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大型钢模壳的开发与施工技术
引用本文:龚耀民,曹江,王连申,黄洁.大型钢模壳的开发与施工技术[J].基建优化,2001,22(1):30-31.
作者姓名:龚耀民  曹江  王连申  黄洁
作者单位:1. 中建总公司二局三公司一分公司,北京,100071
2. 中国建筑文化中心项目经理部,北京,100073
摘    要:中国建筑文化中心展厅及以上的楼层 ,设计采用了适合公共建筑的无粘结预应力双向密肋板结构体系 ,取得了很好的综合效益。施工在选用支模方案时 ,开发了大型钢模壳 ,代替了现常用的塑料模壳、玻璃钢模壳 ,不仅为本工程降低了投资、提高了外观质量 ,且为今后推广这类结构时 ,提供了实践经验

关 键 词:无粘结预应力双向密肋板  大型钢模壳的研究与开发  早拆支撑体系的设计  大型钢模壳施工工艺
文章编号:1000-7717(2001)01-0030-31

Development and Engineering Techniqucs of Large-scale Steel Formwork
GONG Yaomin,CAO Jiang,WANG Lianshen,HUANG Jie.Development and Engineering Techniqucs of Large-scale Steel Formwork[J].Optimization of Capital Construction,2001,22(1):30-31.
Authors:GONG Yaomin  CAO Jiang  WANG Lianshen  HUANG Jie
Institution:1 Branch 1 of Division 3 of the Second Bureau of China State Construction Engineering Corp 100071;2 Project Managerutrt Office ofChira Architectural Culture Canter 100037
Abstract:The ehibition hall and upstair storeys of China Architectual Culturc Center were designed with the application of the nonghitng prcstressed bidirectional dense nibbon plate strulcture,winch is suitable to public buildings and has since gained great comprehensive benefits The large scale steel formwork developed during the corntrlruction process wheh,cvalututing what kind of shuttering scheme should be used replaced those plastic and fiberglass reinforced fomworks that are cotmmotily used.Such nti iunovation not only gave the building under construction a better appearance while lowering the cost of this project but also served as a practical experience for popularizing this formwork structure in the future.
Keywords:Non-gluing prestressed bidirectional dense ribbon plate  Research and development of large-scale steel formwork  Design of early dismantled support system  Engineering techniques of large-scale steel fomwork
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