摘要
北京奥林匹克公园(B区)国家会议中心工程超高、超重顶板共计13个部位,层高为7.8m～39.8m不等。在该部位顶板模板施工中成功应用了碗扣式钢管脚手架支撑体系,整个施工过程中未出现任何安全及质量事故。
In the National Conference Center Project at Beijing Olympic Park （Area B）, there were super high and super heavy floor at 13 locations, with storey heights from 7.8m to 39.8m. Cuplock scaffold bracing system was successfully used in those locations, and no any safety or quality accident took place in the whole process of construction.
出处
《建筑技术》
北大核心
2007年第4期268-269,共2页
Architecture Technology
关键词
超高
重荷载
楼板
模板
支撑体系
super high
heavy load
floor slab
formwork
bracing system
