五层5015平米江苏溧阳市某高级中学教学楼设计(含建筑图结构图)

五层5015平米江苏溧阳市某高级中学教学楼设计(含建筑图结构图)(任务书,开题报告,外文翻译,论文计算书16000字,CAD建筑图8张,CAD结构图8张)
摘    要
经上级主管部门批准，拟按一般标准建造一栋五层框架结构某高中教学楼。该工程为钢筋混凝土框架结构，横向框架不少于三跨，总建筑面积不小于5000m2。设计使用年限为50年，结构安全等级为二级，环境类别为一类。抗震设防烈度为7度，设计基本地震加速度值为0.1g，第一组。建筑室内外高差600mm，室外标高即为现有自然地面标高。不考虑风荷载设计。
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SATWE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

With the approval of the competent authorities, to be based on the general standards for the construction of a building five layer frame structure of a high school teaching building. The project for the reinforced concrete frame structure, the lateral framework of not less than three, a total construction area of not less than 5000m2. The design life of 50 years, structural safety grade two level, environmental category for a class. Seismic fortification intensity is 7 degrees, the basic design of the earthquake acceleration is 0.1g, the first group. The construction of indoor and outdoor height 600mm, outdoor elevation is an existing natural ground level. Regardless of wind load design. [来源：http://www.doc163.com]
According to seismic design and structure bearing, requirements and the geological condition, reasonable overall arrangement structure selection and structure, determine various structural component size, select a main transverse frame structure design, the steel structure framework for computerized and manual calculation results are compared with calculation of structural force study procedures; complete stair design and basic design; SATWE computer on a frame structure by the software of PKPM; draw the relevant building and construction drawing.
Through the simulation design, can make comprehensive civil engineering students in each course knowledge, understand design method for building structure design and analysis process, familiar with.
Keywords: moment; shear; reinforcement; seismic

基本概况
经上级主管部门批准，拟按一般标准建造一栋五层框架结构某高校教学楼。该工程为钢筋混凝土框架结构，横向框架不少于三跨，总建筑面积不小于5000m2。设计使用年限为50年，结构安全等级为二级，环境类别为一类。抗震设防烈度为7度，设计基本地震加速度值为0.1g，第一组。建筑室内外高差450mm，室外标高即为现有自然地面标高。不考虑风荷载设计。

  [资料来源：Doc163.com]

目录
1.第一章  设计资料及要求                                  4
2.第二章 框架结构布置及计算简图                           6
3.第三章 框架内力计算                                    16
4.第四章  框架组合内力                                   53
5.第五章  框架梁柱截面设计                               67

[来源：http://Doc163.com]

6.第六章  楼梯设计                                       92
7.第七章  现浇楼面板设计                                 95
8.第八章  基础设计                                       99
9.结论                                                  104 [版权所有：http://DOC163.com]
10.致谢                                                 105
11.参考文献                                             106