大型钢模壳的开发与施工技术  

Development and Engineering Techniqucs of Large-scale Steel Formwork

作　　者：龚耀民 曹江 王连申 黄洁 

机构地区：[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

出　　处：《基建优化》2001年第1期30-31,33,共3页Optimization of Capital Construction

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 。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.

关 键 词：钢模壳 施工工艺 塑料模壳 玻璃钢模壳 

分 类 号：TU755.2[建筑科学—建筑技术科学]