土木工程某框架小学教学楼毕业设计

华北水利水电学院毕业设计1目录1、毕业设计任务书..................................................61.1毕业设计的目的..............................................61.2主要设计内容................................................71.3主要技术指标或主要设计参数..................................81.4设计成果要求................................................91.5参考书目...................................................102、毕业设计开题报告...............................................112.1选题背景及依据.............................................112.1.1设计内容..............................................112.1.2框架结构的发展趋势....................................112.1.3毕业设计任务的重要性..................................112.2设计任务概况...............................................122.2.1设计要求..............................................122.2.2气象条件..............................................132.2.3工程地质条件..........................................132.3设计方案...................................................132.3.1建筑方案..............................................142.3.2结构方案..............................................142.4参考文献...................................................163.结构计算书......................................................173.1工程概况...................................................173.1.1设计资料..............................................173.1.2建筑做法..............................................173.2结构选型、结构布置及结构计算简图...........................183.2.1结构选型..............................................183.2.2结构布置..............................................18华北水利水电学院毕业设计23.2.3梁柱截面尺寸初选......................................193.2.4结构计算简图..........................................193.3荷载计算...................................................203.3.1恒载计算..............................................203.3.2活荷载计算............................................263.3.3风荷载计算............................................273.4风荷载作用下的侧移验算.....................................293.4.1框架侧移刚度计算......................................293.4.2风荷载作用下的水平位移验算............................313.5.水平地震作用计算...........................................323.5.1重力荷载代表值计算....................................323.5.2框架柱抗侧刚度D和结构基本自振周期计算................343.5.3多遇水平地震作用计算..................................363.6.内力计算...................................................373.6.1恒载作用下的内力计算..................................373.6.2活载作用下的内力计算..................................513.6.3风荷载作用下的内力计算................................633.6.4地震作用下的内力计算..................................703.7.内力组合...................................................733.8.框架梁柱截面设计...........................................753.8.1框架横梁截面设计......................................753.8.2框架柱截面设计........................................803.8.3次梁计算..............................................863.9.板与楼梯设计...............................................883.9.1板计算................................................883.9.2楼梯计算..............................................983.10.基础设计.................................................1053.10.1作用在基础顶面的荷载计算............................1053.10.2A柱基础计算........................................108华北水利水电学院毕业设计33.10.3BC联合基础计算.....................................111致谢语.........................................................115参考文献.........................................................116附录一梁的内力组合表附录二柱的内力组合表附录三英文翻译原文附录四英文翻译译文华北水利水电学院毕业设计4摘要本设计是教学楼的结构设计，考虑建筑布置的要求，结构选型选择框架结构，结构布置尽量满足使用，耐久，美观三方面的要求。本设计选取教学楼的一榀作为计算模型，采用手算。其中恒载，活载的计算采用二次弯矩分配法，风荷载的计算采用D值法。在内力组合的过程中考虑荷载满跨布置，并考虑地震作用，找出荷载的最不利组合，并由此进行这一榀框架的配筋。在计算书中还进行了板配筋的计算和基础的计算。其余结构由PKPM软件进行计算。本设计主要包括两部分，第一是建筑设计，第二是结构设计。本着安全，适用，美观和节约的原则进行设计，主体采用内廊式结构，共三层，整个建筑外形呈平面外形，与周围其他建筑相互协调，既满足了实用要求也体现了美观。在选择材料方面优先考虑安全耐用，其次是价格合理经济实惠。整个建筑从方案选型到结构设计都严格按照设计手册及相关规范，在构造方面也进行充分考虑，以满足教学功能要求。关键词：框架；综合楼；D值法；二次弯矩分配华北水利水电学院毕业设计5AbstractThisdesignisastructuredesignfortacchingbuildingofzhengzhou，Consideringtherequirementtoarchitecturedistribution,chooseframeasthestructure,thedistributionofstructuretrytomeettherequirementsin3aspectsofutility,DurabilityandAesthetics.Thisdesignchoosesonestoryofthebuildingasthecalculationmodel,andcalculatedbyhand.HereinthecalculationofDeadLoadandLiveLoadappliedtheMomentRedistributionMethod.ThecalculationofWindLoadappliedMatrixDisplacementMethod.Duringtheprocessofinternalforcecombination,considerthecalculationoffullspandistributionload，andConsideredearthquake，togetthemostdisadvantageousLoadEffectCombination,hencecarryoutthereinforcementforthisframe.Inthecalculationsheet，alsotherearecalculationtotheslabreinforcementandfoundation.OtherstructureofthebuildingwillbecalculatedbySoftwarePKPM.Thedesigncontentmainlyincludestwomajorparts:Firstconstructionplandesign;Secondstructuraldesign.Inlinewithissafe,suitable,artisticandthefrugalprinciplecarriesonthedesign.Themainstructureusedwithinthecorridor,atotalofthree-story，flatshapeofthebuildinginshape,andmutualcoordinationofthesurroundingbuildings,bothtomeetthepracticalrequirementsalsoreflectsthebeautiful.Priorityinchoosingsafe,durablematerials,followedbythereasonablepricesaffordable.Selection