JIU JIANG UNIVERSITY
毕 业 论 文
题 目 集装箱安装车间单层轻型门式刚架设计
英文题目 Single light gantry container
installation workshop frame design
院 系 土木工程与城市建设学院
专 业 土木工程
姓 名 郑扬扬 年 级 A1111 学 号 11115020134
指导教师 徐芸
二零一五年五月
摘 要
近年来，随着工业的快速发展和钢结构技术的不断进步与更新，新型材料运用越来越广泛，轻型钢结构也大量涌现，尤其是轻型门式钢架结构在单层工业厂房、仓库、超市等大跨度建筑中得到了广泛的应用。
整个设计工程中，建筑设计起到决定性的作用。不仅要考虑建筑的外观造型和内部布局是否合理,还要考虑辅助功能、采光、消防安全等问题。“布局合理、设施完善、设计先进、美观大方”是该设计的主要原则,为的是建造一座安全、经济、实用、美观、大方的集装箱安装车间。还在结构布置上体现了钢框架结构的多种优势，比如跨度大、稳定性好、抗震性能强、自重小、空间布置灵活等建筑外观要求美观、新颖，能够充分体现轻钢结构建筑的美学特点。该建筑体现出框架结构布局灵活的优势，所以店铺的位置只做了大体分隔，具体的大小和位置安排均自行选择安排。
本设计包括建筑设计和结构设计两部分。建筑设计主要包括建筑设计总说明、平面设计、立面设计、剖面设计以及细部详图；结构设计方面，先根据平面布置对梁柱的尺寸进行初选，然后进选出一榀框架进行横向荷载和竖向荷载的计算，并进行内力组合；根据计算结果和构造要求，对框架梁和柱进行验算，最后对节点、楼梯、基础等进行设计。
关键词：轻型钢结构； 钢框架结构；建筑设计；结构设计
Abstract
In recent years, with the continuous progress and updating of industrial rapid development and technology of steel structure and new materials used more and more widely, light steel structure in large numbers, especially lightweight steel portal frame structure in the mono layer workshops, warehouses, supermarkets, and the construction of large span has been widely used.
Throughout the design, architectural design plays a decisive role. Not only to consider the architectural appearance and internal layout is reasonable, but also to consider the auxiliary functions, lighting, fire safety and other issues. \principle of the design, for is to build a safe, economic, practical, beautiful, container installation workshop. Also in the structure layout reflects the many advantages of steel frame structure, such as large span, good stability, strong shock resistance, light weight, flexible arrangement of space and the exterior of the building requirements of novelty, beautiful appearance, and can fully reflect the aesthetic characteristics of the light steel structure building. This architecture reflects the advantages of the layout of the frame structure, so the position of the shop is only roughly separated, the concrete size and the location arrangement are all chosen for arrangement..
This design includes two parts of architectural design and structure design. Architectural design mainly includes general description of architectural design, graphic design, facade design, profile design and details; structural design, first on the behavior of beam to column size according to the layout of the primaries, and then select one pin frame for the calculation of horizontal load and vertical load, and the combination of internal forces; according to the calculation results and construction requirement, carries on the checking calculation of frame
beams and columns. Finally, on the node, the stairs, the foundation design.
Key words: light steel structure; steel frame structure; architectural
design; structure design
目 录
第一章 建筑设计 ................................................. 1
1.1 工程概况 ................................................ 1 1.2 建筑设计原理及要求 ...................................... 1 1.3 建筑设计资料 ............................................ 2 1.3.1工程地质条件 ......................................... 2 1.3.2 气象条件 ............................................ 2 1.4 建筑设计说明 ............................................ 2 1.4.1平面设计 ............................................. 2 1.4.2集装箱安装车间的立面设计 ............................. 3 1.4.3集装箱安装车间的剖面设计 ............................. 3 第二章 结构设计计算 ............................................. 4
2.1.结构设计资料 ............................................. 4 2.2.结构布置及计算简图 ....................................... 4 2.3荷载计算 .................................................. 5 2.3.1荷载取值计算 ......................................... 5
2.3.2各部分作用的荷载标准值计算 ........................... 6
第三章 内力计算 .................................................. 7
3.1在恒荷载作用下 ............................................ 8 3.2在活荷载作用下 ............................................ 9 3.3在风荷载作用下 ........................................... 11 第四章 内力组合 .................................................. 14 第五章 刚架设计 .................................................. 16 5.1截面设计 ................................................. 16 5.2构件验算 ................................................. 16 5.3节点验算 ................................................. 20
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