混凝土密肋楼盖性能分析及探讨  

Analysis and Discussion of Concrete Rib Floor Performance

作　　者：郭靳时[1] 田翠[1] 

机构地区：[1]吉林建筑大学,吉林长春130118

出　　处：《四川建材》2016年第4期76-77,共2页Sichuan Building Materials

摘　　要：通过了解大跨度建筑对楼板的要求,将普通楼板与混凝土密肋楼盖进行对比,得到后者具有刚度大,自重小、变形性能好和工程造价低的特点。混凝土密肋楼盖技术是现代建筑设计和结构设计的重要技术。本文简单介绍楼盖及密肋楼盖的发展、定义和性能等,通过应用实例了解混凝土密肋楼盖的优缺点,得到其适用范围。Concrete ribbed floor is an important core technologyof architecture design and structure design, comparedwith the ordinary floor, has big stiffness, small weight, goodperformance of deformation performance and reduce the engineeringcost. The paper simply introduces the development of thefloor and ribbed floor, definition and performance, etc. ,understandthe advantages and disadvantages of concrete ribbedfloor by application examples.

关 键 词：密肋楼盖 密肋板 楼盖体系 双向密肋楼盖 

分 类 号：TU377[建筑科学—结构工程]