中国安全科学学报 ›› 2026, Vol. 36 ›› Issue (2): 66-76.doi: 10.16265/j.cnki.issn1003-3033.2026.02.0105

• 安全技术与工程 • 上一篇    下一篇

数字孪生驱动的立井井筒结构性能在线监测

贾晓芬1(), 赵玉晨2, 赵佰亭2, 胡锐3, 梁镇洹3   

  1. 1 安徽理工大学 煤炭无人化开采数智技术全国重点实验室,安徽 淮南 232001
    2 安徽理工大学 电气与信息工程学院,安徽 淮南 232001
    3 安徽理工大学 人工智能学院,安徽 淮南 232001
  • 收稿日期:2025-09-21 修回日期:2025-12-04 出版日期:2026-02-28
  • 作者简介:

    贾晓芬 (1978—),女,安徽砀山人,博士,教授,博士生导师,主要从事数字孪生、智能制造、深度学习等方面的研究。E-mail:

  • 基金资助:
    国家自然科学基金面上项目资助(52174141); 安徽省自然科学基金面上项目资助(2108085ME158); 安徽理工大学引进人才科研启动基金资助(2022yjrc44)

Online monitoring of shaft structure performance driven by digital twins

JIA Xiaofen1(), ZHAO Yuchen2, ZHAO Baiting2, HU Rui3, LIANG Zhenhuan3   

  1. 1 State Key Laboratory of Digital Intelligent Technology for Unmanned Coal Mining, Anhui University of Science and Technology, Huainan Anhui 232001, China
    2 School of Electrical and Information Engineering, Anhui University of Science and Technology, Huainan Anhui 232001, China
    3 School of Artificial Intelligence, Anhui University of Science and Technology, Huainan Anhui 232001, China
  • Received:2025-09-21 Revised:2025-12-04 Published:2026-02-28

摘要:

为解决当前煤矿工作面智能化程度低、井筒结构性能监测研究较少的问题,提出基于数字孪生的立井井筒结构性能监测方法。首先,根据井筒的运行机制和性能监测的需求,提出立井井筒的数字孪生五维框架;其次,通过虚实映射技术结合网格降维的有限元代理模型建立井筒的数字孪生体;然后,借助人工神经网络技术在线预测立井井筒应力,其中,预测数据是立井井筒运行过程中通过井筒有限元预测模型实时预测的井筒结构性能数据;最后,立井井筒有限元预测模型采用径向基函数(RBF)代理模型,并采用Unity3D虚拟引擎搭建平台,集成上述功能,实现立井井筒结构性能在线预测。结果表明:在井筒运行过程中,通过模拟120组不同工况的应力和应变,预测值和模拟值的平均决定系数为0.995 5,预测应变与模拟应变有较高的相关性,验证了立井井筒数字孪生框架的可行性。

关键词: 数字孪生, 立井井筒测, 结构性能监测, 网格降维, 代理模型, 径向基函数(RBF)

Abstract:

To address the current issues of low intelligence level in coal mine working faces and insufficient research on the performance monitoring of shaft structures, a digital twin-based performance monitoring method for vertical shafts is proposed. Firstly, a five-dimensional framework for the digital twin of vertical shafts is proposed based on the operational mechanism and performance monitoring requirements of the shafts. Secondly, a digital twin of the shaft is established by combining virtual-real mapping technology with a finite element surrogate model for grid dimensionality reduction. The structural performance of the vertical shaft is predicted online through artificial neural network technology, where the predicted data is the real-time prediction of shaft structure performance data obtained during the shaft operation process using a shaft structure performance prediction model. The prediction model for the structural performance of the vertical shaft adopts the RBF surrogate model, and the Unity3D virtual engine platform is built to integrate the above functions and achieve online prediction of the structure performance of the vertical shaft. The results indicate that during the operation, by simulating 120 sets of stress and strain data under different working conditions, the average coefficient of determination between predicted and simulated values is 0.995 5, indicating a high correlation between the predicted strain and simulated strain, thus verifying the feasibility of the digital twin framework for vertical shafts. This provides an effective reference for the digital improvement of vertical shafts.

Key words: digital twin, shaft, structure performance monitoring, grid dimensionality reduction, surrogate model, radial basis function(RBF)

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