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Mechanical Anchorage of Bars with Screw-Type Coupler and Perforated Plates in Precast Concrete Beam-Column Joint

机译:预制混凝土梁柱节点中带螺钉型连接器和带孔板的钢筋的机械锚固

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摘要

The purpose of this study is to determine the characteristics of the mechanical anchorage of reinforcing bars with screw-type coupler and perforated plate, so called MAB-COP (Mechanical Anchorage of Bars with screw-type COupler and Perforated plate) in precast concrete beam-column joint. The newly proposed mechanical anchorage; MAB-COP is a kind of headed reinforcement, but not screw-threaded on the reinforcement. The bottom bars of the precast beam are anchored by MAB-COP in beam-column joint. A series of test specimens was prepared to consider the effects of the variables, such as the anchorage length of the reinforcing bar (14d_b, 12d_b, 9d_b), and anchoring method. Pullout tests conforming to the ASTM were carried out to assess the effects of several variables on anchoring strength of bars. Based on the test results, it is concluded that the behavior of the specimen anchored by MAB-COP with the anchorage length of 12d_b, was as good as, or better than that of the specimen anchored with 90-degree standard hook.
机译:这项研究的目的是确定带螺纹型耦合器和多孔板的钢筋的机械锚固特性,即所谓的MAB-COP(带螺纹型耦合器和多孔板的钢筋的机械锚固)柱接头。新提出的机械锚固; MAB-COP是一种带头钢筋,但没有螺纹连接到钢筋上。预制梁的底杆由MAB-COP锚固在梁柱节点中。准备了一系列试样来考虑变量的影响,例如钢筋的锚固长度(14d_b,12d_b,9d_b)和锚固方法。进行了符合ASTM的拉拔试验,以评估几个变量对钢筋锚固强度的影响。根据测试结果,可以得出结论:锚固长度为12d_b的MAB-COP锚固试样的性能与90度标准钩形锚固试样的性能相同或更好。

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