In-situ installation safety of post-installed anchorages—Investigations on construction sites

Oliver Zeman, Elisabeth Stierschneider, Michael Schwenn, Konrad Bergmeister
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Abstract

The sensitivity to reduced installation effort of post-installed fastening systems is determined during the product qualification through robustness tests conducted under controlled laboratory conditions. Using the concept of required α-factors, the installation safety factor γinst is determined and provided as an essential characteristic in the corresponding European Technical Assessment (ETA) of the fastener. The purpose of robustness tests is to simulate reduced installation conditions. To gain more insight on the variability of the installation conditions in practice, an in-situ verification of the installation safety factor is carried out on four different construction sites in Austria using four anchorage types to cover all working principles. For this in-situ verification, the obtained ultimate loads from unconfined pull-out tests on-site are compared with corresponding ultimate loads from reference tests under laboratory conditions. Based on the in-situ tests, it is verified if the designed robustness tests are sufficiently appropriate to cover in-situ variations during the installation. The investigation shows that for all tested fastening products, the specified installation safety factor from the ETA could be confirmed with the in-situ tests based on mean values. As expected, the coefficient of variation of the in-situ tests is for torque-controlled mechanical fasteners around two to three times higher than in the laboratory tests, for concrete screws and bonded anchors, the value 1.5 applies.

Abstract Image

后安装锚的原位安装安全施工现场调查
通过在受控实验室条件下进行的稳健性测试,在产品认证期间确定后安装紧固系统对减少安装工作量的敏感性。利用所需α-因子的概念,确定了安装安全系数γ - inst,并将其作为紧固件相应的欧洲技术评估(ETA)的基本特征。鲁棒性测试的目的是模拟简化的安装条件。为了更深入地了解安装条件在实践中的可变性,在奥地利的四个不同的建筑工地进行了安装安全系数的现场验证,使用四种锚固类型来涵盖所有工作原理。为了进行现场验证,将现场无侧限拉拔试验获得的极限载荷与实验室条件下参考试验的相应极限载荷进行了比较。在现场试验的基础上,验证了设计的鲁棒性试验是否足以覆盖安装过程中的现场变化。调查表明,对于所有测试的紧固产品,基于平均值的现场试验可以确定ETA规定的安装安全系数。正如预期的那样,对于扭矩控制的机械紧固件,现场试验的变异系数比实验室试验高出约2至3倍,对于混凝土螺钉和粘结锚,其值为1.5。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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