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摘要 江苏高邮市赞化学校行政楼框架结构设计本项目为江苏高邮市赞化学校行政楼结构设计，为多层建筑结构，总建筑面积约5000平方米，采用混凝土框架结构体系。本次设计任务要求读懂一个单体的全套建筑施工图，明确一个单体的全部结构施工图设计内容；熟练运用PKPM系列软件完成一个单体的结构建模工作，具备根据现行规范对模型分析结果进行分析判断和调整试算的能力；熟练运用Autocad完成结构施工图，熟练掌握梁平法标注法、柱平法标注法和表格法、现浇板配筋的主流表达方法；能熟练掌握毕业设计所涉及到的梁、柱、板、墙等构件的主要构造措施；能基本看懂地质勘探资料，能设计一个单体的柱下独立基础，了解柱下独立基础的基本设计过程和计算内容，掌握柱下独立基础的施工图表达方法；掌握楼梯的设计和计算方法；掌握结构计算书的编制方法和编制内容。根据给定建筑施工图绘制一整套结构施工图，编制一整套合格的结构计算书。 62027
毕业论文关键词：混凝土框架结构，PKPM，结构计算。
2. Abstract
Jiangsu gaoyou school administration building frame structure design
This project for jiangsu gaoyou praised the school administration building structural design, to the multi-storey building structure, a total construction area of 5000 square meters, the concrete frame structure system.The design task request read the complete building construction drawing of a monomer, clear all the structure construction drawing design of a monomer content; Skillfully use PKPM series software to complete a monomer structure modeling work,have according to the current specification is analyzed with the result of model analysis judgment and the ability to adjust the trial; Skillfully use Autocad to complete the structure construction drawing, familiar with Mr Leung ping-law annotation, flat labeling method and form method, the mainstream of the site casting reinforcement expression method ;can master graduation design involves the beams, columns, plates, wall and other components of main construction measures ;can understand basic geological exploration data, can design a monomer under column independent foundation, understand the basic design process of independent foundation under column and calculation content, master the working drawing expression method of independent foundation under column; to grasp the method of the design and calculation of the stairs; Master the structure calculation method and the establishment of content. According to the given building construction drawings a structure construction drawing, compiled a set of qualified structure calculation.
Key Words：Concrete frame structure, the PKPM structure calculation.
目 录
1. 摘要 1
2. Abstract 1
3. 设计原则及主要计算参数 2
3.1 工程概况 2
3.2 设计依据 2
3.3 地质概况 3
3.3.1 地形地貌 3
3.3.2 场地土层特征描述及其工程特性评价 3
3.3.3 地基土的物理力学指标 3
3.4