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摘要本次的设计题目是上海宿舍楼框架建筑结构设计，该设计包括建筑设计及结构设计。建筑面积约4860m^2,共751层，一至751层高均为3.3m，女儿墙为1.2m，整个宿舍楼长约为54m，进深约为15.5m。由于宿舍楼是提供学生在学校日常生活、学习、交友、休息的功能场所，所以在建筑设计包含入口大厅、走廊、强弱配电室、浴室、盥洗室、卫生间、寝室、无障碍寝室、阳台、日常电器室等。对宿舍楼统筹规划，以达到优化布置。在布置卫生间空间布置时，要充分考虑使用的便利性，电梯及楼梯空间布置时能够更好的为人们出行便利性，在安全方面，需要依据《建筑设计防火规范》合理设计消防楼梯，保证人群在紧急情况能尽快疏散。本宿舍楼的结构形式为多层现浇混凝土框架结构，共751层，建筑高度为21.5m。34023
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毕业论文关键词： 空间布置： 结构设计： 宿舍楼： 框架结构：
The design of the structure of the dormitory in Shanghai
Abstract;The design of the subject is the Shanghai dormitory building frame structure design, the design including architectural design and structure design. Construction area of about 4860m^2, a total of six, one to six storey were to 3.3m. The parapet is 1.2m, the dormitory is about 54m, depth of about.. The dormitory is to provide students in school daily life, school, friends, functional place to rest, so in the design of the building contains the entrance hall, corridors, intensity distribution room, bathroom, bathroom, bathroom, bedroom, barrier free bedroom, balcony, daily electric room etc.. To optimize the layout of the dormitory.. In the bathroom space layout layout, should give full consideration to the convenience of use, the elevator and stair space layout can be better for people to travel convenience, in terms of security, need according to the code for fire protection design of buildings "reasonable design fire stairs, ensuring that people in emergency situations to evacuate as soon as possible. The structure of this dormitory is a multi - storey cast - in - place concrete frame structure, and a total of six floors, building height of 21.5m.
Key Words: space layout: structure design: dormitory building: frame structure:
目录
绪论 3
第一章 建筑设计 4
1.1工程概况 4
1.2平面设计 4
1.3立面设计 4
第二章 结构设计 7
2.1结构布置及材料采用 7
2.2构件初估 9
2.2.1柱截面初估 9
2.2.2梁尺寸初估 10
2.2.3初选楼板 10
2.3结构计算简图及梁柱刚度计算 11
2.3.1梁的线刚度计算 12
2.3.2柱的线刚度计算 12
2.3.3相对刚度计算 13
2.3.4建筑规则性的判断 13
2.4荷载计算 14
2.4.1恒荷载代表值（标准值）的计算 14
2.4.2活荷载作用下标准值计算 16
2.5水平地震作用计算及内力、位移分析 17
2.5.1重力荷载标准值计算 17
2.5.2多遇水平地震力作用计算及弹性位移验算 18
2.5.4水平地震作用及弹性位移验算 21
2.6竖向荷载作用下框架结构的内力计算 28
2.6.1横向框架内力计算 28
2.6.2横向框架弯矩二次分配法计算及内力计算 34
2.7 荷载组合 41
2.7.1梁上作用的重力荷载代表值的设计值换算 41
2.7.2内力组合 42
2.7.3框架内力调整 47