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采选技术与矿山管理

三维激光扫描技术在地下巷道岩体结构面识别的应用

  • 李杰林 , 1 ,
  • 杨承业 1 ,
  • 彭朝智 2 ,
  • 周科平 1 ,
  • 刘锐凯 1, 3
展开
  • 1. 中南大学资源与安全工程学院,湖南 长沙 410083
  • 2. 云南锡业股份有限公司卡房分公司,云南 个旧 661000
  • 3. 天河道云(北京)科技有限公司,北京 100176

李杰林(1982-),男,湖南宁远人,副教授,从事金属矿山开采、采空区处理及矿山岩石力学等研究工作。

收稿日期: 2020-07-10

  修回日期: 2020-10-14

  网络出版日期: 2021-05-28

基金资助

中南大学研究生自主探索创新项目“基于三维激光扫描点云数据的岩体工程结构体智能识别方法研究”(2020zzts713)

金属矿山安全与健康国家重点实验室开放课题“深部高应力巷道围岩结构面与危险块体自动识别方法研究”(2020-JSKSSYS-06)

Application of 3D Laser Scanning Technology to Identification of Rock Mass Structural Plane in Roadway of Underground Mine

  • Jielin LI , 1 ,
  • Chengye YANG 1 ,
  • Chaozhi PENG 2 ,
  • Keping ZHOU 1 ,
  • Ruikai LIU 1, 3
Expand
  • 1. School of Resources and Safety Engineering,Central South University,Changsha 410083,Hunan,China
  • 2. Kafang Branch Co. ,Ltd. ,Yunnan Tin Group,Gejiu 661000,Yunnan,China
  • 3. Tianhe Daoyun (Beijing) Technology Co. ,Ltd. ,Beijing 100176,China

Received date: 2020-07-10

  Revised date: 2020-10-14

  Online published: 2021-05-28

本文亮点

为了精确获取地下巷道的结构面信息,基于三维激光扫描技术,开展地下矿山巷道岩体结构面探测及识别研究。阐述了三维激光扫描系统及其原理、点云数据收集与处理、结构面信息提取的工作流程,并在云南锡业股份有限公司卡房分公司大白岩区域Ⅰ-51#矿群的1 430 m、1 440 m和1 450 m水平主巷道开展了三维激光扫描与结构面信息提取,最后将传统测量手段与三维激光扫描测量方式所获取的结构面数据进行对比分析。结果表明:在地下矿山巷道中,相比传统测量手段,三维激光扫描测量方式所获取的结构面数据更丰富、全面且准确。三维激光扫描技术可为地下矿山巷道岩体结构面工程调查提供一种高效、精确的测量手段。

本文引用格式

李杰林 , 杨承业 , 彭朝智 , 周科平 , 刘锐凯 . 三维激光扫描技术在地下巷道岩体结构面识别的应用[J]. 黄金科学技术, 2021 , 29(2) : 236 -244 . DOI: 10.11872/j.issn.1005-2518.2021.02.123

Highlights

In the mining process of underground mines,the work of engineering geological investigation of the roadway is the necessarily for the rock mass stability evaluation. Through the mapped geometric parameters of the structural plane,a computer program was used to establish a three-dimensional model of the structural plane and the underground roadway to analyze the structural characteristics of rock mass. However,due to the complex rock mass conditions of the underground roadway,the limited exposure and variability of rock face orientation in roadways must be taken into account. Traditional methods for the mapping of structural planes such as scan-line mapping and window mapping are restricted by the complex environment of underground engineering that cannot be obtained accurate data. This would result in insufficient quantity and poor quality of the obtained structural plane data,which makes it impossible to accurately analyze the structural characteristics of rock mass in underground roadway. In order to accurately obtain the structural plane information of the underground roadway,3D laser scanning technology was used to research on the detection and identification of rock mass structural planes in underground mine. The work flow of the 3D laser scanning system and its principle,point cloud data processing,and structure plane information extraction was explained. Then,the 3D laser scanning and structural plane information extraction were carried out at the roadways of 1 430 m level,1 440 m level and 1 450 m level of the Dabaiyan area Ⅰ-51# ore cluster of Kafang Branch of Yunnan Tin Co.,Ltd. Finally,the structural plane data obtained by the traditional measurement methods and the 3D laser scanning measurement were compared and analyzed. The results show that the structural plane data obtained by the 3D laser scanning measurement method in underground mine is more abundant,comprehensive and accurate than traditional measurement methods. Using the characteristics of fast 3D laser scanning operation speed and wide scanning range can greatly reduce the working time of surveying personnel in the harsh environment of underground roadway,thereby improving the work efficiency of surveying personnel and ensuring work safety. In addition,the virtual point cloud data of the structural plane obtained by the 3D laser scanning can be directly generated by the post-processing software to directly generate the 3D model of the structural plane,thereby quickly interacting with other rock mass structure analysis software,reducing repeated modeling steps.3D laser scanning technology can provide an efficient method for the engineering geological investigation of rock mass structural plane in underground mine.

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脚注

http://www.goldsci.ac.cn/article/2021/1005-2518/1005-2518-2021-29-2-236.shtml

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