论文总字数：52514字

摘 要

根据建筑方案图，本工程结构为四层现浇钢筋混凝土多层框架结构，设计使用年限为50年。结构安全等级为二级；抗震设防烈度为6度；设计基本地震加速度值为0.05g；框架的抗震等级为二级；采用独立基础，地基基础设计等级丙级；建筑室内外高差600mm，室外标高即为现有自然地面标高。

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：钢筋混凝土；框架结构；独立基础

Design of a office building in wuxi

ABSTRACT

According to the construction plan map, the project structure for the five multi-cast reinforced concrete frame structure. Design life of 50 years; structural safety class II; seismic intensity of 7 degrees; basic design earthquake acceleration value of 0.10g; seismic level framework for secondary; construction; using an independent foundation, foundation design grade C indoor and outdoor height 500mm, outdoor e×isting is natural ground level elevation .

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, familiar with structural design and analysis process.

keyword: reinforced concrete; frame structure; independent foundation

目录

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······································2

第二章、确定计算简图·····································4

2.1梁柱截面尺寸········································4

2.2材料强度等级········································5

2.3荷载计算 ···········································5

2.4风荷载··············································10

2.5地震作用············································11

第三章、框架内力计算····································16

3.1恒载作用下框架内力·································16

3.2活载作用下框架内力·································24

3.3风荷载作用下内力计算·······························30

3.4地震作用下横向框架内力计算·························36

第四章、框架内力组合····································46

第五章、框架梁柱截面设计································55

第六章、楼梯结构计算设计································65

6.1梯段计算···········································65

6.2休息平台板计算·····································66

6.3梯段梁TL1计算·····································67

第七章、现浇楼面板设计··································68

7.1求支座中点最大弯矩··································68

7.2车间区格（A）·······································70

7.3车间区格（C）·······································71

第八章、基础设计········································73

8.1荷载计算···········································73

8.2确定基底面积·······································73

8.3地基变形验算·······································76

8.4基础结构设计·······································76

第九章、软件分析结果与手算结果比较···················82

参考文献············································92

致谢················································94

请支付后下载全文，论文总字数：52514字