某公司单层轻型钢结构仓库设计

土木工程论文编号:TM124   论文字数:11252,页数:73  附任务书，开题报告，文献综述，外文翻译，CAD图

目  录
中文摘要 I
英文摘要 II
目录 III
1 绪论 1
      1.1　我国钢结构发展现状及趋势 1
       1.2  门式刚架特点及适用范围 1
       1.3  本论文的技术路线及预期成果 2
2 建筑设计 3
3 结构设计  4
      3.1 结构平面柱网及支撑布置 4        
      3.2 设计资料 4
      3.3 吊车梁设计 5
      3.4 檩条设计 11
      3.5 梁、柱截面形式 17
      3.6 荷载的计算 17
      3.7 内力计算 21
      3.8 内力组合 31
      3.9 构件截面设计 33
      3.10 节点设计 39
      3.11 基础计算 54
 3.12 施工图设计 64
4 结论 66
致谢 67
参考文献 68

摘 要

 本次毕业设计为轻型钢结构仓库。这次设计的主要目的是了解并掌握轻型钢结构仓库的设计过程，为以后工作学习打下良好基础。本次设计的主要内容是：门架计算单元的选择；门架的受力计算简图；荷载计算；门架恒载、风荷载及屋面均布活荷载；内力计算及内力组合；计算最不利荷载组合的内力值；门架计算；柱梁接点计算；基础设计；柱基础配筋计算；其它构件的设计计算；抗风柱；柱间支撑；并进行了4m,5m,6m,7m,8m五种柱距用钢量比较，得出了轻型钢结构厂房采用刚接形式，6m柱距用钢量较省，该刚架属于最优选择。关键词: 门式刚架；钢结构；施工图

Abstract
 This graduation design contents is a light steel structure factory. The mostly aim of this design is to realize and mastery the process of the light structure factory design and to prepare for the anon work and study. The mostly content of this graduation is: the choice of the unit doorframe enumerate; the enumerate diagram of the doorframe; the enumerate of the load; the lasting load of the doorframe; the windy load and the live load of the roofage; the enumerate of the internal force and the combination of the internal force; count the internal force of the most disadvantage combined load; the enumerate of the doorframe; the enumerate of the columniation and girder contact; the design of the foundation; the calculate of the plinth steel bar; the calculate of other component design; the columniation to resist wind; the brace of the columniation; and compare the consume of steel of five columniation as 4m, 5m, 6m, 7m, 8m, educe that if the light steel structure factory use the freshness form, the most save of the consume of steel is 6m, this is the best one.

Keywords: Light-gage steel structure; Steel structure; The construction diagram