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1、AH工程大学毕业设计(论文)某框架结构高校办公楼设计摘 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，或框架剪力墙结构，以满足
2、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、构件截面尺寸的确定(包括混凝土强度等级的选配)、结
3、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：办公楼；框架结构；设计；Design of a frame structureuniversity officeAbstractWith the development of the hardware facilities of the office build
4、ing 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 school image is also meet the needs of the times we are very familiar building
5、s, 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 meet the actual needs of teachers and other staff as the fundamental purpose.
6、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 the room, deep into the building to provide a flexible more freedom in the us
7、e 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 construction area, the use of large numbers, mobility, general layout for
8、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 construction drawing stage, finishing stage. The program setting: a preliminary d
9、rawing 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, ventilation and human comfort requirements, and so need to make further corrections
10、 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, elevators, stairs and other regulatory requirements. Construction drawing
11、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 calculation, component according to calculations produce the internal forces
12、 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 reinforced concrete frame structure. ; Second, the basic design: To guarantee t
13、he 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 and the basis of detail.Keywords: office building; frame structure; desig
14、n;目 录引 言1 第1章 绪 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2章 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3章 横向框架内力计算11 3.1 恒载作用下的框架内力11 3.2 活载作用下的框架内力18 3.3 地震作用下横向框架的内力计算32 第4章 横向框架内力组合40 第5章 横向框架梁柱截面设计49 第6章 楼梯结构设计59 6.1 梯段板计算59 6.2 休息平台板计算60 6.3 梯段梁TL1计算61 第7章 基础结构设计62
15、 7.1 荷载计算62 7.2 确定基础底面积62 7.3 基础结构设计65 第8章 建筑与结构设计说明69 8.1 建筑相关说明69 8.2 结构设计说明69 结论与展望71 致 谢72 参考文献73 附 录74 附录A: 毕业设计图纸清单74 附录B: 外文参考文献及中文翻译75 附录C: 主要参考文献题录及摘要83 插图清单图2- 1 计算简图4 图2- 2 荷载计算简图5 图2- 3 恒载顶层集中力6 图2- 4 恒载中间层节点集中力7 图3- 1 横向框架承担的恒载及节点不平衡弯矩11 图3- 2 恒载弯矩分配过程15 图3- 3 恒载作用下梁剪力和柱轴力（kN）16 图3- 4 恒载作用下梁剪力和柱轴力（kN）17 图3- 5 活载不利布a 图 3- 6 活载不利布置b20 图3- 7 活载不利布置c 图 3- 8 活载不利布置d20 图3- 11 活载（a）剪力和轴力（kN）22 图3- 12 活载（b）迭代过程23 图3- 14 活载（b）剪力和轴力（kN）24 图3- 15 活载（c）迭代过程25 图3- 17 活载（c）剪力和轴力（kN）26 图3- 20 活载（d）剪力和轴力（kN）28
