多层综合办公楼毕业论文设计.doc

合 肥 工 业 大 学 毕 业 设 计 题 目： 多层综合办公楼 专 业： 土木工程 班 级: 学 号： 学生姓名： 年 月摘 要 本工程采用框架结构，主体五层局部六层，本地区抗震设防烈度为7度，场地类别为II类。基本风压0.35kN/ m2，基本雪压0.45kN/ m2。楼盖及屋盖均采用现浇钢筋混凝土结构。 本设计主要进行了结构方案中第10轴横向框架的结构设计。在确定结构布局之后，首先，按底部剪力法求出层间剪力，进而求出在水平地震作用下的结构内力；其次，最后用弯矩分配法计算竖向荷载（恒载及活荷载）作用下的结构内力。并找出最不利的一组或几组内力组合，选取最安全的结果计算配筋并绘制施工图。此外还进行了方案中的连系梁，楼板和基础的设计。 本设计严格遵循必威体育精装版的国家规范标准，对设计的各个环节进行综合全面的考虑。适用、安全、经济、使用方便是本设计的基本原则。 关键词： 框架结构 荷载计算 内力计算 计算配筋 Abstract The project used the framework of the structure, the main five-storey six local, regional seismic intensity of6 degrees maximum security, venue for the Class II category. The basic Pressure 0.35 kN / m2, basic snow pressure 0.45 kN / m2. Floor and roof are used cast-in-place reinforced concrete structure. The design for the main structure of the programme in the framework of Article 10 of the horizontal axis structural design. In determining the structure of the layout, first of all, according to law obtained at the bottom of the shear layer shear, thereby obtained under earthquake in the level of the structure of internal forces and secondly, D method used in the level of wind loads obtained under the structure of internal forces .The last moment with the distribution method vertical load (dead load and live load) under the structure of internal forces. And identify the most disadvantaged group or a combination of internal forces of several groups, select the most security and reinforcement Calculation of the results of the construction plans drawn. In addition, a programme of indoor staircase, floor and foundation design. The design strictly follow the latest national standards, the design of all aspects of a comprehensive consideration. Application, security, economic, easy to use this design is the basic principle. Key words： frame structure load calculation internal force calculation calculation reinforcement 目 录 I Abstract II 前 言 1 1 建筑设计 1 1.1工程概况 1 1.2设计依据 1 1.3设计布局 2 1.3.1平面设计 2 1.3.2立面与造型设计 2 1.3.3 剖面设计 2 2 结构设