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冷轧带肋钢筋混凝土双向密肋夹心楼盖与双向平板的对比性试验研究
引用本文:彭利英,朱建华,刘哲锋.冷轧带肋钢筋混凝土双向密肋夹心楼盖与双向平板的对比性试验研究[J].湖南工程学院学报(自然科学版),2001(Z1).
作者姓名:彭利英  朱建华  刘哲锋
作者单位:湖南工程学院建筑工程系 湖南湘潭411104 (彭利英,朱建华),湖南大学土木工程学院 湖南长沙410082(刘哲锋)
摘    要:对冷轧带肋钢筋混凝土双向密肋夹心楼盖的结构形式、受力性能及计算方法进行阐述 ,并且通过与一块平面尺寸相同、活荷载相同的实心双向板设计对比 ,论述了推广冷轧带肋钢筋双向密肋夹心楼盖的意义

关 键 词:钢筋混凝土  双向  密肋  夹心  楼盖

A Comparing Experimental Research between the Sandwich Floor of Reinforced Concrete with Two-way Dense Ribs Cast-in-situ and That of Two Solid Slab Cast-in-situ.
PENG Li-ying,ZHU Jian-hua,LIU Zhe-feng.A Comparing Experimental Research between the Sandwich Floor of Reinforced Concrete with Two-way Dense Ribs Cast-in-situ and That of Two Solid Slab Cast-in-situ.[J].Journal of Hunan Institute of Engineering(Natural Science Edition),2001(Z1).
Authors:PENG Li-ying  ZHU Jian-hua  LIU Zhe-feng
Abstract:The paper intreduces the structural type,behavior under loads and calculating methods of the sandwich floor of reinforced concrete with two-way dense ribs cast-in-situ.By comparing the design of the sandwich floor of reinforced concrete with two-way dense ribs cast-in-situ with that of two way solid slab cast-in-situ,whose dimension and moving loads are the same,the meaning of popularizing the sandwich floor of reinforced concrete with two-way dense ribs cast-in-situ is shown.
Keywords:reinforced concrete  two-way  dense ribs  sandwich floor  
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