发布时间 : 星期六 文章[学士]五层框架结构中学教学楼毕业设计计算书 - 图文更新完毕开始阅读3dbf6ed0482fb4daa48d4bdc
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
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Abstract
The project is in Tianjin Yangliuqing three school buildings ( Tianjinxiqu area ) design, including building layout and structural design in two parts. The five-story building is of reinforced concrete frame structure , with a total construction area of 5159.7m2, total building height of 18.900m. Which completed a graphic design architecture, design and facade profile design . The College floor building shape is used more conventional rectangular . Calculation takes into account the structure of the vertical load dead load , live load and horizontal load of earthquake , wind load , and the load level assigned to the structural frame , respectively, with D value method and Moment Distribution Method calculation of wind loads, live loads and internal forces under constant loads member, and a combination of internal forces specimens of the framework, cross-sectional design and reinforcement . Hand counting procedure to excel in the use of software to calculate the data. Finally, the use of the software PKPM Computing , and the results were compared with the hand count of reinforcement to modify , and draw on each floor beams, slabs, columns , foundations, stairs construction drawing .
Keywords : laboratory building ; framework ; architectural design ; structural design ii
目 录
摘 要 ............................................................................................................................... i Abstract ............................................................................................................................ ii 目 录…………………………..………………………………………………………iii 1绪论 ............................................................................................................................... 7 2建筑说明 ....................................................................................................................... 9
2.1工程概况 ............................................................................................................. 9
2.1.1基本资料 ................................................................................................... 9 2.1.2建筑构造做法 ........................................................................................... 9 2.1.3使用荷载标准值 ..................................................................................... 14 2.1.4自然条件 ................................................................................................. 14 2.1.5抗震设防 ................................................................................................. 14 2.1.6地质勘探资料 ......................................................................................... 14 2.1.7材料 ......................................................................................................... 15 2.2设计要求 ........................................................................................................... 15 2.2.1计算方法及内容 ..................................................................................... 15 2.2.2计算书 ..................................................................................................... 15 2.2.3图纸内容 ................................................................................................. 15 3结构设计流程 ............................................................................................................. 17 4结构方案选型与结构布置 ......................................................................................... 18
4.1框架柱 ............................................................................................................... 18 4.2框架梁 ............................................................................................................... 18 5荷载计算 ..................................................................................................................... 21
5.1荷载分类计算 ................................................................................................... 21
5.1.1屋面荷载 ................................................................................................. 21 5.1.2楼面荷载 ................................................................................................. 21 5.1.3楼梯间荷载 ............................................................................................. 21
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