05级毕业设计

华中科技大学土木工程与力学学院2005级毕业设计计算书题目：某中学教学楼设计系别：建筑工程系专业：土木工程班级：0501学生姓名：岑文祥学号：012005001738指导教师：张耀庭完成日期：2009.5华中科技大学毕业设计论文II摘要华中科技大学土木工程专业2005级毕业设计的题目是“某中学教学楼设计”。本计算书的主要内容包括了该建筑的建筑设计与结构设计。教学楼为五层现浇钢筋混凝土框架结构。长92.02m，宽16.20m，高20.6m。考虑7度烈度设防，场地为二类，抗震设计分组为第一组，结构为三级抗震框架，基础采用柱下钢筋混凝土独立基础。在“建筑设计”部分中，确定并简要介绍了最终建筑设计方案，继而确定其具体建筑构造、建筑材料。在“结构设计”部分中，首先选择一榀框架进行手算，确定其计算简图与各个计算参数；然后根据建筑做法确定其所受荷载，计算梁、柱、板与基础的内力；最后分别进行各构件的配筋计算。在计算书的最后部分进行了PKPM电算验算，以保证计算成果的可靠性。对手算与电算的结果进行了对比，并做了简单的分析。关键字：毕业设计，教学楼，框架结构，PKPM华中科技大学毕业设计论文IIIAbstractThetopicofHUSTCE2005classgraduationdesignisthedesignfortheteachingbuildingofamiddleschool.Themaincontentofthecalculationbookincludesthearchitecturedesignandstructuraldesign.Theteachingbuildingisreinforcementconcreteframewithfivefloors.Thelengthofthearchitectureis92.02m,thewidthis16.20mandtheheightis20.6m.Thesiteintensityis7degreesandtheyardisclassifiedassecondcategoryonegroup,sothefameissetastriple-stageframeaccordingtocoherentstandard.Theformoffoundationchoosesisolatedfoundationunderthecolumn.Inthepartofarchitecturedesign,thelastarchitecturedesignprogramisdecided,atthesametime,accordingtotheprogramyoucanchoosetheconstructionaldetailsanddeterminethearchitecturematerials.Inthepartofstructuraldesign,first,atransverseframeischosentocalculatebyhand,andthenthecalculationpictureandsomeparameterscanbedetermined;second,youshouldcalculatetheloadconditionsubjecttotheframe,andcalculatetheforceinthebeam,column,boardandfoundation;atlast,theconditionofreinforcingofthecomponentofframecanbedetermined.Inthelastpartofcalculationbook,PKPMisusedtocheckthehandcomputation，thentheresultsofhangcomputationandzoomingiscomparedtoeachother,atlast,somesimpleamylasesaretriedtoexplainthedifferences.Keyword:graduationdesign,teachingbuilding,framestructural,PKPM华中科技大学毕业设计论文IV目录摘要.........................................................................................................IIABSTRACT...............................................................................................III1、建筑设计.................................................................................................11.1建筑设计概况.......................................................................................................11.2建筑平面设计.......................................................................................................11.3建筑立面设计.......................................................................................................21.4建筑构造与做法...................................................................................................72、结构选型及结构布置..........................................................................112.1材料选择.............................................................................................................112.2板、梁、柱截面尺寸估算.................................................................................112.3结构计算简图.....................................................................................................153、荷载计算...............................................................................................183.1构件自重计算.....................................................................................................183.2恒荷载计算.........................................................................................................223.3活荷载计算.........................................................................................................263.4风荷载计算.........................................................................................................293.5水平地震荷载计算.............................................................................................313.6抗震变形验算.....................................................................................................374、⑥轴框架内力计算..............................................................................384.1恒荷载作用下结构内力计算.............................................................................384.2活荷载作用下结构内力计算.............................................................................514.3风荷载作用下结构内力计算.............................................................................644.4水平地震荷载作用下结构内力计算.................................................................75华中科技大学毕业设计论文V5、内力组合...............................................................................................835.1弯矩调幅.............................................................................................................835.2内力调整.............................................................................................................855.3内力组合.............................................................................................................905.4地震作用效应调整...........................................................................................1016、框架截面设计....................................................................................1096.1框架梁截面设计...............................................................................................1096.2框架柱截面设计..........................