混凝土桥梁结构长距离裂缝定位与检测方法

Youfa Cai, Xing Fu, Y. Shang, Jingxin Shi
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引用次数: 9

摘要

为了提高混凝土桥梁结构裂缝检测的效率,提出了一种基于计算机视觉技术和坐标映射的裂缝检测方法。在本研究中,该裂纹测量系统主要由高倍率图像采集系统、二维电动云台装置和激光测距系统组成。它有一套观测坐标系。首先,将标记点的图像坐标映射到观测坐标;其次,根据标记点的观测坐标,将被测裂缝的坐标映射到同一个世界坐标上,从而实现了被测裂缝的空间定位,而不受试验周期或仪器设置位置的影响,为混凝土桥梁结构表面裂缝的复检检测提供了极大的方便。实验表明,该方法高效、方便。可在16s内自动定位被测裂纹,误差不大于±0.07°。在100 m距离处,裂缝宽度测量精度优于±0.12 mm。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Methods for Long-Distance Crack Location and Detection of Concrete Bridge Structures
In order to improve the efficiency of crack detection of concrete bridge structures, a new method based on computer vision technology and coordinate mapping is proposed. In this research, this crack measurement system is integrated mainly with a high magnification image acquisition system, a two-dimensional electric cradle head device and a laser ranging system. It has a set of observing coordinate system. Firstly, the marking points' image coordinates are mapped to the observation coordinates. Secondly, according to the marking points' observation coordinates, the measured crack's coordinates are mapped to a same world coordinates so as to realize the spatial location of the measured cracks regardless of different test cycles or instrument's setup positions, which is a great convenience for the review detection of surface cracks of concrete bridge structures. The experiments show that this method is efficient and convenient. It can automatically locate the measured cracks within 16 s, and the deviation is not more than ± 0.07 °. At a distance of 100 m, the measurement accuracy of crack width is better than ± 0.12 mm.
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