网站导航网学 原创论文 原创专题 网站设计 最新系统 原创论文 论文降重 发表论文 论文发表 UI设计定制 论文答辩PPT格式排版 期刊发表 论文专题
返回网学首页
网学原创论文
最新论文 推荐专题 热门论文 论文专题
当前位置: 网学 > 交易代码 > 原创设计 > 正文

XX教学楼设计论文|XX教学楼设计图纸

论文降重修改服务、格式排版等 获取论文 论文降重及排版 论文发表 相关服务

XX教学楼设计论文|XX教学楼设计图纸

  该工程名称为教学楼,总面积为5184.21m2,共六层,全长60.87m,宽23.51m.该建筑为朝南设置,满足了对房间使用的采光要求。每层分设有男、女厕所。建筑物内部设有一部主楼梯、两部次楼梯及一部电梯,供上下交通联系使用,同时满足防火要求。二楼设置了走马廊,通透的玻璃幕墙方便于教师、学生与外界的联系。

  建筑物设置了教室、办公室及会议室。为满足结构受力的合理性将大会议室设置在顶层。

  此建筑采用现浇钢筋混凝土框架结构,以保证建筑物的大开间,满足教学楼的使用要求,柱尺寸500×500m2,主梁600×300m2,进深6.3m,开间4.8m.该建筑安全等级为二级,设防烈度为7度,抗震等级为框架三级,屋面防水等级为二级。应用PKPM软件,计算整体框架的内力值及配筋,并运用AutoCAD软件绘出板、梁、柱、基础、楼梯的配筋图。

  基础均采用柱下独立基础,地基承载力为280Kpa水位离地面为-5.3m,冻土深度为-1.10m,考虑地震作用的影响。

XX教学楼设计论文|XX教学楼设计图纸

  XX教学楼设计关键词: 毕业设计;建筑设计; 结构设计;施工组织设计;框架结构;

  Abstract

  The project is designed according to the demand of the graduation design group 2003 grade civil construction profession. The design includes three parts of contents .They are designed for building structure and organization of construction.

  The name of the project is theteaching building which is 60.87 meters long and 23.51 meters wide with an area of 5184.21 square meters. The building faces south in order to have enough light. Each of the floor has men and women's rest rooms. There is one main stairs, two flank stairs and one lift which are used for traffic or communications as well as preventing fire. There is a trotting horse corridor. It is concenient for officers to communicate with outside world through the glass wall.

  The building is designed in framework structure to ensure the spacious view and the order of the user. The size of the pillar is 500 multiplying 500 square meters .The size of the roof beam is 600 multiplying 300 square meters. The depth is 6.3 meters and bay is 4.8 meters. The grade of the safety is two. The degree of prevebtion fierae is 7 and the grade of resting shake is 2 about frame work. The figure of inside physical strength and reinforcement are calculated by PKPM software and drew the picture of reinforce of boards, roof beams, pillars, foundation and stairs.

  The foundation is alone under the pillars and it can support 280Kpa.The water under the land is 5.3 meters deep .The freezing soil is 1.10 meters under the land with the concerning of the earthquake.

  Key words:design for graduation; design for building; design for structure; design for organization of construction; framework structure.

  XX教学楼设计的目录

  第1章 引 言1

  第2章 建筑设计2

  2.1总平面设计2

  2.2平面设计2

  2.3立面设计3

  2.4剖面设计3

  2.5各部分建筑构造3-5

  第3章 结构计算6

  3.1计算简图6

  3.2梁柱截面7

  3.3 荷载计算8

  3.4重量计算9-13

  3.5水平荷载作用下结构内力计算与侧移计算14-17

  3.6 重力荷载下内力计算18-26

  3.7活荷载作用下的内力计算231

  3.8 内力组合28

  3.9 截面设计及配筋34

  3.9.1梁截面配筋计算34

  3.9.2柱配筋计算35

  3.9.3基础配筋计算36

  第4章 施工组织设计40

  4.1工程概况40

  4.2施工部署41

  4.3项目措施及技术措施42

  第5章 PKPM内力计算44

  参考文献48

设为首页 | 加入收藏 | 网学首页 | 原创论文 | 计算机原创
版权所有 网学网 [Myeducs.cn] 您电脑的分辨率是 像素
Copyright 2008-2020 myeducs.Cn www.myeducs.Cn All Rights Reserved 湘ICP备09003080号 常年法律顾问:王律师