冲击回波法检测混凝土修补系统“零体积”缺陷

Piotr Harassek, L. Courard, A. Garbacz
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引用次数: 0

摘要

该系统的附着力是影响修复可靠性和耐久性的重要因素之一。根据许多标准和指南,在维修系统中,推荐使用拉脱测试来评估粘接质量。然而,最近人们注意到,对混凝土结构评估的非破坏性技术(NDT)的发展越来越感兴趣。en1504 -10中提到的大多数无损检测方法用于修复效率评估是基于应力波的传播。碰撞回波法被认为是一种很有前途的方法。文献数据证实,含有空气的“非零体积”缺陷如果足够大,用冲击回波法比较容易检测到。检测“零体积”缺陷更为复杂,例如灰尘或任何其他抗粘附材料。本文讨论了冲击回波在维修系统中检测“零体积”缺陷的可用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Detection of “zero-volume” defects in concrete repair systems using impact-echo method
Adhesion in this system is one of the most important factors that affect the reliability and durability of repair. According to the many standards and guidelines, a pull-off test is recommended for assessment of a bond quality in repair systems. However, a growing interest in development of non-destructive techniques (NDT) for evaluation of concrete structures is recently noted. A majority of NDT methods mentioned in EN 1504-10 for repair efficiency assessment are based on propagation of stress waves. The impact echo method is considered as a one of the promising. The literature data confirmed that the “non-zero volume” defects containing air are relatively easy to detect with impact-echo method if they are large enough. It is more complex to detect “zero-volume” defects, e.g dust or any other antiadhesion material. In this work usability of impact-echo for detection of “zero-volume” defects in repair systems is discussed.
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