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钢模壳在无粘结预应力双向密肋楼盖中的应用
引用本文:龚耀明.钢模壳在无粘结预应力双向密肋楼盖中的应用[J].施工技术,2000,29(3).
作者姓名:龚耀明
作者单位:中国建筑二局三公司一分公司,北京,100071
摘    要:在中国建筑文化中心工程无粘结预应力双向密肋楼盖体系施工中,突破现有的建筑模壳,研制开发了新型GM03型建筑钢模壳,并结合使用早拆支撑体系,达到了预期的清水混凝土效果。

关 键 词:钢模壳  支撑体系  无粘结预应力  密肋楼盖  清水混凝土  高层建筑

Application of Steel Form Shells in the Prestress without Bond Two-way Ribs Floor
GONG Yao-ming.Application of Steel Form Shells in the Prestress without Bond Two-way Ribs Floor[J].Construction Technology,2000,29(3).
Authors:GONG Yao-ming
Abstract:During the construction of the prestress without bond two way ribs floor system in the Chinese Architectural Culture Center, the new type GM03 building steel form shell is developed and breaks through the building form shell now available. In combination with the early removal bracing system, the desired results of fair faced concrete are achieved.
Keywords:steel form shell  bracing system  prestress without bond  rib floor  fair  faced concrete  high  rise building
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