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Epoxy Anchors in URM Elements with Mechanical Enhancements to Achieve Higher Tension and Shear Capacities

机译:具有机械增强的URM元素中的环氧锚固,以实现更高的张力和剪切容量

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Tension and shear capacities of epoxy anchors in unreinforced masonry (URM) elements are published in various International Code Council-Evaluation Services (ICC-ES) reports jointly developed by the anchor manufacturers and ICC-ES. These reports were developed based on the testing procedures found in the Acceptance Criteria for Adhesive Anchors in Concrete and Masonry Elements (AC58) and Acceptance Criteria for Anchors in Unreinforced Masonry Elements (AC60) published by ICC-ES. Mandatory upper bound limits on allowable shear and tension values for all epoxy anchors in URM elements are imposed in AC60 regardless if higher values are achieved through testing. A recent project involving the authors' required higher tension and shear capacities for epoxy anchors than what could be achieved under the AC60 criteria. The project consisted of replacement of a fire escape that is directly attached to a historic URM building located within the Seattle Pioneer Square Historic Preservation District (SPSHPD). To maintain the appearance and historical value of the existing building, the size, number, and location of anchors for the replacement fire escape had to match the original as closely as possible. This resulted in higher tension and shear demands on the anchors than what were allowed under the current code. In order to achieve higher anchor capacities mechanical enhancements were made to the epoxy anchors using direct bearing mechanisms and an on-site project-specific test program was carried out following the AC58 and AC60 testing protocols. Higher tension and shear capacities were achieved and test results were accepted by the city building department for the building permit application. The replacement of the fire escape is currently underway. This paper discusses the specifics of the epoxy anchor mechanical enhancements developed by the authors, the project specific anchor testing program, and the fire escape replacement.
机译:环氧树脂锚杆(URM)元素的张力和剪切能力在各种国际守则议会评估服务(ICC-ES)报告中公布,由Anchor制造商和ICC-ES共同开发。这些报告是基于在混凝土和砌体元素(AC58)中的粘合剂锚固件(AC58)中的粘接标准中发现的测试程序,以及ICC-ES发布的未原始砌体元素(AC60)中的锚点的验收标准。无论通过测试实现更高的值,何种允许的URM元素中的所有环氧锚的允许剪切和张力值的强制性上限限制在AC60中施加。最近涉及作者的项目需要更高的张力和环氧锚剪切容量,而不是在AC60标准下可以实现的。该项目包括更换火灾逃生,即直接附加到位于西雅图先锋广场历史保存区(SPSHPD)内的历史型URM建筑。为了维持现有建筑的外观和历史价值,锚固架的尺寸,数量和位置必须尽可能地匹配原件。这导致锚固升高和剪切要求而不是当前代码下允许的速度。为了实现更高的锚固能力,使用直接轴承机制对环氧树脂锚固进行机械增强,并在AC58和AC60测试协议之后进行现场项目特定的测试程序。实现了较高的张力和剪切能力,并由城市建筑部门接受了建筑许可申请的测试结果。替换消防逃逸目前正在进行中。本文讨论了作者开发的环氧锚机械增强功能,项目特定的锚点测试程序和消防逃逸替代品的细节。

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