A bridge member cross section contour detection method and system based on point cloud data

By employing techniques such as point cloud projection transformation, density filtering, control point sequence construction, and flexible curve fitting, the problem of low accuracy in irregular contour detection in existing technologies has been solved, achieving high-precision contour detection of bridge components.

CN122289127APending Publication Date: 2026-06-26CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD +1
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Patent Information

Application Number
CN202610213635.2
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2026-02-13
Publication Date
2026-06-26

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Abstract

This invention discloses a method and system for detecting the cross-sectional contour of bridge components based on point cloud data. The method includes: acquiring three-dimensional point cloud data of the bridge component; extracting local point clouds of feature parts that meet preset conditions; determining and standardizing the component's axial direction through feature analysis; constructing an end face plane perpendicular to the axis; and projecting the three-dimensional point cloud to obtain a two-dimensional projection point set. A density evaluation standard based on the spatial relationship between points and their nearest neighbors is established; spatial indexing is used to optimize query efficiency; an adaptive filtering threshold is determined through statistical analysis; and a high-density contour point set is formed after noise removal. An initial fitted point set is selected, and auxiliary control points are set to form a complete control point sequence; a fitted curve is constructed, and outliers are removed; the optimal fitted contour is iteratively selected. A local coordinate system is constructed to complete coordinate transformation; actual control points are extracted; deviation indices are calculated by comparing with design control points; and irregular contour detection is completed. This method ensures the quality and structural safety of bridge engineering.
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