河南城建学院学报Issue(6)：13-16,4.
钢筋混凝土叠合板的抗弯性能研究
Research on flexural performance of reinforced concrete composite slabs
董加柱 1王鹏 1王庆华2
作者信息
- 1. 机械工业第六设计研究院有限公司，河南 郑州450000
- 2. 吉林大学建设工程学院，吉林 长春130000
- 折叠
摘要
Abstract
This paper studied the flexural performance of reinforced concrete composite slabs with new com-posite permanent formwork made by Construction Engineering College of Jilin University. The research results show that reinforced concrete composite slabs with effectively treatment on laminated surface can ensure the prefabricated part and cast-in-place parts share the load well. Compared with ordinary concrete plate, the ulti-mate bearing capacity of composite slabs is 8. 99% higher, and the cracking capability of tensile area is greatly enhanced. The damages of reinforced concrete composite slabs belong to large deformation of plastic failure, and their flexural performance is excellent.关键词
新型永久模板/抗弯性能/叠合面Key words
New permanent formwork/flexural performance/laminated surface分类
建筑与水利引用本文复制引用
董加柱,王鹏,王庆华..钢筋混凝土叠合板的抗弯性能研究[J].河南城建学院学报,2014,(6):13-16,4.
