatlasorotherbooks.Keywords：concreteconstruction,framestructure,structuralcalculation,internalforceanalysis,sectiondesign,IV目录中文摘要……………………………………...................................I英文摘要……………………………………………..............................II主要符号表………………………..........................................................VI第一章建筑设计说明.........................................11.1工程概况...................................................11.2设计原始资料...............................................11.2.1气象.................................................11.2.2工程地质条件........................................11.3建筑平面设计...............................................21.4建筑立面设计...............................................21.5建筑剖面设计...............................................21.6土建设计...................................................2第二章结构设计说明..........................................42.1工程地质条件...............................................42.2基础.......................................................42.3设计活载荷载标准值.........................................42.4材料.......................................................42.5构造要求...................................................4第三章结构设计计算书..........................................53.1工程概况...................................................5V3.2结构布置及计算简图.........................................53.3重力荷载计算...............................................83.3.1屋面及楼面的永久荷载标准值..........................83.3.2屋面及楼面可变荷载标准值.............................83.3.3梁、柱重力荷载计算..................................93.3.4墙、门窗重力荷载计算................................93.3.5重力荷载代表值......................................93.4框架侧移刚度计算..........................................103.5横向水平荷载作用下框架结构的内力和侧移计算................133.5.1横向水平地震作用下框架结构的内力和侧移计算.........133.6竖向荷载作用下框架结构的内力计算..........................183.6.1横向框架内力计算...................................183.6.2横向框架内力组合...................................27第四章截面设计.........................................724.1梁截面设计...............................................724.1.1梁的正截面受弯承载力计算：..........................724.1.2梁斜截面受剪承载力计算..............................734.2柱截面设计................................................744.2.1剪跨比和轴压比验算..................................744.2.2柱正截面承载力计算..................................754.2.3柱斜截面受剪承载力计算..............................754.3框架梁、柱节点核芯区截面抗震验算..........................76第五章板的设计.........................................785.1设计资料..................................................78VI5.2荷载计算..................................................785.3内力计算..................................................805.4截面设计..................................................80第六章楼梯设计.......................................826.1设计资料：................................................826.2踏步板计算：..............................................826.3楼梯折板计算（150厚折板）.................................836.4平台梁计算（200×400）....................................836.5平台板计算................................................84第七章基础设计.........................................867.1设计资料：................................................867.2独立基础：................................................867.3条形基础..................................................86第八章框架电算结果比较......................................93总结........................................94参考文献........................................95致谢.......................................