太原市某4层办公楼毕业设计（计算书+图纸）[面积4000]

毕设基本摘要

摘 要
本文为办公楼设计计算书。该楼建筑面积约4000 ，根据建筑设计、抗震方面等的要求，确定合理的结构方案和结构布置方案，确定框架、基础的形式。根据要求采用了钢筋混凝土结构。
本设计中选取一榀主框架以及一层楼板进行截面设计及配筋计算。首先根据框架布局确定各构件尺寸，进行恒载、活载及风荷载的统计。然后再进行竖向荷载作用下的结构内力计算，水平荷载采用D值法进行计算。之后进行内力组合分析，找出最不利的一组内力，进行构件计算。楼板采用弹性理论设计，并进行柱下独立基础的配筋设计。除此之外，还进行了楼梯的设计计算。最后，根据计算结果，按照相应的构造要求，绘制了结构施工图，并写出了相应的设计说明。
本设计的特点之一，运用了所学过的很多理论，计算中多种计算方法得到体现，如D值法，弯矩分配法，分层法等，使自己掌握了多方面的知识。
关键词：框架；框架设计；内力

ABSTRACT
A building of office was designed in this paper.The building area is about 4000 .According to the office design and the earthquake resistance,the reasonable structural scheme and structural foundation plan was determined.
One lateral frame and slab was selected and calculated.First,depth and width of sections were determined,and dead load ,live load,wind load were determined.Then the internal forces of the structure under vertical load were calculated.The D-method was used for caculating the wind load.After the combination of internal forces,the most unfavorable combination of internal forces was identified.Then the necessary reinforcement in beams and columns was determined.The elastic theory was used for calculating slab.In addition,the single-foundation and combined foundation were designed.The stairway and canopy were also designed.Finally according to the calculated results and detail, blueprints of the structure had been completed.
The advantage in this design was that many theories studied in university in four years was used.The many kinds of computational methods was manifested in the computation,like D-method,the moment assignment-method,delamination and so on,so which caused myself to grasp the various knowledge.
Key Words:  frame；structural design；internal force

建筑面积：4000m²
建筑层数：4层
建筑高度：15.4m
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
南博晴计算书.pdf (1.37 MB, 下载次数: 6)

2015-11-2 14:13 上传

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