哈尔滨工业大学毕业设计（论文）

毕业设计（论文）

题 目 钢结构七层住宅楼

专 业 土木工程 学 号 1093310211 学 生 周鹏 指 导 教 师 黄锰、张有闻、胡庆立 答 辩 日 期 2013年7月1~2号

I

哈尔滨工业大学毕业设计（论文）

摘 要

钢结构住宅是目前我国重点推广的建设项目，是我国住宅工业化的发展方向，钢结构在多层住宅中的推广应用是非常有意义的。本设计为一多层钢结构住宅楼，进行了以下两部分的设计工作：

第一部分为建筑设计 建筑设计是在总体规划的前提下，根据任务书的要求，综合考虑地基环境，使用功能，结构施工，材料设备，建筑设计及建筑艺术问题，解决建筑物的使用功能和空间的安排。依据建筑物的概念，建筑方针的原则，完成了拟建住宅楼以下几方面的设计：建筑布局，基本户型确定，空间组合设计，屋面设计及建筑立面设计等等。

第二部分为结构设计 根据设计任务书的要求和《钢结构设计规范》的规定，本设计采用钢结构框架结构体系，结构设计由荷载计算框架结构的受力分析，计算和设计，楼板设计，楼梯设计和基础设计等组成。考虑风荷载对横向框架的影响，采用D值法计算内力。竖向荷载作用下，横向框架内力计算采用弯矩分配法计算，而内力组合比较了竖向荷载组合和竖向荷载与地震力组合时对框架梁、柱产生的不利影响，取两者中较大值对框架梁、柱进行截面设计。

第三部分为基础设计 根据设计任务书的要求和《地基基础设计规范》的规定，本工程采用柱下独立基础，部分柱距较小的地方采用联合基础。基础设计主要依据上部结构形式，传至基础顶端的内力以及建筑地点地质条件，对本工程进行基础计算、基础布置以及地基沉降计算。

关键词：钢结构 多层住宅 建筑设计 结构设计 基础设计

II

哈尔滨工业大学毕业设计（论文）

Abstract

The concrete frame living building is a kind of construction project that is energetically popularized by the country. It shows the direction of living building industrialization and it make sense the development. This design is for such a concrete frame building .

The first part is the architectural design.The architectural design is on the premise of master plan, according to the request of book, considering the base environment synthetically, the function of use, the structure constructs, material equipment, architectural design and artistic question of the building , solve the function of use of the building and arrangement in the space. Whether according to concept design of building, principle policy of building,the design should finish the following aspects. The overall arrangement of the building , the elementary cell is designed, the public part is designed, the space is made up and designed, the roofing is designed, the elevation design of the building and building fire prevention and design etc..

The second part is structural design. Structural design is consisted by calculation of wind load ,design of frame, stair design, board design with the foundation designing etc. making up. Should build provide fortification against earthquake intensity 7 , antidetonation grade for being tertiary , consider horizontal earthquake function impact on horizontal frame and apply the method of for force calculate ,Vertical to load function, horizontal frame internal force calculate and adopt the method of to assign France, and internal force makee up vertical to is it make up and not vertical to load with earthquake strength setting a roof beam in place to frame.

The third part based on the design according to the requirement of the design specification and code for design of building foundation \adopts the independent foundation under column, column spacing smaller place

connected with the joint base. Foundation design main basis upper structure form, the foundation to the top of the internal force and construction site geological conditions, this project on the basis of calculation, foundation and foundation settlement calculation.

Keywords: concrete frame living building; Multi-storey residential; the design of the Architecture;the design of the structure; the design of the foundation

III