悬挑脚手架型钢悬挑梁的设计计算  

STRENGTH-BEARING ANALYSIS OF SUSPENDED SCAFFOLD'S STEEL GIRDER

作　　者：范楚暄 叶燕华[1] 李世歌 

机构地区：[1]南京工业大学土木工程学院,南京210000 [2]连云港市建筑设计研究院,连云港江苏222000

出　　处：《建筑技术》2013年第8期754-757,共4页Architecture Technology

摘　　要：随着高层建筑的日益增多,建筑结构的日趋复杂,工字型钢悬挑脚手架以其投入低、周转快、节约工期等特点广泛应用于实际工程中。通过工程实例,在对比新旧规范的基础上,选用更切合实际的计算模型,对确保钢悬挑脚手架安全的关键部位型钢悬挑梁进行设计计算分析,形成计算模板,供实际工程参考。With the increasing number of the high-rise buildings,the structure of these buildings is becoming more and more complex.Cantilevered scaffold,for its lower input,fast turnover rate,time saving,and many other advantages,is widely applied in practice.This paper selects more realistic computational model on the basis of contrasting the old and new norms for the steel cantilever beam stress analysis.A calculation manual has been provided for the actual project.

关 键 词：型钢挑梁 设计计算 悬挑脚手架 

分 类 号：TU755[建筑科学—建筑技术科学]