测绘通报 ›› 2025, Vol. 0 ›› Issue (10): 14-19.doi: 10.13474/j.cnki.11-2246.2025.1003

• 智慧交通建设与实践 • 上一篇    下一篇

融合点云切片与旋转卡壳的桥梁构件中心轴线智能提取

郑党鑫1,2,3, 钟继卫2,3, 赵训刚1,2,3, 李逸1,2,3   

  1. 1. 中铁大桥科学研究院有限公司, 湖北 武汉 430034;
    2. 桥梁智能与绿色建造全国重点实验室, 湖北 武汉 430034;
    3. 中铁大桥局集团有限公司, 湖北 武汉 430034
  • 收稿日期:2025-04-28 发布日期:2025-10-31
  • 通讯作者: 钟继卫。E-mail:zhongjiwei@crecg.com
  • 作者简介:郑党鑫(1997-),男,硕士,工程师,研究方向为桥梁信息化及智能建造。E-mail:1183979924@qq.com
  • 基金资助:
    湖北省重点研发计划(2023BCB043);中国中铁股份有限公司科技研究开发计划(2025-专项-01)

Intelligent extraction of bridge component central axes using point cloud slicing and rotating calipers

ZHENG Dangxin1,2,3, ZHONG Jiwei2,3, ZHAO Xungang1,2,3, LI Yi1,2,3   

  1. 1. China Railway Bridge Science Research Institute Co., Ltd., Wuhan 430034, China;
    2. State Key Laboratory of Bridge Intelligent and Green Construction, Wuhan 430034, China;
    3. China Railway Major Bridge Engineering Group Co., Ltd., Wuhan 430034, China
  • Received:2025-04-28 Published:2025-10-31

摘要: 针对激光点云在墩身垂直度检测中自动化程度低、适用范围小等问题,本文提出了一种基于点云切片与旋转卡壳算法的桥墩中心轴线自动提取方法,可辅助计算多种截面类型的桥墩垂直度。首先,通过架站式扫描仪合理设站,结合同名标靶将不同测站点云拼接得到墩身整体点云。其次,沿桥墩高度方向对整体点云进行切片处理,并通过统计滤波去除离群点。然后,利用主成分分析(PCA)对切片点云进行投影变换,计算各投影切片点集的二维凸包,并通过旋转卡壳算法求解最小外接矩形,以矩形中心确定截面中心点。最后,基于最小二乘法对所有切片中心点进行直线拟合,从而得到桥墩的中心轴线。检测试验结果表明,该方法能够有效提取非柱体桥墩的中心轴线,并实现自动化处理,与现场垂直度测量结果(3.8mm)相差3.2mm。该方法不仅适用于桥梁墩身中心轴线提取,对于隧道、建筑物等中心轴线提取也有参考价值。

关键词: 桥墩垂直度, 点云切片, 主成分分析, 旋转卡壳, 中心轴线提取, 最小二乘法拟合直线

Abstract: To address the issues of low automation level and limited applicability in verticality detection of pier structures using laser point clouds, this paper proposes an automatic extraction method for pier central axis based on point cloud slicing and rotating calipers algorithm, which assists in calculating verticality for piers with diverse cross-sectional types.Firstly, a stationary scanner is properly positioned, and point clouds from multiple stations are registered via identical targets to obtain the complete point cloud of the pier.Subsequently, the integrated point cloud is sliced along the pier height direction, with outliers removed through statistical filtering.Then, principal component analysis (PCA)is employed to perform projection transformation on sliced point clouds, followed by the calculation of 2D convex hulls for each projected slice.The minimum bounding rectangle is determined using the rotating calipers algorithm, with its geometric center identified as the cross-sectional centroid.Finally, the central axis of the pier is derived through least-squares linear fitting of all slice centroids.Experimental results demonstrate that this method effectively extracts central axes of non-cylindrical piers with automated processing, showing a 3.2 mm deviation compared to the on-site verticality measurement result of 3.8 mm.The proposed approach not only applies to bridge pier central axis extraction, but also provides reference value for central axis extraction in tunnels, buildings, and other structures.

Key words: pier verticality, point cloud slicing, principal component analysis, rotating calipers, central axis extraction, least squares linear fitting

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