摘 要
随着我国国民经济的高速发展，居民生活水平的普遍提高，社会的结构也在悄然发生变化，许多新的社会问题开始出现，其中"老龄社会"已经成为全国乃至全世界密切关注的一个重要课题。面对"老龄化"的挑战，如何使老年人"老有所养、老有所医、老有所学、老有所乐"已经引起了政府和理论界的高度重视。如何创造适宜老年人生活环境，提高老年人的生活质量，总结完善相关设计策略方法，是目前急需研究的课题。老年教育是解决社会老龄化的一个重要方面。
本次设计为某市老年大学建筑结构设计，总面积为6000平米，本文介绍了老年大学建筑结构设计的全过程，包括结构的选型，结构设计与抗震分析。
该工程结构存在错层，大空间，反向曲面屋面，可为同类工程设计提供参考。
关键词：老年大学；活动中心；建筑设计；结构设计；CAD设计
Abstract
With the rapid development of China's national economy, the general improvement of residents' living standards, the structure of the society is also quietly changing, and many new social problems began to appear, among which the "aging society" has become an important topic of close attention to the whole country and even the whole world.In the face of the challenge of "aging", how to make the elderly "care, care, learning, the elderly" has attracted the great attention of the government and the theoretical community.How to create a suitable living environment for the elderly, improve the quality of life of the elderly, and summarize and improve the relevant design strategies and methods are urgent research topics at present.Education for the elderly is an important aspect of solving social aging.
This design is the architectural structure design of a university for the aged in a city, with a total area of 6,000 square meters. This paper introduces the whole process of the architectural structure design of a university for the aged, including the selection of the structure, structural design and seismic analysis.
The engineering structure has the wrong layer, large space and reverse curved roof, which can provide reference for similar engineering design.
Key words: university for the elderly; activity center; architectural design; structural design; CAD design
目 录
摘 要 I
Abstract II
1.框架计算 1
1.1工程概况 1
1.2荷载标准值的计算 2
1.3材料计算指标 3
1.4初估梁柱截面尺寸 4
1.5框架内力计算 6
1.6荷载组合和内力组合 15
1.7框架梁柱配筋 22
2板的计算 26
2.1弯矩计算 26
2.2截面设计 28
2.3井字梁计算 29
3基础设计 31
3.1 毛石基础 31
3.2独立基础 32
4楼梯计算 35
4.1主楼梯计算 35
4.1.1踏步板计算 36
4.1.2楼梯斜梁计算 37
4.1.3平台板计算 38
4.1.4平台梁计算 38
4.2次楼梯计算 39
4.2.1踏步板计算 40
4.2.2楼梯斜梁计算 41
4.2.3平台板计算 43
4.2.4平台梁计算 43
5墙体验算 45
5.1荷载 45
5.2静力计算方案 46
5.3高厚比验算 46
5.4计算单元及控制截面的承载力验算 46
5.5梁端支撑处砌体局部受压承载力验算 48
6雨蓬计算 49
6.1雨蓬板计算 49
6.2雨蓬梁计算 50
总 结 53
致 谢 54
参考文献 55
