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Summary of Research on Seismic Behavior of Precast Column System With the Same Effect as the Cast-In-Place Column

机译:具有相同效应作为铸造柱的预制柱系统抗震性能研究综述

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This paper introduces five splicing methods between the precast columns and the cap beam or footing: Wet Joint connection, socket connection, grouted splice sleeve connection, grouted ducts connection, UHPC connection, and the grouted ducts connection between each section of the column, reviewing various types of connection structure, construction characteristics and seismic performance from two aspects of experimental research and engineering application, in order to provide reference for domestic research peers and promote the application of the precast column system with the same effect as the cast-in-place column (CIP) in China.
机译:本文介绍了预制柱和帽梁或脚梁之间的五种拼接方法:湿接头连接,插座连接,灌浆接头套筒连接,灌浆管道连接,UHPC连接和柱之间的每个部分之间的灌浆管道连接,查看各种从实验研究和工程应用的两个方面的连接结构,施工特性和地震性能,为了为国内研究同行提供参考,并促进预制柱系统的应用与铸造柱相同的效果(CIP)在中国。

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