探讨了如何提高超声脉冲法测定建筑物混凝土裂缝几何参数的可靠性和准确性

IF 0.1 Q4 INSTRUMENTS & INSTRUMENTATION
Y. Serikov
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引用次数: 0

摘要

在建筑物的开发过程中,结构构件的混凝土中会出现裂缝,裂缝会降低其结构的物理力学特性。具有一定的暴露宽度和深度的裂缝需要用特殊材料填充。如果确定裂缝深度错误,则修补材料可能填充不足。这可能会导致事故。目前,最常用的方法是用显微镜和测量探头测量裂纹的参数。其缺点在于裂缝深度测量的可靠性不足。这是因为如果在裂缝中有混凝土残留物的内部门楣,那么在测量其深度时可能会有误差。当超声波振动在高质量混凝土截面和裂缝截面上的传播时间确定裂缝深度时,也使用超声波脉冲法。这种方法不是很可靠,因为超声波振动也可以通过裂缝中混凝土残余的内部门楣传播。在这种情况下,测量结果将是假的。在测量信息信号的组合幅值时,采用了一种改进的超声脉冲法。使用这个参数是不够的,因为解决问题需要考虑参数的光谱特性。在发展阶段,有一种利用表面超声波的方法。其缺点是混凝土研究相对复杂,设备成本高。为了提高确定混凝土裂缝几何参数的可靠性和准确性,采用复合超声脉冲法进行了研究。在研究过程中,测量了超声振动归一化传播时间的值、振幅和信息信号前半周期的持续时间。研究结果使我们能够推荐解决这个问题的成熟方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Ways to increase the reliability and accuracy of determining the geometric parameters of cracks in the concrete of buildings using the ultrasonic pulse method
During the exploitation of buildings, cracks appear in the concrete of structural elements, which can reduce the physical and mechanical characteristics of their structures. With a certain exposure width and depth, cracks are subject to filling with special materials. In case of error in determining the crack depth, the repair material may not fill it sufficiently. This might lead to accidents. Nowadays, the most common method is to measure the parameters of cracks with a microscope and a measuring probe. Its disadvantage underlies in insufficient reliability of the crack depth measurement. This is because if there is an internal lintel of concrete residues in the crack, there may be an error in measuring its depth. The ultrasonic pulse method is also used, when the depth of the crack is determined by the time of travel of ultrasonic vibrations on the section of high-quality concrete and on the section with a crack. This method is not very reliable because the ultrasonic vibrations can also propagate through the internal lintel of the concrete residues in the crack. In this case, the measurement result will be false. An improved ultrasonic pulse method is used when the combined amplitude of the information signal is also measured. The use of this parameter is insufficient because solving the problem requires taking into account spectral characteristics of the parameter. At the stage of development, there is a method that uses surface ultrasonic waves. Its disadvantages are relative complexity of research in concrete and high cost of equipment. To increase the reliability and accuracy of determining the geometric parameters of cracks in concrete, studies were carried out using a complex ultrasonic pulse method. During the research, the value of the normalized propagation time of ultrasonic vibrations, the amplitude, and duration of the first half-period of the information signal were measured. The results of the research allow us to recommend the developed method for solving the problem.
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来源期刊
Ukrainian Metrological Journal
Ukrainian Metrological Journal INSTRUMENTS & INSTRUMENTATION-
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