科研办公楼建筑设计、结构设计毕业设计

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1、I 本科毕业设计 科研办公楼建筑设计、结构设计 2012 年 6 月 摘要 本设计 5 层办公楼，总建筑面积约 5467 平方米。标准层高 3.8 米。主 体采用框架结构体系，填充墙采用陶粒混凝土砌块墙，基础采用独立基础。 毕业设计目的是熟悉多层建筑结构设计的步骤，方法，掌握结构设计的 全过程。根据毕业设计任务书的要求，以现行国家相关规程、规范为依据， 严格按照实际设计顺序，全面、详细的进行结构设计，对某中学教学楼的结 构进行了完整的设计。主要内容包括结构平面布置及计算简图确定、荷载计 算、板、梁、柱的内力计算，配筋计算。采用弯矩分配法进行一榀框架在竖 向荷载作用下的内力分析，采用 D 值法计

2、算横向框架在水平地震以及风荷 载作用下的的内力分析，采用底部剪力法计算横向水平地震作用，以及框架 梁柱的内力组合、截面设计及配筋计算。进行了独立基础的设计和板式楼梯 的设计。以表格的形式汇总了设计过程中的许多参数，其中还附有设计过程 中的许多内力图及计算简图。 关键词关键词:结构设计；内力分析；变形验算；内力组合 III Abstract The body of this design is a 5-story cultivating building, and the total floor area is about 5,467 square meters. The main height

3、 of the floor is 3.8 meters. The body uses the portal frame construction system, the packing wall uses the hollow clay block, and the foundation uses the pile foundation. The purpose of the designs is to make me farniliar with procedure and method of high-floor architectural designs, to master the w

4、hole process-from outline design, sophisticated design, to structural one. Strictly according to the sequence of practical design, architectural and structural designs are carried out wholy and detailedly. Contents of the design are as following: outline design for architecture bar disposal for ever

5、y floor planks, floor beams and ceiling planks, internal force analysis by means of Layer Division for rows of a horizanfal frame and a longitudinal one affected by vertical load, internal force analysis and deformitys checking computations by means of D-value for rows of a horizontal frame and a hn

6、gitudinal one affected by horizontal load, internal force composing: cross-sectional designs and joints designs for frame beams and columns and columns ,calculations and reinforcing bar disposal for stairs and basis. Lots of parameters are gathered by the form of tables. The consultation and use method of standards have been familiarized and preliminarily mastered. All the above-presented exposition could be used for reference in my future career. Keywords: Structural design; Analysis of inte