论文总字数：37384字

摘 要

ABSTRACT

第一章、设计资料及要求··································6

1.1工程概况············································6

1.2设计内容及要求······································6

第二章、确定计算简图·····································8

2.1梁柱截面尺寸········································8

2.2材料强度等级········································8

2.3计算简图············································8

2.4荷载计算 ···········································9

2.5地震作用············································19

第三章、框架内力计算····································27

3.1恒载作用下框架内力·································27

3.2活载作用下框架内力·································37

3.3地震作用下横向框架内力计算·························43

第四章、框架内力组合····································49

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

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

6.1梯段计算···········································61

6.2休息平台板计算·····································62

6.3梯段梁TL1计算·····································63

第七章、现浇楼面板设计··································65

7.1求支座中点最大弯矩··································66

7.2车间区格（B）·······································66

7.3车间区格（C）·······································67

7.4单向板楼盖设计····································69

第八章、基础设计········································72

8.1荷载计算···········································74

8.2确定基底面积·······································74

8.3地基变形验算·······································75

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

参考文献··········································80

致谢··············································82

合肥某高级职业中学办公楼设计

摘 要

抗震设防烈度为7度,设计基本地震加速度值为0.10g，属抗震设计地震分组第一组；场地土类别为Ⅱ类。根据工程地质勘测报告，给出各土层的物理力学性质指标平均值见附表。稳定地下水位位于地表下10.0m，对混凝土无侵蚀性。

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 senior vocational school in Hefei

ABSTRACT

Seismic intensity of 7 degrees , the basic design earthquake acceleration is 0.10g, is a grouping of the first group of earthquake seismic design ; site classification as Class Ⅱ . According to the engineering geological survey report , given the various indicators of soil physical and mechanical properties of the average Annex. Stabilize the water table is located below the surface 10.0m, no erosion of the concrete .

According to the architectural design and structural loading , seismic requirements and aspects of the geological conditions of the site , reasonably structured selection and arrangement of the whole structure , determine the dimensions of the various structural members , select a transverse specimens of major structural framework for structural design calculations , with the calculated structure structural mechanics framework program of the specimens of Computing and hand calculated results were compared ; complete the stair design and basic design ; PKPM software with the entire frame structure PKPM Computing ; mapping out the structure of the building and construction plans .

Through this simulation designed to allow students a comprehensive knowledge of various civil engineering professional courses , learn architectural design , structural design and analysis process familiar .

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