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首页> 外文期刊>Journal of Building Pathology and Rehabilitation >A study on ultrasonic echo tomography for non-destructive evaluation of hardened cementitious concrete
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A study on ultrasonic echo tomography for non-destructive evaluation of hardened cementitious concrete

机译:超声回波断层扫描的研究,用于硬化混凝土的无损评价

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摘要

Ultrasonic Echo Tomography (UET) technology has been used as a tool to assess the condition of hardened cementitious concrete by detecting possible subsurface anomalies such as honeycombing, delamination, and air-pocket. In this study, the performance of UET was evaluated in a laboratory study and in three field case studies. In the laboratory, a concrete slab specimen was prepared with manmade honeycombing, delamination, and voids. Steel reinforcing bars with different diameters and a nonmetallic pipe were pre-embedded in the concrete slab. The three field case studies involved evaluating structural beams, a reinforced concrete floor slab, and some reinforced concrete walls constructed with normal-weight concrete. Based on the limited information obtained in this study, it was determined that significant honeycombing, cracks, delamination, and backside of the concrete member formed interfaces with the concrete matrix that could significantly reflect ultrasonic waves. These subsurface objects were clearly imaged by UET at a greater depth from the concrete surface of scanning. Steel reinforcing bars and cluster of small voids formed interfaces with the concrete matrix that could reflect a small amount of ultrasonic wave. These subsurface objects could not be imaged due to attenuation if they were located too deep from the concrete surface. For subsurface objects located close to the concrete surface in a porous concrete matrix, they might not be imaged due to the increased attenuation of ultrasonic waves. A gap in the backside reflection could indicate the presence of subsurface objects that could not be observed in a UET image. Needs for future research were proposed in this study.
机译:超声波回波断层扫描(UET)技术已被用作评估硬化水泥混凝土条件的工具,通过检测可能的地下异常,例如蜂窝状,分层和空气口袋。在这项研究中,在实验室研究中和三个现场案例研究中评估了UET的性能。在实验室中,使用曼德蜂窝,分层和空隙制备混凝土板样本。具有不同直径和非金属管的钢筋棒预先嵌入混凝土板中。三个现场案例研究涉及评估结构梁,钢筋混凝土底板和一些钢筋混凝土墙,构造成正常重量混凝土。基于本研究中获得的有限信息,确定了混凝土构件的显着蜂窝,裂缝,分层和背面,该混凝土构件与混凝土基质形成有显着反映超声波的界面。 UET清楚地从扫描的混凝土表面更深度地清楚地成像这些地下对象。钢筋钢筋和小空隙簇形成了与混凝土基质的界面,可以反映少量超声波。如果它们从混凝土表面置于太深,则不能衰减衰减,这些地下对象无法成像。对于位于多孔混凝土基质中的混凝土表面附近的地下物体,由于超声波的衰减增加,它们可能不会被成像。背侧反射中的间隙可以指示在UET图像中不能观察到的地下对象的存在。本研究提出了未来研究的需求。

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