恒通公司货厢改装车间设计

范文编号:TM054   范文字数:10123,页数:88  附CAD图

摘 要

 本工程为轻型门式钢结构厂房，为货车货厢改装，拟建建筑物位于河北省邯郸市某地，总建筑面积756平方米，主体结构1层, 内设10t桥式起重机（吊车）一部。本次文档设计在提供设计资料的基础上，初步确定建筑设计方案，选择结构体系，布置结构构件，进行了荷载计算，结构内力分析，确定构件截面，设计连接节点，绘制结构施工图。进行了吊车梁的设计，计算了刚架强度验算和稳定验算，檩条的强度验算和稳定验算，墙梁的强度计算和稳定验算，抗风柱的强度计算和稳定验算，还进行了地梁和基础的设计。所涉及到的部分计算过程由PKPM08STS-PK（2008.8）完成。

关键词：门式刚架；单层厂房；钢结构设计；轻钢结构；PKPM-STS；

Design of a single-layer plant of light steel structure

Abstract

 The project known as a factory building of a lightweight steel portal structure, which has located in Handan, Hebei Province, is refitted by truck carriages. It has a total construction area of 756 square meters, and the main structure is one layer, with a 10t crane beam . The graduation project is based on design information and makes the preliminary architectural design program to identify, selects the structure system, arranges the structural components, calculates loads, makse the structural internal force analysis to determine the component cross-section, then makes the design of connected nodes, maps the working drawings of the structure . Besides, we conducted a crane beam design, made the calculation of the frame strength and stability check, checked purlin strength and stability, checked wall-beam strength and stability, checked the wind column strength and stability. Also we conducted a design of ground beam and the basis. Part of the calculation process which involved has been proofed by people, inputed model, and finally accomplished by PKPM08STS-PK（2008.8）.
 

Keywords：lightweight steel portal structure; single-storey factory building; steel design; PKPM-STS；

目 录
中文摘要 1
英文摘要 2
1.工程概况和建筑设计 7
1.1 工程概况 7
1.2 原始设计资料 7
1.3 建筑设计 8
2.刚架荷载计算 10
2.1 计算模型选取 10
2.2 荷载取值（标准值） 10
2.3 刚架各部分的荷载计算（标准值） 12
2.4 吊车荷载计算（标准值） 13
2.5 构件截面初定 15
3.刚架内力计算 15
3.1 结构计算简图 15
3.4内力组合 31
4.刚架梁、柱截面验算 35
4.1 柱截面验算：（取Ⅳ－Ⅳ截面的控制内力验算） 35
4.2 梁：（取Ⅳ－Ⅳ截面的控制内力验算） 38
4.3 刚架节点位移 42
5.节点设计 44
5.1 梁柱节点 44
5.2 梁梁节点 48
5.3  柱脚节点 52
5.4  牛腿节点 56
6.吊车梁设计 58
7.檩条设计 64
7.1 檩条内力计算 64
7.2 截面选择 65
7.3 强度验算 66
7.4 稳定计算（不考虑屋面板对上翼缘的约束） 66
7.5 变形计算 67
7.6 构造要求 67
8.墙梁设计 68
8.1 墙梁的荷载计算 68
8.2 截面特性 69
8.3 强度计算 69
8.4 整体稳定计算 69
8.5 挠度计算 70
8.6 墙梁节点计算 70
9.抗风柱设计 72
9.1 荷载 72
9.2 内力 72
9.3 截面特性 75
9.4 强度计算 75
9.5 整体稳定计算 75
9.6 抗剪强度验算 77
9.7 刚度验算 77
10.地梁和基础设计 78
10.1 地梁设计 78
10.2 基础设计 80
致谢 86
参考文献 87
附图CAD 88

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