Problems of Development and Implementation of Ultrasonic Pulse Method in the Problem of Measurement of Parameters for Determination of Physical-Mechanical Characteristics of Concrete Maintained Buildings and Constructions

Y. Serikov
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Abstract

The current stage of development of the construction industry of Ukraine and foreign countries contains the direction to extend the life of the operated construction projects. This direction is directly related to the research of physical and mechanical characteristics of concrete as the main building material. A significant number of such studies can be performed using the ultrasonic pulse method. But despite its potential practice shows the insufficient level of use of this method. Thus, this method, in addition to determining the strength of concrete, allows to determine its characteristics such as the level of crack formation, geometric parameters of the planes of stratification in monolithic concrete, and the like. The system analysis of technical characteristics of serial ultrasonic devices that are produced in Ukraine and foreign countries is carried out. The results of the analysis revealed that their technical characteristics allow measurements, mainly to determine the strength, uniformity of concrete. These devices also do not allow to measure vibration, noise and electrical interference, which is typical for production conditions. The conducted researches allowed to reveal the main directions of improvement of serial ultrasonic devices, Metrology. This allows us to solve the problem of expanding the application of this method in the practice of non-destructive testing of physical and mechanical characteristics of concrete operated construction projects.
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超声波脉冲法在混凝土养护建筑物物理力学特性参数测定中的发展与实施问题
当前乌克兰和国外建筑业的发展阶段包含了延长已运营建筑项目寿命的方向。这个方向直接关系到作为主要建筑材料的混凝土的物理力学特性的研究。大量这样的研究可以使用超声脉冲法进行。但是尽管有其潜力,实践表明这种方法的使用水平还不够。因此,这种方法除了确定混凝土的强度外,还可以确定其特征,如裂缝形成的水平,整体混凝土中分层面的几何参数等。对乌克兰和国外生产的系列超声波装置的技术特点进行了系统分析。分析结果表明,它们的技术特性允许测量,主要是确定混凝土的强度和均匀性。这些设备也不允许测量振动,噪音和电气干扰,这是典型的生产条件。通过研究,揭示了串行超声设备的主要改进方向。这就解决了该方法在混凝土施工工程物理力学特性无损检测实践中推广应用的问题。
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