岩土力学 ›› 2025, Vol. 46 ›› Issue (1): 1-25.doi: 10.16285/j.rsm.2024.0705

• 岩土力学卓越论坛 •    下一篇

压缩空气储能电站地下内衬硐库基本原理与分析方法研究进展

孙冠华1, 2,王娇1, 2,于显杨1, 2,易琪1, 2,朱开源1, 2, 王章星1, 2,耿璇1, 2,屈杰1, 2   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程安全重点实验室,湖北 武汉 430071;2. 中国科学院大学,北京 100049
  • 收稿日期:2024-06-06 接受日期:2024-07-23 出版日期:2025-01-10 发布日期:2025-01-04
  • 通讯作者: 王娇,女,1998年生,博士,主要从事压缩空气储能地下工程、边坡工程等方面的研究工作。E-mail: wangjiao191@mails.ucas.ac.cn
  • 作者简介:孙冠华,男,1982年生,博士,研究员,主要从事岩石力学、地质储能等方面的研究工作。E-mail: ghsun@whrsm.ac.cn
  • 基金资助:
    国家自然科学基金项目(No.12302507);湖北省自然科学基金重点项目(No.2022CFD031,No.2024AFD361);宁夏回族自治区重点研发项目(No.2024ZDYF0965);湖北省自然科学基金创新群体项目(No.2024AFA004)

Research progress on basic principles and analysis methods of lined rock caverns for compressed air energy storage station

SUN Guan-hua1, 2, WANG Jiao1, 2, YU Xian-yang1, 2, YI Qi1, 2, ZHU Kai-yuan1, 2, WANG Zhang-xing1, 2, GENG Xuan1, 2, QU Jie1, 2   

  1. 1. State Key Laboratory of Geotechnical Mechanics and Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China
  • Received:2024-06-06 Accepted:2024-07-23 Online:2025-01-10 Published:2025-01-04
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (12302507), the Key Program of Natural Science Foundation of Hubei Province (2022CFD031, 2024AFD361), the Key Research and Development Projects of Ningxia Hui Autonomous Region (2024ZDYF0965) and the Innovation Group Project of Hubei Science and Technology Department (2024AFA004).

摘要: 地下内衬硐库的压缩空气储能,以其发电时间长、规模大、建设周期短、选址灵活、工程造价低、运行周期长、环境友好等优势,在新型储能领域展现了较强的生命力,将有力地促进新型电力系统的构建和新能源的高质量发展。与传统地下空间的运行特点有较大不同,在充放气过程中,储备有压缩空气的地下内衬硐库不仅需要承受交变高内压膨胀压力,同时伴随着显著的温度变化。围绕地下内衬硐库,阐述了其工作原理以及柔性密封结构的设计理念,针对高压、交变应力和温度变化等荷载特征,系统分析了地下内衬硐库相关理论与分析方法等方面的研究进展,主要包括库内温压响应与密封结构传热特性、围岩应力路径与力学响应、钢筋混凝土衬砌开裂与控制标准、上覆岩体稳定性与安全埋深、密封层及密封堵头等,并对地下内衬硐库基本原理与分析方法的发展趋势进行了展望。

关键词: 压缩空气储能, 岩石内衬硐库, 分析方法

Abstract: Compressed air energy storage(CAES) in underground lined rock caverns(LRC), with its advantages of long power generation time, large scale, short construction period, flexible site selection, low project cost, long operation period, and environmental friendliness, has demonstrated strong vitality in the field of new energy storage, and will significantly promote the construction of new power systems and the high-quality development of renewable energy. Unlike the operational characteristics of traditional underground spaces, the underground lined rock caverns storing compressed air not only have to withstand alternating high internal pressure expansion during the inflation and deflation process, but also experience significant temperature changes. This article focuses on underground lined rock caverns, elaborates on its working principle and the design concept of flexible sealing structure; in view of the load characteristics such as high pressure, alternating stress, and temperature changes, it systematically analyzes the research progress in related theories and analysis methods of underground lined rock caverns, mainly including the temperature and pressure response in the cavern and the heat transfer characteristics of the sealing structure, the stress path and mechanical response of surrounding rock, the cracking and control standards of reinforced concrete lining, the stability and safe burial depth of overlying rock mass, the sealing layer and the sealing plug, etc., and provides an outlook on the development trends of the basic principles and analysis methods for underground lined rock caverns.

Key words: compressed air energy storage, lined rock caverns, analytical methods

中图分类号: TU93
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