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金属矿山 ›› 2025, Vol. 54 ›› Issue (11): 295-300.

• 地质与测量 • 上一篇    

基于无人机倾斜摄影和BIM的矿区三维模型建模

杨 柳1 侯苏伟2 李东浩1   

  1. 1.郑州铁路职业技术学院铁道工程学院,河南 郑州 451460; 2.北京建筑大学土木与交通工程学院,北京 102600
  • 出版日期:2025-11-15 发布日期:2025-12-02
  • 通讯作者: 侯苏伟(1984—),男,副教授,博士。
  • 作者简介:杨 柳(1982—),女,副教授,硕士。
  • 基金资助:
    河南省科技厅科技攻关项目(编号:202102310573);2024 年度河南省高等教育教学改革研究与实践项目(编号:2024SJGLX0457)。

 3D Modeling of Mining Area Based on UAV Oblique Photography and BIM 

YANG Liu1 HOU Suwei2 LI Donghao1   

  1. 1.School of Railway Engineering,Zhengzhou Railway Vocational and Technical College,Zhengzhou 451460,China; 2.School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture,Beijing,102600,China
  • Online:2025-11-15 Published:2025-12-02

摘要: 针对矿区三维建模中存在的地表形态与内部结构信息融合不足的问题,提出了一种基于无人机倾斜摄 影技术和建筑信息模型(Building Information Modeling,BIM)技术相结合的矿区三维建模方法。该方法通过无人机倾 斜摄影获取矿区地表丰富的纹理和空间信息,结合BIM技术构建矿区地面建筑、设施以及地下结构的精确模型,实现 地表形态与内部结构信息的深度融合。采用克里金插值法进行地质建模,利用迭代最近点(Iteration Closest Point, ICP)算法实现点云与BIM模型的精确配准,从而提高建模的准确性和实用性。试验结果表明:无人机倾斜摄影三维 点云模型精度受地形和飞行高度影响,平坦区域及低飞行高度下精度更高。BIM模型中工业厂房构件尺寸误差控制 在±5 mm,空间位置误差为±10 mm,地质BIM模型地层厚度误差为±0.5 m,地层界面位置误差为±1.0 m;数据融合配 准误差为±0.25 m,融合后模型数据一致性达到98.5%。该模型应用后,土方量计算误差降低,安全监测精度和效率 显著提升,有力保障了矿区高效、安全运营。

关键词: 无人机倾斜摄影技术 BIM 矿区三维建模 克里金插值法 数据融合 安全监测

Abstract: Aiming at the problem of insufficient integration of surface morphology and internal structure information in the three-dimensional modeling of mining areas,a three-dimensional modeling method for mining areas based on Unmanned Aerial Vehicle (UAV) oblique photography technology and Building Information Modeling (BIM) technology is proposed.This meth od acquires rich texture and spatial information of the mining area surface through UAV oblique photography,and combines BIM technology to construct precise models of ground buildings,facilities,and underground structures,achieving a deep integra tion of surface morphology and internal structure information.Kriging interpolation method is used for geological modeling,and the Iteration Closest Point (ICP) algorithm is utilized to achieve precise registration of point clouds and BIM models,thereby improving the accuracy and practicality of the modeling.Experimental results show that the accuracy of the three-dimensional point cloud model obtained by UAV oblique photography is affected by terrain and flight height,with higher accuracy in flat ar eas and at lower flight heights.The dimensional error of industrial building components in the BIM model is controlled within ± 5 mm,and the spatial position error is ±10 mm.The thickness error of the geological BIM model′s strata is ±0.5 m,and the position error of the strata interface is ±1.0 m.The registration error of data fusion is ±0.25 m,and the data consistency of the fused model reaches 98.5%.After the application of this model,the error in earthwork volume calculation is reduced,and the accuracy and efficiency of safety monitoring are significantly improved,effectively ensuring the efficient and safe operation of the mining area.

Key words: unmanned aerial vehicle oblique photography technology,BIM,3D modeling of mining area,Kriging interpo lation method,data fusion,safety monitoring

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