S-Clip复合箍筋混凝土框架柱的斜截面承载力  

SHEAR CARRYING CAPACITY OF CONCRETE FRAME COLUMN WITH S-CLIP OVERLAPPING HOOPS

作　　者：滕起[1] 张红英[2] 杨凤莲[2] 王海超[2] 

机构地区：[1]中国美术学院风景建筑设计研究院,杭州310002 [2]山东科技大学土木建筑学院,山东青岛266510

出　　处：《建筑技术开发》2009年第12期4-6,共3页Building Technology Development

摘　　要：对于配置S-Clip复合箍筋混凝土柱,由其不能贯通全截面布置带来的斜截面承载能力降低的问题,提出了改进的S-Clip复合箍筋配置方式,基于原试验研究结论,按照现行规范规定的原则,在确保S-CliP复合箍筋方便施工等优越性的前提下,论证了保证斜截面承载能力的技术依据,为S-Clip复合箍筋的一般应用奠定了理论基础。对于提高混凝土结构的设计质量和施工水平具有重要意义。The S-Clip overlapping hoops of concrete column can not link up the total cross -section ,which reduce the shear carrying capacity . For this question , This paper proposes the improved method of the collocation of S-Clip overlapping hoops. According to the study based on the original trial and the principles set forth by the existing specification, this paper clarifies the technical basis of the shear carrying capacity and provides a theoretical basis for the general application of S-Clip overlapping hoops, under the premise of ensuring the superiority such as convenience of construction. It is also significant to improve the concrete structure＇s quality of design and the level of construction.

关 键 词：S-Clip复合箍筋 斜截面承载能力 设计质量 施工水平 

分 类 号：TU375.3[建筑科学—结构工程]