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1、 某高校办公楼设计摘 要随着时代的发展，实验楼硬件设施也必须跟得上时代的步伐，因此，相应的对实验楼建设的要求也越来越高。实验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，实验楼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，以满足现代公共建筑的布置灵活、大开
2、间、大进深的要求。实验楼建筑面积较大，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。到建筑的美观、实用和经济等基本要求，宿舍楼的采光、通风、人体舒适要求等等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、电梯、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)、结构计算、构件根据计算产生的内力、得出构件
3、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：要保证图纸完整表达。只有采用电算来提供基础设计所需的基本数据(主要是柱底的内力值)。在此情况下，根据内力值选择基础型式。通过JCCAD进行计算，绘制的基础图包括基础平面图和基础详图。关键词：实验楼；结构；设计；Design of a university officeAbstractWith the development of the hardware facilities of the laboratory building must also keep up wit
4、h the pace of the times, therefore, the corresponding requirements on the construction of laboratory building is also getting higher and higher. The laboratory building is an important representative of a school image is also meet the needs of the times we are very familiar buildings, the architectu
5、ral design of the teaching building of the laboratory 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. Through acces
6、s 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 use of space, s
7、pace 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. Laboratory building construction area, the use of large numbers, mobility, general layout for the Corri
8、dor 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 drawing of
9、 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 to the o
10、riginal 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 stage: Th
11、is 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 may a re
12、inforcement 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 the drawin
13、gs 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). In this case, according to Nei Lizhi Select the foundation type. calculated by JCCAD drawn base map, including a basic plan and the basis of detail.Keywords
14、: laboratory building; structure; design;目 录引言 1第1章 绪论 21.1工程概论.21.2建筑与基础设计型式.21.3框架计算方法 .21.4主要进程安排 .2第2章 建筑结构布置与荷载计算.42.1结构布置 .42.2梁柱截面尺寸 .42.3材料强度等级.42.4荷载计算.4第3章 横向框架内力计算 123.1恒载作用下的框架内力 .123.2活载作用下的框架内力 .193.3风荷载作用下的位移、内力计算 .343.4地震作用下横向框架的内力计算 .37第4章 框架内力组合 47第5章 横向框架梁柱截面设计 61第6章 楼梯结构设计计算 736.1 楼体板计算
