论文总字数：50101字

摘 要

ABSTRACT

第一章、设计资料及要求·····································1

1.1工程概况············································1

1.2设计内容及要求······································1

第二章、确定计算简图·····································3

2.1梁柱截面尺寸········································3

2.2材料强度等级········································3

2.3计算简图············································3

2.4荷载计算 ···········································3

2.5风荷载··············································7

2.6地震作用············································8

第三章、框架内力计算····································12

3.1恒载作用下框架内力·································12

3.2活载作用下框架内力·································19

3.3风荷载作用下内力计算·······························24

3.4地震作用下横向框架内力计算·························29

第四章、框架内力组合····································35

第五章、框架梁柱截面设计································39

第六章、楼梯结构计算设计································53

6.1梯段计算···········································53

6.2休息平台板计算·····································54

6.3梯段梁TL1计算·····································55

第七章、现浇楼面板设计··································56

7.1求支座中点最大弯矩··································56

7.2车间区格（A）·······································57

7.3车间区格（C）·······································57

第八章、基础设计········································59

8.1荷载计算···········································59

8.2确定基底面积·······································59

8.3地基变形验算·······································63

8.4基础结构设计·······································63

第九章、软件分析结果与手算结果比较·················68

参考文献··········································75

致谢··············································77

珠海市斗门区某小学教学楼设计

摘 要

本毕业设计“珠海市斗门区某小学教学楼”为有实际工程应用需求的课题。其工程地点位于广东省珠海市，抗震设防烈度为7度，设计基本地震加速度值为0.10g，设计地震分组为第二组。建筑场地长宽约64m×10m，建筑面积约2560m2，为二跨四层钢筋混凝土规则框架。根据勘察报告，工程场地Ⅱ类, 设计使用年限为50年；地基基础设计等级为丙级；建筑抗震设防类别为丙类
根据建筑设计和结构承重、抗震方面的要求以及场地地质条件，合理地进行结构选型和结构整体布置，确定各种结构构件的尺寸，选取一榀主要横向结构框架进行结构设计计算，用计算结构力学程序对该榀结构框架进行电算与手算结果进行对比分析；完成楼梯设计和基础设计；用PKPM软件对整栋框架结构进行PKPM电算；绘制出相关建筑和结构施工图。

通过本模拟设计，可使学生综合土木工程专业各课程的知识，了解建筑设计方法，熟悉结构设计与分析过程。

关键词：弯矩；剪力；配筋；抗震

Design of a primary school in Doumen Zhuhai

This graduation design "The Doumen Zhuhai district a primary school teaching building" for subjects with actual engineering application demand。The project site is located in zhuhai, guangdong province, the seismic fortification intensity of 7 degrees, design basic earthquake acceleration value of 0.10 g, design earthquake are grouped into the second group。Building field width is about 64 m x 10 m, building area of 2560 m2, reinforced concrete rules for two across four layers framework。According to the survey report, engineering site Ⅱ classes, design use fixed number of year for 50 years; Foundation design level for class c; Building seismic fortification categories for c class。
According to architectural design and structural loading, seismic requirements and site geological conditions, a reasonable structural selection and the overall layout of the structure to determine the dimensions of various structural components, Select a transverse specimens of the main structural framework for structural design calculations. Select a transverse specimens of the main structural framework for structural design calculations. Computational Structural Mechanics program with structural framework of the specimens of Computing and hand-calculated results were compared, complete staircase design and foundation design. PKPM software used throughout the frame structure PKPM Computing. Mapping out the architectural and structural drawings.

Through this simulation designed to allow students' comprehensive knowledge of the various programs in Civil Engineering, understanding approach to building design, familiaring with structural design and analysis process.

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