单层钢框架厂房设计中几个问题的探讨  

Discussions on the Design of the Single-layer Steel Frame Workshop

作　　者：高晰[1] 

机构地区：[1]中铝国际贵阳铝镁设计研究院有限公司,贵州贵阳550081

出　　处：《施工技术（下半月）》2012年第10期99-102,共4页Construction Technology

摘　　要：目前国内单层钢框架厂房的设计执行两本规范,即《门式刚架轻型房屋钢结构技术规程》CECS102∶2002和《钢结构设计规范》GB50017—2003。对单层钢框架厂房设计中有关厂房柱位移限值、梁的挠度限值、梁平面外的计算长度取值及抗震设计等问题进行了分析讨论,补充了有关规范中欠缺的内容,并运用于工程设计中,取得了较好的经济效果。Two codes are as references for the design of the single-layer steel frame workshop at present, which are the CECS102 ： 2002 Technical specification for steel structures of light-weight buildings with gabled frame and GB50017-2003 Code for design of steel structures. This paper analyzes and discusses limited value of the displacement of column, limited value of the flexibility of beam, calculation length values of the lateral stability of beam and seismic design related to single-layer steel frame buildings in engineering, meanwhile, adds some contents which are deficient in the relevant codes and has been used in projects. Good economic effects are gained.

关 键 词：钢结构 框架 厂房 设计 隅撑 抗震 

分 类 号：TU27[建筑科学—建筑设计及理论]