摘要
首都师范学院国际文化学院大厦工程中有两个距地面 2 5m的过廊。在施工中采用另外设立钢结构临时施工平台的方法 ,与传统的搭设满堂脚手架的施工方法相比 。
A temporary steel platfor m is erected just for the construc tion of two verandas for the build ing of International Cultural Coll ege in Capital Normal College ,whose elevation from the ground i s more than 25m.This method can sa ve much time and cost comparing w ith the traditional construction m ethod of erecting all-area scaffol ds.
出处
《钢结构》
2004年第6期54-55,22,共3页
Steel Construction
