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Use of laser interferometry for measuring concrete substrate roughness in patch repairs

机译:激光干涉仪在修补过程中用于测量混凝土基材的粗糙度

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摘要

The overall success and long-term durability of a patch repair is significantly influenced by the bond developed at the interface between the concrete substrate and the repair material. In turn, the bond strength is influenced by the topography (roughness) of the substrate surface after removal of the defective concrete. However, different removal methods of defective concrete produce substrate surfaces with different topographies. Hence, the ability to measure and characterise the topography of substrate surfaces is of great importance for evaluating the effectiveness of different removal methods. In this paper, the effect of two removal methods: electric chipping hammers and Remote Robotic Hydro-erosion (RRH) on the surface roughness is investigated through the use of a prototype non-contact (optical) laser interferometry measuring device. Laboratory results show that the above equipment can be used to characterise substrate roughness and confirm the ability of RRH to create rougher surfaces as opposed to chipping hammers. (C) 2016 Elsevier B.V. All rights reserved.
机译:修补修复的整体成功和长期耐久性受混凝土基材和修补材料之间界面处形成的粘结的影响很大。继而,粘结强度受除去有缺陷的混凝土之后基材表面的形貌(粗糙度)的影响。但是,不同的去除缺陷混凝土的方法会产生具有不同形貌的基材表面。因此,测量和表征衬底表面的形貌的能力对于评估不同去除方法的有效性非常重要。在本文中,通过使用原型非接触式(光学)激光干涉测量设备,研究了两种去除方法:电锤和遥控机器人水蚀(RRH)对表面粗糙度的影响。实验室结果表明,上述设备可用于表征基材粗糙度,并确认RRH能够产生与凿锤相对的更粗糙表面。 (C)2016 Elsevier B.V.保留所有权利。

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