某6层框架结构煤气公司办公楼毕业设计（计算书+图纸）[面积4521]

毕设基本摘要

本次毕业设计是一幢办公楼，主要进行的是结构设计部分。
结构设计的阶段大体可以分为三个阶段：
一 结构方案阶段：根据建筑的重要性，建筑所在地的抗震设防烈度，工程地质勘查报告，建筑场地的类别及建筑的高度和层数来确定建筑的结构形式，本工程采用的是框架结构；基础形式采用柱下独立基础和联合基础，楼梯为钢筋混凝土现浇板式楼梯。
二 结构计算阶段：包括竖向恒，活荷载下的荷载计算和内力计算，水平风荷载的计算，地震作用的计算，水平风荷载作用下的内力计算，水平地震荷载下的内力计算，内力组合，梁板柱的配筋，楼梯计算，基础设计。采用底部剪力法计算地震作用，恒载和活载的内力计算采用弯矩二次分配法，风载和地震作用下的内力计算采用D值法。
三 施工图设计阶段：根据上述计算结果，来最终确定构件布置和构件配筋以及根据规范的要求来确定结构构件的构造措施。
整个方案设计基本符合设计和结构要求，具有一定的创造性和合理性。
关键词：钢筋混凝土框架结构；荷载计算；内力计算；配筋计算；抗震设计，结构施工图。

This graduation project is an office building , it was some of structural design that mainly carried on.
The stage of the structural design can be divided into three stages on the whole:
1. Structural scheme stage: According to the importance of the building, providing fortification against earthquakes in the earthquake intensity, the geologic prospect report of the project of the building site, classification and height and storey of the building of the building field are counted to confirm the structural form of architecture, what this project is adopted is frame structure。single-column footing and slab stair 。
2. Calculate stage in structure: Including loading and calculating, the internal force is calculated and calculated with the component; The design of a plane frame concluded following parts: selection of structure, calculation of load, analysis of internal force, combination of internal force and distribution of the reinforcing bar in the cross section of columns and beams. In the design dead load, live load, wind and earthquake are required to be considered in order to be familiar with the whole procedure. The earthquake load is acquired by bottom-shear method. The frame internal forces under vertical dead and live load were calculated by layer-method and ones under horizontal wind and earthquake load were gotten by D method.
3. Construction drawings design phase: According to described above result of calculation, come, confirm component assign with component mixing muscling and coming, confirming structural structure measuring of component according to the request of norm finally.
The structural design met the requirement and code and also was economical and reasonable.
Keyword: R.C. structure, calculation of load, analysis of internal force, reinforced bar, seismic design

建筑面积：4521m²
建筑层数：6层
建筑高度：22.40m
结构类型：框架结构
文件内容：计算书+图纸

计算书部分内容展示
计算书.pdf (4.08 MB, 下载次数: 0, 售价: 20 积分)

2016-3-26 00:17 上传

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