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1、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33.6m,底部层高3.9m，标准层高3.3m。主体采用框架结构体系，基础采用桩基础。７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平面布置图、框架配
2、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64AbstractThis 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 height is 3.9meters.Standard building store height
3、 is 3.3meters. And the main body adop-ts the 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 ar
4、e architectural 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 s
5、ize estimating, load calculating, side movable checking, strength calculating, strength making up and component design and so on.. Moreover, I also complete the specification of structure, its assignment, its steel assignment, stair, canopy, and infrastructure construction drawing.
6、And its base adopts the form of reinforced concrete foundation of stake. Under horizontal earthquake effect, 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: Highle
7、vel office building; Cast-in-place reinforced concrete frame; Pile foundation；forcecombination;reinforcingsteelbarcalculating.64目录第1章建筑设计11.1设计主题11.2设计思想11.3场地选择及平立剖面设计11.4构造设计21.5防水设计21.6防火设计31.7楼梯、电梯的设置31.8建筑所用材料31.9交通与疏散41.10抗震分析4第2章结构设计52.1结构选型分析52.2结构基本尺寸的初步确定62.3重力荷载计算82.4横向侧移刚
8、度计算122.5横向水平
