综合办公楼毕业设计计算书

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1、I 摘 要 本设计为 10 层综合办公楼， 拟建于大庆市区,总建筑面积 11596m2,总高度 33.6 m, 底部层高 3.9 m，标准层高 3.3 m。主体采用框架结构体系，基础采用桩基础。度抗 震设防，二类场地。 本设计的内容包括建筑设计和结构设计两部分。 建筑设计阶段根据房屋的使用功能及建筑设计的要求，进行了建筑平面，立面剖 面及防火疏散设计。 结构设计阶段进行了结构平面布置、估算截面尺寸、荷载计算、侧移验算、内力 计算、 内力组合及构件设计等工作， 水平地震作用下， 框架采用底部剪力法进行计算。 竖向荷载作用下框架内力采用二次分配法。基础采用桩基础。并完成了结构设计说明 及标准层结构

2、平面布置图、框架配筋图、基础结构施工图。 关键词：高层办公楼；现浇钢筋混凝土框架；桩基础；内力组合；配筋计算 II Abstract This design is an 11-story office building, planned to be built in the urban area of Daq -ing, whose total floor area is 11596 square meters, 33.6 meters tall. Base building stor-e h eight is 3.9meters.Standard building store height

3、is 3.3meters. And the main body adop-ts t he structure system of all cast-in-place reinforced concrete frames .the foundation uses the pile foundation. 7earth quake resistance garrisons, two kinds of locations are adopted . The content originally designed includes two parts, which are architectural

4、design and structural design. According to house use function and architectural design request, it has carried on the construction plane, and set up the surface prolife and the section plane design. The stage of structural design carries on structure assign, sectional size estimating, loa d calculat

5、ing, side movable checking, strength calculating, strength making up and compon ent design and so on Moreover, I also complete the specification of structure, its assignme nt, its steel assignment, stair, canopy, and infrastructure construction drawing. And its base adopts the form of reinforced con

6、crete foundation of stake. Under horizontal earthquake ef fect, this frame system adopts shear strength calculation of the end. And under vertical load effect, strength calculating adopts the second time division approach. Key words: Highlevel office building; Cast-in-place reinforced concrete frame; Pile foundation； force combination;reinforcing steel bar calculating. III 目 录 第 1 章 建筑设计 . 1 1.1 设计主题 . 1 1.2 设计思想 . 1 1.3 场地选择及平立剖面设计 . 1 1.4 构造设计 . 2 1.5 防水设计 . 2 1.6 防火设计 . 3 1.7 楼梯、电梯的设置 . 3 1.