基于三维精细化测量的山区桥墩磨蚀特征分析

Analysis of erosion characteristics of mountainous area bridge piers based on three-dimensional refined measurements

  • 摘要: 为研究山区桥梁墩柱磨蚀损伤特征及发展规律,提出了基于激光雷达与红外结构光双目相机的混凝土桥墩表面磨蚀三维精细化测量方法,并建立了基于三维测量数据的桥墩磨蚀体积计算方法。通过对位于横断山区河流中的两座大桥开展现场实测,获取了桥墩磨蚀损伤的高精度三维数据,分别讨论了圆柱型和正八边形桥墩的磨蚀特征及磨蚀随桥墩高度的变化规律。实测研究发现,桥墩磨蚀主要发生在迎水面位置;圆柱型桥墩的主要磨蚀来源于悬移质,且磨蚀深度与桥墩高度符合幂函数关系;正八边形桥墩磨蚀严重,部分区域的纵筋及箍筋裸露,主要是由洪水期河流中的大粒径漂石撞击导致。研究结果可对山区桥墩磨蚀测量及磨蚀防护设计提供参考。

     

    Abstract: In order to investigate the characteristics and development patterns of erosion damage in bridge piers in mountainous areas, a three-dimensional refined measurement method of concrete bridge pier surface erosion based on LiDAR and binocular cameras with infrared structural light is proposed. Consequently, a method for calculating the erosion volume of bridge piers based on the three-dimensional measurement data is established. Field tests conducted on two large bridges located in the Hengduan Mountains area yielded high-accuracy three-dimensional data of pier erosion. This study discusses the erosion characteristics and the variation pattern of erosion with pier height for both cylindrical and octagonal bridge piers. Field observations indicate that the erosion mainly occurs on the water-facing surfaces; the primary source of erosion for cylindrical piers comes from suspended sediments, and the erosion depth is related to the pier height following a power function relationship. The erosion on octagonal piers is severe, with some areas exposing longitudinal and hoop reinforcements, primarily caused by large-sized drift rocks in the river during flood periods. The results can provide references for the measurement of erosion in mountainous area bridge piers and for the design of erosion protection.

     

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