摘要
为了研究波折形开孔板连接件在钢-混凝土连续组合梁中的连接性能,提出在组合梁中设置不同排列方式的波折形开孔板连接件,并通过单调加载试验研究混凝土板与钢梁上翼缘交界面处的相对滑移量、破坏形态和裂缝分布。结果表明,只在连续梁的反弯点和边支座附近布置剪力连接件的形式可以充分利用连接件的抗剪作用。
In order to study the connection performance of corrugated perforated plates in steel-concrete continuous composite beams, this paper proposed that the different arrangement modes of corrugated perforated plates should be set in composite beam and the relative slip between concrete plate and steel beam, mode of failure and distribution of cracks should be studied under monotonic loading tests. This paper showed that only the corrugated perforated plates were arranged in the point of inflection of steel-concrete continuous composite beams and near the loading point and side support, could the shear resistance of the corrugated perforated plates be fully used.
出处
《苏州科技学院学报（工程技术版）》
CAS
2014年第4期54-57,共4页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
关键词
钢-混凝土连续组合梁
波折形开孔板
连接性能
试验研究
steel-concrete continuous composite beams
corrugated perforated plate
the connection performance experimental study
