六层办公楼浇钢筋混凝土框架结构建筑与结构设计+CAD图纸(2)
7.5.5 承台受弯计算 68
7.5.5 承台局部受压验算 68
7.6 二桩承台计算过程 69
7.6.1 基本资料 69
7.6.2 单桩承载力验算 69
7.6.3 承台受冲切承载力验算 69
7.6.4 承台受剪切验算 71
7.6.5 承台受弯计算 71
7.6.5 承台局部受压验算 71
7.7 三桩承台计算过程 71
7.7.1 基本资料 71
7.7.2 单桩承载力验算 72
7.7.3 承台受冲切承载力验算 72
7.7.4 承台受剪切验算 73
7.7.5 承台受弯计算 74
7.7.5 承台局部受压验算 74
《主要参考文献和所用设计规范》 75
致 谢 76
第8章 附 图
8.1 各层平面简图
8.2 各层混凝土配筋构件及钢构件应力比简图
8.3 各层梁、墙柱节点荷载平面图
8.4 各层现浇板计算配筋图
8.5 D+L
上海三灶工业园区配套综合办公楼建筑与结构设计
摘要：本设计为上海三灶工业园区配套综合办公楼建筑与结构设计，结构型式为现浇钢筋混凝土框架结构，屋盖及楼盖采用现浇式结构。地上吹冰层。高度为21.9米。设计内容主要为结构设计。结构设计过程包括结构方案的确定、结构计算和结构制图。首先进行结构方案的确定，结构布置尽量使得平面形状和立面体形简单、规则，使各部分刚度均匀对称，减少结构产生扭转的可能性。结构方案确定后进行结构计算，学习并运用通用建筑结构设计软件——PKPM建立模型、进行上部结构的整体计算。依据计算结果按制图标准绘制了结构施工图。
关键词：办公楼，现浇钢筋混凝土框架结构，结构设计6893
The Structure Design of Shanghai Sanzao Industrial Park supporting architectural and structural design of comprehensive office building
Abstract：The project which has been designed is the structure design of Shanghai Sanzao Industrial Park supporting architectural and structural design of comprehensive office building. The structure of building is cast-in-place reinforced concrete frame system. Roof and floor cast-in-situ type structure. It has 6 floors on the ground.Its height is 21.9 meters. The design mainly includes the structure design. The structural design process mainly concludes three steps: choosing the structural program, structural calculation and structure drawing. First, a suitable program was established. The structural arrangement should make the plane shape and bodily form simple and regulate. So, the stiffness of each part will be uniform and symmetry. In this way, the possibility of distortion will be reduced. Structural calculation involves the following contents: framework, slab, foundation and stairs. One frame was chosen to compute. Then structural design software—PKPM was used to calculate the structure on the ground. The structural drawings were drawn according to the calculated results.
KeyWords：office building；cast-in-place reinforced concrete frame system; structure design;
1 建筑方案设计
1.1 设计依据
地质报告参考同济大学建筑设计研究院(集团)有限公司2011年9月23号《同济大学彰武路校区岩土工程勘察中间报告》
[1] 《建筑结构荷载规范》(GB 50009-2001)2006年版；
[2] 《建筑抗震设防分类标准》(GB 50223-2010)；
[3] 《建筑抗震设计规范》(GB 50011-2010)；