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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (7): 1576-1585.DOI: 10.3973/j.issn.2096-4498.2026.07.017

• 规划与设计 • 上一篇    下一篇

压气储能地下硐室封堵体接触力学特性及优化设计

徐英俊1, 冯学敏2, 张敬2, 夏才初3, 4, 5, *, 徐晨3, 4, 5, 王升3   

  1. (1. 同济大学土木工程学院, 上海 200092; 2. 中国电建集团成都勘测设计研究院有限公司, 四川 成都 611130; 3. 宁波大学岩石力学研究所 全省岩石力学与地质灾害重点实验室, 浙江 宁波 315211; 4. 宁波大学 宁波市能源地下结构重点实验室, 浙江 宁波 315211; 5. 宁波大学岩石力学研究所 深部金属矿智能开采与装备全国重点实验室, 浙江 宁波 315211)
  • 出版日期:2026-07-20 发布日期:2026-07-20
  • 作者简介:徐英俊(1997—),男,江西乐平人,2025年毕业于同济大学,隧道及地下建筑工程专业,博士,现从事地下硐室储能技术研究工作。E-mail: tjxyj1997@126.com。*通信作者: 夏才初, E-mail: tjxiaccb@126.com。

Contact Mechanical Characteristics and Optimized Design of Plugs for Underground Compressed Air Energy Storage Caverns

XU Yingjun1, FENG Xuemin2, ZHANG Jing2, XIA Caichu3, 4, 5, *, XU Chen3, 4, 5, WANG Sheng3   

  1. (1. College of Civil Engineering, Tongji University, Shanghai 200092, China; 2. PowerChina Chengdu Engineering Corporation Limited, Chengdu 611130, Sichuan, China; 3. Zhejiang Key Laboratory of Rock Mechanics and Geohazards, Institute of Rock Mechanics, Ningbo University, Ningbo 315211, Zhejiang, China; 4. Ningbo Key Laboratory of Energy Geostructure, Ningbo University, Ningbo 315211, Zhejiang, China; 5. State Key Laboratory of Intelligent Deep Metal Mining and Equipment, Institute of Rock Mechanics, Ningbo University, Ningbo 315211, Zhejiang, China)
  • Online:2026-07-20 Published:2026-07-20

摘要: 为揭示压气储能硐室封堵结构与围岩相互作用机制,基于Winkler弹性接触模型,建立适用于地下压气储能硐室楔形封堵体的接触力学分析模型。通过对封堵体-围岩相互作用的力学平衡方程进行推导,得到描述封堵体水平位移的一类二阶非线性常微分方程。采用数值边值问题求解方法(MATLAB bvp4c)求得接触压力和位移分布,并在典型工程参数基础上,对边界约束、几何尺寸、材料性质和接触参数开展系统性分析,以揭示封堵体在高内压条件下的关键力学控制因素。研究表明: 1)边界约束条件对封堵体-围岩接触响应分布具有显著影响,自由边界条件下接触压力与接触位移沿轴向逐渐增大;而随着边界约束刚度的提高,其分布特征表现为先增大后减小。2)在几何参数中,斜边倾角θ是控制封堵体接触力学行为的关键因素,封堵体最大凸起半径R0的增大将提升θ,使接触压力与接触位移增大但逐渐趋于稳定,同时可有效减小封堵体水平位移,而封堵体长度L0的增大会降低θ,削弱接触作用强度并导致水平位移增加。3)摩擦因数与围岩抗力系数的增大均可降低接触位移和水平位移,增强封堵体的抗滑稳定性,但其影响程度呈现边际递减特征。4)以控制封堵体水平位移为优化目标,对R0L0Lm(左侧封堵体端面至最大凸起面处的水平距离)进行参数优化,在给定参数区间内获得最优组合为R0=12.0 m、L0=10.5 m、Lm=3.8 m。

关键词: 压气储能, 楔形封堵体, 接触压力, 优化设计

Abstract: To investigate the contact mechanical characteristics between the sealing plug and surrounding rock in compressed air energy storage caverns, a contact mechanical analysis model suitable for wedge-shaped sealing plugs was established based on the Winkler elastic foundation assumption. By deriving the mechanical equilibrium equations of plug-rock interactions, a second-order nonlinear ordinary differential equation describing the horizontal displacement of the sealing plug was obtained. The contact pressure and displacement distributions were solved using a numerical boundary-value problem method (MATLAB bvp4c). Considering typical engineering parameters, systematic analyses were performed on boundary constraints, geometric dimensions, material properties, and contact parameters to identify the key mechanical factors under high internal air pressure. The results show that the boundary constraint conditions significantly influence the distribution of the contact response between the plugging structure and surrounding rock. Under free-boundary conditions, both the contact pressure and displacement increase gradually along the axial direction, whereas with increasing boundary stiffness, their distributions first increase and then decrease. Among the geometric parameters, the inclined-edge angle θ is the key factor governing the contact mechanical behavior of the plugging structure. An increase in the maximum convex radius R0 increases θ, resulting in an increase and eventual stabilization of the contact pressure and displacement while effectively reducing the horizontal displacement of the plugging structure. In contrast, an increase in the plug length L0 reduces θ, weakens the contact interaction, and increases horizontal displacement. Furthermore, increasing the friction coefficient and surrounding rock resistance coefficient reduces the contact and horizontal displacements and enhances the antisliding stability of the plugging structure; however, the influence of these factors has a diminishing marginal effect. Finally, by controlling the horizontal displacement as the optimization target, parametric optimization was performed for R0, L0, and Lm(horizontal distance from the left end face of the plug to the point of maximum bulging), and an optimal combination of R0=12.0, 0=10.5, and Lm=3.8 m was identified within the prescribed parameter ranges.

Key words: compressed air energy storage, wedge-shaped plug, contact pressure, optimized design