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  

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.

作　　者：彭利英[1] 朱建华[1] 刘哲锋[2] 

机构地区：[1]湖南工程学院建筑工程系,湖南湘潭411104 [2]湖南大学土木工程学院,湖南长沙410082

出　　处：《湖南工程学院学报（自然科学版）》2001年第3期81-84,共4页Journal of Hunan Institute of Engineering(Natural Science Edition)

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 。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.

关 键 词：冷轧带肋钢筋混凝土 双向 密肋 夹心 楼盖 双向平板 对比性试验 

分 类 号：TU225[建筑科学—建筑设计及理论]