摘要本工程为上海开放大学第一教学楼设计，该楼为六层，总高22.200米，总建筑面积约为5864.64m2。该教学楼的设计根据任务书，通过对结构力学的使用原理和材料的基本原理，在满足建筑设计的要求，保证设计和所有材料的质量和强度达标，施工的良好。63434

本建筑设计分为：建筑设计、结构设计。

教学楼的设计使用了不同的方法来加深教学楼的外体的坚固，使其满足人们对其安全的满足。另外，还要有艺术的美感，要有时代气息。

结构体系是钢筋混凝土框架结构，结构设计是使结构物得到足够的强度、刚度和韧性的过程。在选择了结构的体系之后，需要完成强度以及荷载的考虑，加上对经济方面的考虑，联系到材料的时间、成本以及维修等诸多方面。

毕业论文关键词：框架结构；建筑设计；结构设计；内力组合；内力计算

Abstract This project is The design of the school building, There are six storys in the building.The general height is 22.200m and building area is 5864.64 square meters.The design is based on the design requirements, original information, application of mechanics RC, basic principles of structural mechanic, soil mechanics and well knowing material quality, obeying rules of design, ensuring the structures of architecture reasonable, and the quality and intensity of all materials are qualified, and the techniques are the same.

This architecture design is pided into three parts: architecture design, structural design.

Architecture design will adopt available measures to increase constructions’ surface intensity and firmness. It will also give people safe felling on psychological. On the other hand it should be combined with art and the time at present.

 Structural design is a process of making construction structures get enough intensity, stiffness and toughness. After structural system is chosen, carrying out the analysis of load and intensity, at mean time taking into account the associated relation with building economics, combining the time and cost of materials fabricating and fixing, and the maintenance of structure during operation and use period.

Keywords: frame structure; architectural design; structure design; the combination of internal force calculation of the internal force 

 摘  要 I

Abstract II

1 建筑设计说明 1

1.1 设计原始资料 1

1.1.1 工程概况 1

1.1.2 自然条件 1

1.2 平面设计 1

1.3 立面设计 2

1.4 剖面设计 3

1.4.1 房间各部分高度选择 3

1.4.2 屋面构造说明 4

1.4.3 楼面构造说明 4

1.5 墙体构造设计 4

2 结构设计说明 5

2.1 结构平面布置 5

2.2 主要结构基本尺寸确定及截面几何特征 5

2.2.1 主要结构的确定 5

2.2.2 框架截面尺寸确定 5

2.3 框架的计算单元 7

3 荷载统计与计算 7

3.1 恒荷载标准值 7

3.2 楼屋面活荷载