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Influence of construction conditions on strength of post installed bonded anchors

机译:施工条件对后装式锚固强度的影响

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摘要

This paper presents an extensive experimental work on various factors related to the construction conditions that affect the strength of post installed bonded anchors in concrete. The strength of the anchors was evaluated in conventional and self-compacting concrete. Two walls, 2 m high, one of conventional vibrated concrete (VC) and the other of self-compacting concrete (SCC) were built. In each of the walls, 175 anchors of 20 mm rebars were installed. The variables considered for each concrete block were the type of drilling machine used for drilling the hole, type of filling material, moisture conditions of the hole during installation, cleanliness of the hole, and installation direction. A detailed statistical analysis was used to evaluate the influence of the considered variables on the anchors ultimate capacity and slippage of the rebar at service level. The results show that the installation conditions significantly affect the strength of the anchors. The type of drilling machine has a major impact on the anchor strength, while the drill diameter had no significant impact on the results. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文针对影响施工后混凝土中粘结锚固强度的各种施工条件提出了广泛的实验工作。在常规和自密实混凝土中评估了锚固的强度。建造了两堵2m高的墙,其中一堵是传统的振动混凝土(VC),另一堵是自密实混凝土(SCC)。在每个墙壁中,安装了175个20毫米钢筋的锚。每个混凝土砌块考虑的变量是用于钻孔的钻孔机的类型,填充材料的类型,安装期间孔的湿度条件,孔的清洁度和安装方向。进行了详细的统计分析,以评估所考虑的变量对服务水平的锚的极限承载力和钢筋滑移的影响。结果表明,安装条件显着影响了锚固件的强度。钻孔机的类型对锚固强度有重大影响,而钻头直径对结果无明显影响。 (C)2017 Elsevier Ltd.保留所有权利。

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