首页|基于点云数据的竖井井筒变形监测方法研究——以金川矿山新2号副井为例

基于点云数据的竖井井筒变形监测方法研究——以金川矿山新2号副井为例

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竖井井筒的变形监测对于矿山安全生产具有重要的意义.以金川矿山新2号副井为例,基于2020年、2023年GeoSLAM(移动式三维激光扫描仪)获取的两期点云数据,采用模型切片的方法,分析了新2号副井1 280~<1 340、1 340~<1 400、1 400~<1 460 m三个分段的竖井井壁变形情况,结果表明:1 280~<1 340 m水平井筒断面尺寸整体上呈现缩小的状态,变形原因主要为后期返修导致断面规格发生变化;1 340~<1 400 m水平在局部呈现断面尺寸增大的情况,且在三维模型上呈明显带状分布,但整体上井筒断面尺寸呈现缩小的状态,且分布于该中段各处位置,主要为地压原因导致的局部变形.从1 400~<1 460 m水平井筒整体上看,断面规格上大于2020年模型断面,主要原因是施工断面设计存在不同,但在1 437~1 450 m水平井筒断面尺寸表现出明显的断面缩小变形,变形原因为地压过大导致的局部凸出.
Research on monitoring method of shaft deformation based on point cloud data——Taking new No.2 Auxiliary shaft of Jinchuan Mine as an example
The deformation monitoring of shaft is of great significance to mine safety production.Taking the new No.2 auxiliary shaft of Jinchuan Mine as an example,based on the two-period point cloud data obtained by GeoSLAM(mobile three-dimensional laser scanner)in 2020 and 2023,the model slicing method is adopted.The shaft wall deformation of new No.2 auxiliary shaft in 1 280~<1 340,1 340~<1 400,1 400~<1 460 m was analyzed.The results showed that the section size of 1 280~<1 340 m horizontal shaft decreased on the whole,and the main reason for the deformation was the change of section specifications caused by late repair.At the level of 1 340~<1 400 m,the section size of the shaft increased locally,and the distribution was obviously zonal in the three-dimen-sional model.However,the overall section size of the shaft decreased,and it was distributed in vari-ous parts of the middle section,mainly due to local deformation caused by ground pressure.On the whole,the 1 400~<1 460 m horizontal shaft had larger section specifications than the 2020 model section,mainly due to the different design of the construction section.However,the 1 437~1 450 m horizontal shaft section showed obvious section reduction deformation due to local protruding caused by excessive ground pressure.

shaftdeformation monitoringGeoSLAMpoint cloud datathree-dimensional space model

赵其军、刘祖昱、王俊超、刘鹏山、靳博、钟峰越

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金川集团股份有限公司龙首矿,甘肃金昌 737100

竖井井筒 变形监测 GeoSLAM 点云数据 三维空间模型

2024

建井技术
煤炭科学研究部院

建井技术

影响因子:0.85
ISSN:1002-6029
年,卷(期):2024.45(1)
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