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1、北京建筑工程学院土木工程专业毕业设计（论文） 第 页摘要本工程为公寓式办公楼 所谓“公寓式办公楼”，是指单元式小空间划分、每个单元平均建筑面积不大于150平方米、有独立卫生设备的办公建筑。此种物业因面积较小且相对独立，较适合小型公司办公，但它仍属办公楼而非住宅。一、工程概况： 1、工程所在地：丰台区靛厂路 2、工程名称：锦鼎商务大厦 3、建筑面积：12900平方米 4、层数：地上9层，地下2层 5、层高：首层层高为4米，二层至九层层高均为3.2米，室内外高差0.45米。6、外围护墙采用250mm陶粒空心砖砌块墙体（外保温），内墙采用150mm陶粒空心砖砌块墙体7、 结构体系：框架-剪力墙8、
2、主要建筑材料：钢筋、混凝土、砂浆、陶粒空心砖砌块9、 防火要求：采用高层民用建筑设计防火规范GB50045-95（2001年版）。建筑分类为二类，地上地下均为1级 电梯：设四部液压电梯，其中一部为消防电梯， 楼梯：设两部楼梯，均为封闭楼梯二、建筑设计 1、建筑设置三个出入口，其中西侧主出入口与北侧出入口均设有无障碍坡道 2、平面布置：首层设置库藏室、资料室、接待室、厅室、安保监控室、物业管理，二层至九层为办公区。 3、中型会议室按照无桌椅，即0.8平米每人，70人使用来设计；小型会议室按照有桌椅，即1.8平米每人，30人使用来设计 4、设备专业用房每层1间，20 -30 m 5、使用人数规模控
3、制：按600人，男女比例7：3三、结构设计 结构形式现浇钢筋混凝土框架剪力墙结构； 楼盖结构楼盖及屋盖采用普通钢筋混凝土现浇楼板； 1、结构计算内容 (1) 荷载计算。 (2) 楼盖与屋盖设计。 (3) 地震作用与综合框架与剪力墙的刚度计算。 (4) 地震作用计算与位移验算。 (5) 地震作用下综合框架与剪力墙内力计算，地震作用一榀框架一榀内力 计算。 (6) 重力荷载作用下框架内力计算。 (7) 框架内力组合。 (8) 框架梁与柱配筋计算。 (9) 剪力墙内力与配筋计算。 (10) 基础设计。关键词：公寓式办公楼、框架-剪力墙、混凝土、无障碍、现浇AbstractThis project i
4、s the apartment-office building The so-called apartment building refers to the space divided into small units, whose average floor area is not more than 150 square meters with every unit , and an office building with separate sanitary facilities. This architecture form is more suitable for small com
5、panies because of the smaller and relatively independent.But it is still an office buildings rather than dwelling house. First, the profile of the project: 1, Location: Dian-Chang Road, Fengtai District. 2, Name: Jin-Ding Commercial Building. 3, The architectural area: 12,900 square meters. 4, Rise:
6、 9 on the ground floor, the ground floor of 2 storey. 5, story height: the first story is 4 meters high, and others are 3.2 meters high. The difference between indoor and outdoor are 0.45 meters high. 6, The building envelope outside is the ceramsite hollow block of 250 thickness (the insulation out
7、side), and the interior walls is 150. 7, The structural system: a frame-sheer wall structure. 8, The main construction materials: steel, concrete, mortar, ceramic hollow brick block. 9, The fire safety requirements: the fire safety in the design of tall buildings of GB50045-95 (2001). The Classified
8、 of the building is II, and the fire safety requirement of the whole building is the first. Elevator: four hydraulic elevators, one of them is for the firemans lifts, Staircase: two for the stairs, all of them are the closed stairs. Second, the architectural design 1, Three access, of which is the m
9、ain in the west side ,which is equipped with barrier-free ramp and the same as the door in the northern side. 2, Layout: There are storehouse, reference room, reception room, hall, security and supervisor room, property management Room, from two floor to nine are offices.3, Medium-sized conference r
10、oom which except for tables and chairs. That is 0.8 square meters per person and 70 people in all; Small conference rooms which in accordance with tables and chairs. That is 1.8 square meters per person and 30 people in all. 4, There is an equipment room on each floor, which is ahout 20 to 30 square
11、 meters 5, the scale of people : 600 people, and male to female ratio is 7:3 .Third, the structural design Structure style: the frame-sheer wall of the cast-in-place reinforced concrete structure; Floor construction : the floor and roof are cast-in-place reinforced concrete floor slab; 1, the struct
12、ure calculations (1) Load computation. (2) The floor and roof design. (3) The role and the Integrated Framework for the earthquake and the stiffness of shear wall calculation. (4) The role of earthquake displacement calculation and checking. (5) under the Integrated Framework for the earthquake and
13、the wall of internal forces. (6) Gravity loads calculated under the framework of internal forces. (7) Combination of the framework of internal forces. (8) Frame beam and column reinforcement calculation. (9) Wall and the reinforcement of internal force calculation. (10) The foundation design.Key word：apartment building、frame-sheer wall、concrete、cast-in-place
