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摘要 本工程为苏南某职业学校行政办公楼工程，采用框架结构，主体为6层。本设计主要进行了结构方案中纵向框架第4轴抗震设计。在确定框架布局之后，先进行层间荷载代表值的计算，接着利用顶点位移法求出自震周期，进而按底部剪力法计算水平地震荷载作用下大小，进而求出在水平荷载作用下的结构内力（弯矩、剪力、轴力）。接着计算竖向荷载（荷载及活荷载）作用下的结构内力。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图。完成了平台梁等结构的内力和配筋计算及施工图绘制。对楼板进行了配筋计算，本设计采用独立基础，对基础进行了受力和配筋计算。52540
整个结构在设计过程中，严格遵循相关的专业规范的要求，参考相关资料和有关最新的国家标准规范，对设计的各个环节进行综合全面的科学性考虑。总之，适用、安全、经济、适用方便时本设计的原则。设计合理可行的建筑结构方案是现场施工的重要依据。
毕业论文关键词：框架结构；建筑设计；结构设计；抗震设计；内力计算；
Abstract
This project is a vocational school administration building Sunan works, the use of frame structure, subject to 6 layers .Floor, roof are made of cast reinforced concrete structure.
The design of the main structure of the program carried out in the framework of the first J-axis vertical seismic design. In determining the frame layout, be carried out on behalf of the interlayer load value is calculated, followed by the use of vertex displacement method for the earthquake cycle, and then calculated according to the level of the base shear under seismic load size, and then find the horizontal Loads structural forces (bending moment, shear, axial force). Then calculate the vertical load (load and live load) under the action of the structural forces. Identify the most unfavorable force of a group or several groups of combinations. Select the safest results calculated reinforcement and drawing. Completion of the platform beams and other structural reinforcement calculation and internal forces and construction drawings. Reinforcement calculation carried out on the floor, the design uses an independent foundation, carried out on the basis of the force and Reinforcement.
The whole structure in the design process, strictly follow the relevant professional regulatory requirements, refer to the relevant data and information about the latest national standards for all aspects of the design of a comprehensive scientific considerations. In short, application, security, economic, easy to apply when the design principles. Reasonable and feasible structural design solution is an important basis for the construction site.
Keywords:frame structure;architectural design;configuration design;seismic design; force calculation
目 录
第一章 绪 论
1.1 办公楼建筑的发展现状1
1.2 本次毕业设计的意义及目的1
1.3 本次毕业设计的任务2
1.4 本次毕业设计的内容2
第二章 建筑设计说明4
2.1 设计依据 4
2.2 工程概况 4
2.3 平面设计 5
2.4 立面设计 6
2.5 建筑剖面设计 7
2.6 其他部分做法和说明 7
第三章 结构设计 9
3.1 结构设计资料 9
3.1.1 气象条件 9
3.1.2 工程地质条件 9
3.1.3 地震设防要求 9
3.2 结构布置 9
3.2.1 设计任务 9
3.2.2 结构布置设计 9
第四章 结构设计11 4.1. 初估截面尺寸与计算简图 11