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关退煤矿压缩空气储能内衬式岩硐荷载传递机制及稳定性研究

李福清 李樱桃 季雨坤 李福锋 郑坚杰 丁效雷 张照伟 沈岚 沈研 孙锐

安全与环境工程2026,Vol.33Issue(2):88-98,11.
安全与环境工程2026,Vol.33Issue(2):88-98,11.DOI:10.13578/j.cnki.issn.1671-1556.20241069

关退煤矿压缩空气储能内衬式岩硐荷载传递机制及稳定性研究

Transfer mechanism and stability of compressed air energy storage of lined rock caverns in abandoned coal mines

李福清 1李樱桃 2季雨坤 3李福锋 4郑坚杰 5丁效雷 6张照伟 7沈岚 8沈研 8孙锐3

作者信息

  • 1. 中国矿业大学深地工程智能建造与健康运维全国重点实验室,江苏徐州 221116||上海清隧工程科技有限公司,上海 201101||中国能源建设集团安徽电力建设第二工程有限公司,安徽 合肥 230601||深地科学与工程云龙湖实验室,江苏徐州 221116
  • 2. 寒武纪深地科技(苏州)有限公司,江苏苏州 215000
  • 3. 中国矿业大学深地工程智能建造与健康运维全国重点实验室,江苏徐州 221116
  • 4. 上海城建市政工程(集团)有限公司,上海 200032
  • 5. 中国矿业大学深地工程智能建造与健康运维全国重点实验室,江苏徐州 221116||上海市建设工程安全质量监督总站,上海 200032
  • 6. 国源时代煤炭资产管理有限公司,北京 100120
  • 7. 中煤(天津)地下工程智能研究院有限公司,天津 300121
  • 8. 上海隧道工程有限公司,上海 200032
  • 折叠

摘要

Abstract

Utilizing the existing underground roadways and chambers of decommissioned coal mines for the construction of underground gas storage caverns in compressed air energy storage(CAES)power stations can effectively revitalize abandoned mining resources.However,under high internal pressure,soft-rock caverns are prone to tensile cracking instability and sealing failure.Therefore,it is necessary to investigate the load transfer mechanism and stability of lined gas storage caverns.Based on the engineering and hydrogeological conditions of a coal mine in Shandong Province,a three-dimensional numerical model was established in ABAQUS to analyze the mechanical responses of a combined support system consisting of a steel liner,reinforcement bars,lining,and rock bolts under different gas storage pressures,cross-sectional shapes,fault influences,and large-diameter shaft storage conditions.The results show that the steel liner-reinforcement-lining-rock bolt support system plays a vital role in maintaining the stable operation of high-pressure gas storage caverns.As the storage pressure increases from 6 to 10 MPa,the tensile stress in the circular lining rises from 19 MPa to 27 MPa,the tensile stress in the steel liner increases from 161 MPa to 235 MPa,and the tensile stress in the reinforcement bars increases from 132 MPa to 196 MPa.Both the horseshoe-shaped cross-section and fault effects cause greater tensile stresses in key supporting structures.In the large-diameter shaft scheme,tensile effects are more pronounced in the sections closer to the ground surface.The findings reveal the load transfer and stability characteristics of lined rock-cavern CAES systems in decommissioned coal mines,and can provide a reference for the design theory and safety control of soft-rock underground gas storage caverns,with engineering significance for the sustainable development and utilization of underground space resources in abandoned coal mines.

关键词

关退煤矿/压缩空气储能/内衬式岩硐/荷载传递/稳定性

Key words

abandoned mine/compressed air energy storage/lined rock cavern/load transfer/stability

分类

资源环境

引用本文复制引用

李福清,李樱桃,季雨坤,李福锋,郑坚杰,丁效雷,张照伟,沈岚,沈研,孙锐..关退煤矿压缩空气储能内衬式岩硐荷载传递机制及稳定性研究[J].安全与环境工程,2026,33(2):88-98,11.

基金项目

国家自然科学基金项目(42307202) (42307202)

江苏省基础研究计划项目(BK20221135) (BK20221135)

中国博士后科学基金项目(2022M723400) (2022M723400)

中央高校基本科研业务费专项资金项目(2022QN1038) (2022QN1038)

深地工程智能建造与健康运维全国重点实验室开放基金项目(SDGZ2541) (SDGZ2541)

安全与环境工程

1671-1556

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