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

机译:具有机械增强功能的URM元件中的环氧树脂锚,可实现更高的拉伸强度和剪切能力

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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:由锚制造商和ICC-ES联合开发的各种国际规范理事会评估服务(ICC-ES)报告中都公开了非增强砌体(URM)单元中环氧锚的拉伸和剪切能力。这些报告是根据ICC-ES发布的《混凝土和砌体中的粘合剂锚固验收标准(AC58)和非增强砌体中的锚固验收标准(AC60)》中的测试程序制定的。对于AC60中URM元件中所有环氧锚的允许剪切和拉伸值的强制性上限,无论是否通过测试获得了更高的值,都必须遵守。作者最近的一个项目要求环氧锚栓的拉伸和剪切能力要比AC60标准下更高。该项目包括更换一个防火通道,该防火通道直接连接到位于西雅图先锋广场历史保护区(SPSHPD)内的URM历史建筑物。为了保持现有建筑物的外观和历史价值,用于替换防火梯的锚的大小,数量和位置必须与原始建筑物尽可能接近。这导致对锚固件的拉力和剪切力要求高于当前规范所允许的范围。为了获得更高的锚固能力,使用直接支承机制对环氧锚固进行了机械增强,并根据AC58和AC60测试规程进行了针对项目的现场测试程序。获得了更高的拉伸和剪切能力,测试结果被城市建筑部门接受以申请建筑许可。防火通道的更换目前正在进行中。本文讨论了作者开发的环氧锚机械增强性能的细节,项目特定的锚测试程序以及防火通道的更换。

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