土木工程毕业设计--某公司办公楼

《土木工程毕业设计--某公司办公楼》由会员分享，可在线阅读，更多相关《土木工程毕业设计--某公司办公楼（104页珍藏版）》请在毕设资料网上搜索。

1、 I 摘 要 本毕业设计是根据辽宁工业大学土木建筑工程学院土木工程专业毕业设计任 务书的要求进行的，包括建筑设计、结构设计、施工组织设计三部分内容。 本毕业设计名称为锦州市某公司办公楼， 楼长 59.03m， 宽 34.40m， 高 27.75m， 建筑面积约 9500m2，共 8 层。 此建筑采用现浇钢筋混凝土框架结构，安全等级为二级，耐火等级为二级， 设防烈度为 7 度。由于该建筑物长度的影响，在建筑物中设有一处伸缩缝。整个 办公楼设置两部楼梯，满足疏散和防火要求。 基础均采用柱下独立基础，地基承载力特征值为 240kN/，地下水位离地面 为 2.0m，冻土深度为-1.20m，基础埋深-1

2、.90m。 施工组织设计是对此建筑各个方面的特点进行细致深入分析后制订的。 在设计过程中，进行了多个建筑方案的评估和筛选，最终选定本方案。进行 了结构的手算、电算，施工组织设计，绘制了建筑图、结构图和施工总平面图。 关键词关键词: 框架结构；建筑设计；结构设计；施工组织设计； II Abstract The design is conducted according to the requirements of civil engineering graduation design, Civil Engineering and Architecture Dapartment, Liaoning

3、 University of Technology. This design is composed of three parts: architecture design, structural design, and construction organization design. The design concerns an office building in jinzhou. The company office building is 59.03m long, 34.40m wide and 27.75m high. The construction area is 9500m2

4、. The main body consists of 8 storeys. This building has cast-in-situ concrete frame structure. With safety classes of two, fire-proof classes of two, and earthquake fortification intensity is seven. There is one expansion joints in the building due to the length of the building. There are two fligh

5、t of stairs for the purpose of evaculation and fire emergency. An independent foundation under the column is adopted. The characteristic value of subgrade bearing capability is 240kN/m2, the underground water is 2.0m, under the ground the frozen soil is 1.20m deep, and the bottom of the foundation i

6、s 1.9m under the ground. The design of construction is done by careful analysis of all features of this building. In the process of the design, this programme is finally adopted after appraising and selecting a number of programmes. A series of procedures are carried out, such as the calculation of the structure by hand, by calculators, construction design. Several drawings such as archtecture drawing, structure drawing and construction drawing are made. Keywords: Framework structures; Archit