超高、超重现浇钢筋混凝土楼板模板支撑体系设计与施工技术  

DESIGN AND CONSTRUCTION OF FORMWORK BRACING SYSTEM FOR SUPER HIGH AND SUPER HEAVY CAST-IN-SITU RC FLOOR

作　　者：王鑫[1] 暴士军 赵炳福 

机构地区：[1]北京建工集团有限责任公司总承包二部,北京100045

出　　处：《建筑技术》2007年第4期268-269,共2页Architecture Technology

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.

关 键 词：超高 重荷载 楼板 模板 支撑体系 

分 类 号：TU755.2[建筑科学—建筑技术科学]