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首页> 外文会议>Conference on Connections Between Steel and Concrete Vol.2 Sep 10-12, 2001 Stuttgart, Germany >AN EXPERIMENTAL STUDY ON THE CONNECTION JOINTS BETWEEN STEEL GIRDER AND REINFORCED CONCRETE COLUMN WITH VARIOUS TYPES OF EMBEDDED LOAD TRANSFERRING PLATES
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AN EXPERIMENTAL STUDY ON THE CONNECTION JOINTS BETWEEN STEEL GIRDER AND REINFORCED CONCRETE COLUMN WITH VARIOUS TYPES OF EMBEDDED LOAD TRANSFERRING PLATES

机译：钢梁与各种类型嵌入式荷载传递板的钢筋混凝土柱连接节点的试验研究

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摘要

This paper discusses the load bearing mechanism of the connection joins between reinforced concrete columns and steel girders. The discussion is based on the experimental results and data that have been obtained from six pieces of specimens. Because of the complexity of the bearing mechanism in the vicinity of the connection joints, the authors selected one experimental parameter in common for all of the specimens: the steel girder is arranged to penetrate into the joint core. Additional reinforcing steel parts are necessary to be placed inside of the panel zone so that the bending moment of the steel girder should be transferred to the columns by way of the connection joint. These reinforcing parts are the key parameters for this experimental study: 1 Band Plate, 2 Face Bearing Plate, and 3 Steel Web Plate. Attention is paid to the load bearing strength, stiffness, deformation capacity, and ductility factor associated with the panel zone. The experimentally obtained and clarified roles of those plates are stated qualitatively at the end of the paper.
机译：本文讨论了钢筋混凝土柱与钢梁之间连接处的承载机理。讨论基于实验结果和从六块样品获得的数据。由于连接接头附近的轴承机构很复杂，因此作者为所有试样选择了一个共同的实验参数：钢梁布置成可穿透接头核心。必须在面板区域内放置其他钢筋部件，以便应通过连接接头将钢梁的弯矩传递给立柱。这些增强部件是此实验研究的关键参数：1个带状板，2个端面支承板和3个钢腹板。注意与面板区域相关的承载强度，刚度，变形能力和延性因子。实验性获得的那些板块的作用在论文末尾定性地描述。

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