摘要
根据工程实例,在钢管混凝土柱框架结构中采用现浇模壳密肋楼盖体系,通过方案对比显示出密肋楼盖体系和钢管混凝土柱的优越性和适用性,并进一步对比分析了大尺寸模壳的经济性。现浇模壳密肋楼盖结合钢管混凝土柱框架结构体系为大跨度或重荷载工程设计提供参考。
Combining with the engineering example, the frame construction system is applied, which is cast-in-place shutterings close-ribbed floor in concrete filled steel tubular column frame construction. By comparing of several different structures, both shutterings close-ribbed floor and concrete filled steel tubular column frame exhibit more advantages and economy, even in larger dimension shutterings. Cast-in-place shutterings close-ribbed floor with concrete filled steel tubular column frame construction system is a new construction system which provides good references for large span or heavy loading engineering designs.
出处
《低温建筑技术》
2009年第10期43-44,共2页
Low Temperature Architecture Technology
关键词
结构体系
密肋楼盖
钢管混凝土柱
现浇模壳
construction system
close-ribbed foor
concrete filled steel tubular column
cast-in-place shutterings
