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.
出处
《基建优化》
2001年第1期30-31,33,共3页
Optimization of Capital Construction
关键词
钢模壳
施工工艺
塑料模壳
玻璃钢模壳
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