[学士]五层框架结构中学教学楼毕业论文计算书.doc

范文范例 值得参考 word完美 整理版 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 范文范例 值得参考 word完美 整理版 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 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  目 录 TOC \o 1-3 \h \z \u HYPERLINK \l _Toc389636358 摘 要 PAGEREF _Toc389636358 \h