型钢混凝土粘结滑移性能研究综述  

Study on bond-slip performance of steel reinforced concrete

作　　者：翟江棚 石丹丹[1] 曾勇[1] 张肖煜 付校龙 

机构地区：[1]河海大学土木与交通学院,江苏南京210098

出　　处：《山西建筑》2017年第15期43-44,共2页Shanxi Architecture

摘　　要：分析了SRC结构粘结滑移的研究现状,从混凝土强度、保护层厚度、剪切连接件、横向配箍率等方面,阐述了型钢混凝土粘结性能的影响因素,并介绍了该结构粘结强度的计算方法,为今后类似问题的研究提供了依据。The paper analyzes the research on the bond slip of SRC structure, illustrates the influential factors of the steel concrete bond perform-ance from the concrete strength, thickness of protective layer, shearing connection member, horizontal stirrup reinforcement ratio, and introduces the calculation methods for the bond strength of the structure, so as to provide some reference for the study on similar problem.

关 键 词：型钢混凝土 粘结滑移性能 保护层 粘结强度 

分 类 号：TU375[建筑科学—结构工程]