[学士]五层框架结构中学教学楼毕业设计计算书VIP免费

毕业设计(论文)天津杨柳青三中教学楼设计学号：姓名：专业：土木工程系别：土木工程系指导教师：讲师二○一四年六月摘要本工程是天津市杨柳青三中教学楼（天津西青区）的设计，包括建筑布置和结构设计两部分。本建筑为五层钢筋混凝土框架结构，总建筑面积为5159.7m2，总建筑高度为18.900m。其中完成了建筑的平面设计、立面设计及剖面设计。本实验楼的建筑形状采用的是比较常规的矩形。结构计算中考虑了竖向荷载中的恒荷载、活荷载和水平方向荷载中的地震作用，并将水平的荷载分配到结构框架上，分别用D值法和弯矩二次分配法计算活荷载和恒荷载作用下构件的内力，并进行了一榀框架的内力组合、截面设计及配筋。手算过程中运用到了excel软件，来进行数据的计算。最后，还使用了PKPM软件进行电算，并与手算结果进行对比，对配筋进行修改，并绘出各楼层梁、板、柱、基础、楼梯的结构施工图。关键词：实验楼；框架结构；建筑设计；结构设计iAbstractTheprojectisinTianjinYangliuqingthreeschoolbuildings(Tianjinxiquarea)design,includingbuildinglayoutandstructuraldesignintwoparts.Thefive-storybuildingisofreinforcedconcreteframestructure,withatotalconstructionareaof5159.7m2,totalbuildingheightof18.900m.Whichcompletedagraphicdesignarchitecture,designandfacadeprofiledesign.TheCollegefloorbuildingshapeisusedmoreconventionalrectangular.Calculationtakesintoaccountthestructureoftheverticalloaddeadload,liveloadandhorizontalloadofearthquake,windload,andtheloadlevelassignedtothestructuralframe,respectively,withDvaluemethodandMomentDistributionMethodcalculationofwindloads,liveloadsandinternalforcesunderconstantloadsmember,andacombinationofinternalforcesspecimensoftheframework,cross-sectionaldesignandreinforcement.Handcountingproceduretoexcelintheuseofsoftwaretocalculatethedata.Finally,theuseofthesoftwarePKPMComputing,andtheresultswerecomparedwiththehandcountofreinforcementtomodify,anddrawoneachfloorbeams,slabs,columns,foundations,stairsconstructiondrawing.Keywords:laboratorybuilding;framework;architecturaldesign;structuraldesignii目录摘要..................................................................................................................................iAbstract............................................................................................................................ii目录…………………………..………………………………………………………iii1绪论................................................................................................................................62建筑说明........................................................................................................................82.1工程概况..............................................................................................................82.1.1基本资料....................................................................................................82.1.2建筑构造做法............................................................................................82.1.3使用荷载标准值......................................................................................132.1.4自然条件..................................................................................................132.1.5抗震设防..................................................................................................132.1.6地质勘探资料..........................................................................................132.1.7材料.........................................................