毕业论文--某某框架结构高校办公楼的设计论文

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1、某框架结构高校办公楼设计某框架结构高校办公楼设计摘摘 要要随着时代的发展,办公楼硬件设施也必须跟得上时代的步伐,因此,相应的对办 公楼建设的要求也越来越高。办公楼是一所学校形象的重要代表,也是我们非常熟悉 的建筑物,办公楼的建筑设计美不仅要外观符合时代的需要大方、得体、体现时代特 色,此外还必须有较高的实用性、经济性、以满足学校老师及其他工作人员的实际需 要为根本目的。 通过查阅相关资料,并将资料进行总结和研究,发现混凝土框架结构有以下特点: 框架结构整体性强、抗腐蚀能力强、经久耐用,并且房间的开间,进深相对较大能为 建筑提供灵活的使用空间,空间分割较自由,建筑主体大都采用框架结构,或框架剪

2、力墙结构,以满足现代公共建筑的布置灵活、大开间、大进深的要求。 办公楼建筑面积较大,使用人员众多,流动性大,一般布置为内廊式建筑,必须 考虑对消防、防火的要求,保证进出建筑的通畅。 本设计主要的步骤包括:方案设定阶段、建筑施工图阶段、结构施工图阶段、整 理阶段。 为做到建筑的美观、实用和经济等基本要求,办公楼的采光、通风、人体舒适要 求等等随着设计的深入需对原方案作进一步的改正。 建筑施工图阶段:此阶段主要将方案中的平、立、剖面图加以细化,并增加在前 三者中无法表示清楚的详图。对窗、门、楼梯等按规范要求设置。 结构施工图阶段:此阶段分两部分:一、根据建筑图、结构选型、结构布置、构 件截面尺寸的

3、确定(包括混凝土强度等级的选配)、结构计算、构件根据计算产生的内 力、得出构件的配筋、再考虑构造要求、绘制施工图等,其中特别要注意的是合理进 行结构选型及结构布置,选用钢筋混凝土框架结构;二、基础设计:按照地基基础 设计规范和建筑抗震设计及规范的有关规定,上部结构传至基础顶面上的荷载 只需按照荷载效应的基本组合来分析确定。通过计算,得出配筋结果,绘制基础平面 图和基础详图。 关键词:关键词:办公楼;框架结构;设计;DesignDesign ofof a a frameframe structurestructure universityuniversity officeofficeAbstra

4、ctAbstractWith the development of the hardware facilities of the office building must also keep up with the pace of the times, therefore, the corresponding requirements on the construction of office building is also getting higher and higher. The office building is an important representative of a s

5、chool image is also meet the needs of the times we are very familiar buildings, the architectural design of the teaching building of the office building, not only to the appearance of generosity, decency, reflect the characteristics of the times, in addition must have a high practical economic, to m

6、eet the actual needs of teachers and other staff as the fundamental purpose.Through access to relevant information and data summary and concrete frame structure has the following characteristics: the framework for structural integrity, corrosion resistance, durable, relatively large and the bay of t

7、he room, deep into the building to provide a flexible more freedom in the use of space, space partitioning, the main building were powered by a frame structure or frame shear wall structure to meet the flexible layout of modern public buildings, large bays, deep into the requirements.Office building

8、 construction area, the use of large numbers, mobility, general layout for the Corridor construction, we must consider the requirements to ensure the smooth out of the building on fire, fire.The main steps of this design include: the program set the stage, the construction drawing stage, the constru

9、ction drawing stage, finishing stage.The program setting: a preliminary drawing of the flat, vertical, profile chart to complete the construction. In this process, to give full consideration to the basic requirements of architectural aesthetics, practical and economic, dormitory lighting, ventilatio

10、n and human comfort requirements, and so need to make further corrections to the original proposal.Construction drawing stage: this stage is mainly flat, vertical profiles in the program to be refined, and increase the detail of the first three can not be expressed clearly. Set of windows, doors, el

11、evators, stairs and other regulatory requirements.Construction drawing stage: This stage is divided into two parts: one, according to architectural drawings, structural selection, structural arrangement, member section size (including the matching of the strength grade of concrete), structural calcu

12、lation, component according to calculations produce the internal forces may a reinforcement of the components, and then consider the structural requirements, draw construction plans, in particular to note is that the rational structure selection and structural arrangement, the choice of the reinforc

13、ed concrete frame structure. ; Second, the basic design: To guarantee the drawings complete expression. Only by adopting the ICC to provide the basic data needed for the basic design (Nei Lizhi in the bottom of the column). According to Nei Lizhi Select the foundation type. including a basic plan an

14、d the basis of detail. KeywordsKeywords: office building; frame structure; design;目目 录录引引 言言 .1 第第 1 1 章章 绪绪 论论 .2 1.1 工程概况 .2 1.2 建筑与基础设计型式 .2 1.3 框架计算方法 .2 1.4 主要进程安排 .2 第第 2 2 章章 建筑结构布置与荷载计算建筑结构布置与荷载计算 .4 2.1 确定计算简图 .4 2.2 梁柱截面尺寸 .4 2.3 材料强度等级 .4 2.4 荷载计算 .5 第第 3 3 章章 横向框架内力计算横向框架内力计算 .11 3.1 恒载作用下的框架内力 .

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