DAI Hong-jun, YANG Xue, CAI Sheng-hua, et al. Investigation on thickness selection method of sealing steel plate for CAES gas storage caverns[J]. 2026, 47(6): 1895-1905.
DAI Hong-jun, YANG Xue, CAI Sheng-hua, et al. Investigation on thickness selection method of sealing steel plate for CAES gas storage caverns[J]. 2026, 47(6): 1895-1905.DOI: 10.16285/j.rsm.2025.0736.
钢板作为压缩空气储能(compressed air energy storage,简称CAES)人工硐室储气库密封层的选择方案之一,其厚度设计至关重要。采用数值模拟法对密封钢板在洞径尺寸、围岩模量和储气内压等因素影响下的受力特性进行全面深入分析,进而拟合出钢板厚度与上述因素之间的关系。此外,采用理论分析法对外水压力作用下钢板屈曲临界厚度和运行环境条件下钢板的腐蚀厚度进行了分析。最后综合密封钢板的受力变形与屈曲特征以及腐蚀速率等影响因素,提出了密封钢板厚度的确定方法。研究成果表明:拟合得到的储气内压−钢板厚度间的经验公式推求临界压力或临界厚度时的误差较小,应力控制计算得到的误差仅为2.37%,应变控制计算得到的误差仅为2.35%;不设加劲环钢板的临界厚度随着外压的增加呈现非线性增加趋势,设置加劲环钢板的临界厚度随着外压的增加呈现线性增加趋势;在高温高湿环境下,钢板表面会出现全面不均匀腐蚀现象,局部锈蚀严重,在钢衬厚度设计时增加相应的腐蚀富裕厚度。最后提出的钢衬临界厚度确定方法在本研究条件范围内具有较好的适用性,可为钢板密封方案设计提供有益借鉴。
Abstract
The design of steel plate thickness holds substantial significance in the context of the sealing layer design for compressed air energy storage (CAES) artificial caverns. To ascertain the relationship between the steel plate thickness and factors such as the cavern diameter
surrounding rock modulus
and internal gas storage pressure
a numerical simulation method was used to analyze the stress characteristics of the steel plate under the influence of these aforementioned factors. Furthermore
a theoretical analysis method was adopted to examine the critical buckling thickness of the steel plate under external water pressure and the corrosion thickness of the steel plate under the operating environmental conditions of the CAES artificial caverns. Ultimately
considering the influencing factors such as stress deformation
buckling characteristics
and corrosion rate of the sealing steel plate
a method for determining the thickness of the sealing steel plate was proposed. The research results show that the fitted empirical formula
which establishes the relationship between gas storage pressure and steel plate thickness
exhibits minimal error when calculating critical pressure or critical thickness. Specifically
the error calculated by stress control is a mere 2.37%
while that calculated by strain control is only 2.35%. The critical thickness of steel plate without stiffening ring presents a nonlinear increasing trend as external pressure rises
whereas the critical thickness of steel plate with stiffening ring exhibits a linear increasing trend with the augmentation of external pressure. In the environment characterized by high temperature and high humidity
the surface of steel plate undergoes overall uneven corrosion
with severe localized corrosion. Consequently
the thickness of steel lining should be increased accordingly. Finally
the method proposed in this paper for determining the critical thickness of the steel lining demonstrates favorable applicability under the research conditions delineated herein
thereby offering valuable insights for the design of steel plate sealing strategies.