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Moment Resisting Connections with Post-Installed Reinforcement Bars

机译:后安装钢筋的抗弯连接

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摘要

As a result of the increasing need for rehabilitation and upgrade of existing structures, post-installed reinforcing bars in concrete are rapidly gaining in importance. For such applications, the Hilti HIT injection system has proved to be reliable. Only straight ends of bars can be installed for post-installed bars. For such a frame node a design concept with strut-and-tie model, based on Eurocode 2, is presented. A series of 18 tests on full scale specimens with cast-in hooked and straight bars and post-installed connection bars has been performed. The anchorage depth, the concrete strength and the reinforcement ratio have also been varied. The test results are evaluated in this paper with respect to the strut-and-tie model.
机译:由于对现有结构进行修复和升级的需求日益增加,混凝土中的后安装钢筋越来越重要。对于此类应用,Hilti HIT注射系统已被证明是可靠的。后期安装的钢筋只能安装钢筋的直端。对于这样的框架节点,提出了一种基于Eurocode 2的带有拉杆-拉杆模型的设计概念。使用铸入的钩形和直形杆以及安装后的连接杆,对满量程样品进行了18项测试。锚固深度,混凝土强度和增强比也有所变化。在本文中,针对拉杆-拉杆模型评估了测试结果。

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