摘要本设计主要为上海五角场街道社区事务受理中心，为民用建筑，位于上海市杨浦区政通路100弄11号，主体结构采用钢筋混凝土现浇框架结构，其中包括建筑设计和结构设计两部分。建筑底层层高4.5m，标准层高为3.600m，共五层，建筑总面积4995.9m2 。建筑功能包括办公大厅、会议室、办公室、多功能厅，适用于各种不同类型的社区综合活动。屋顶塔楼为电梯机房和楼梯房。在立面设计中，主要强调建筑的简洁、朴实和现代的特点，建筑形体采用四加五的两块矩形错层造型，不追求复杂的装饰。楼板选用井式楼盖，具有传力均衡，减小板厚，节约材料和布置灵活等优点。本工程采用现浇钢筋混凝土板式楼梯，具有下表面平整，施工支模方便，外观比较轻巧等优点。本工程采用桩承台基础，有二桩承台、三桩承台、四桩承台四种形式。5995
关键词： 社区事务中心；井式楼盖；板式楼梯；桩承台基础；现浇混凝土框架结构
[Summary]
The design of the main streets of Shanghai Wujiaochang community affairs handling center for civil construction, located in Shanghai's Yangpu District government channel No. 11, Lane 100, the main structure of cast reinforced concrete frame structure, including architectural and structural design of two parts. Bottom storey building 4.5m, standard storey of 3.600m, a total of five, total construction area 4995.9m2. Architectural features include office lobby, conference rooms, offices, function rooms, suitable for a variety of different types of community integrated activities. Roof tower room for the elevator machine room and stairs. In the design of the facade, the main emphasis architectural simplicity, simple and modern features, architectural form with four plus five split-level modeling of two rectangles, not the pursuit of elaborate ornamentation. Selection pit floor slab, with a balanced force transmission, reducing the thickness, material savings, and layout flexibility and other advantages. This project uses situ reinforced concrete slab stairs, has a lower surface roughness, construction formwork convenient, relatively lightweight appearance, etc.. This project uses the pile cap foundation, there are two caps, three caps, four caps four forms.
KeyWords: Community Affairs Center; Pit floor; plate stairs; pile cap foundation; situ concrete frame structure
目 录
[摘要] 5
第1章 建筑设计 8
1.1 设计依据 8
1.2 设计要求v 8
1.3社区事务受理中心建筑设计 8
1.3.1 工程概况 8
1.3.2 平面设计 9
1.3.3 柱网布置 10
1.3.4 外立面设计 10
1.3.5 剖面设计 10
1.3.6 交通组织及防火疏散设计 10
1.3.7 采光通风 10
1.3.8 屋面排水系统 11
第2章 结构设计 12
2.1设计依据 12
2.2设计要求 12
2.3 结构方案 14
2.3.1 结构选型 14
2.3.2 结构布置 14
2.3.3 基础形式 14
2.4 主要材料 14
2.4.1 混凝土强度等级 14
2.4.2 钢材 15
2.4.3 钢筋接头形式 15
2.4.4 混凝土保护层厚度 15
2.4.5 围护结构及隔墙 15
2.5 梁、板、柱截面选择 16
第3章 荷载计算 17
3.1 竖向荷载计算 17
3.1.1 永久荷载计算 17
3.1.2 可变荷载统计 18 五层钢筋混凝土现浇框架结构设计+CAD图纸:http://www.youerw.com/gongcheng/lunwen_3297.html