波纹钢密封层的连接接头及安装方法、密封层、储气洞室

By adopting a combined structure of connecting steel plate, sealing steel plate and clamping steel block at the circumferential joint of the corrugated steel sealing layer, the problem of insufficient sealing and deformation capacity of the corrugated steel sealing layer in the compressed air energy storage cavern is solved, and higher structural stability and economic benefits are achieved.

CN121184154BActive Publication Date: 2026-07-17CCCC FIRST HIGHWAY CONSULTANTS CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CCCC FIRST HIGHWAY CONSULTANTS CO LTD
Filing Date
2025-10-30
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing technologies, the circumferential joints of corrugated steel sealing layers in compressed air energy storage caverns suffer from poor sealing performance and insufficient deformation capacity due to the rigid connection method. They cannot effectively resist the circumferential displacement and stress concentration caused by internal pressure, thus affecting structural stability and safety.

Method used

The structure adopts a combination of two connecting steel plates, a sealing steel plate, and a pressing steel block. The connecting steel plates are inclined to the corrugated steel plates, the sealing steel plates have the ability to expand and contract, and the pressing steel blocks are connected to the connecting steel plates on one side with a gap reserved. Deformable material is filled to adapt to the deformation of the corrugated steel plates, forming an elastic connection joint.

Benefits of technology

It improves the sealing performance and deformation capacity of the corrugated steel sealing layer, reduces stress concentration, lowers construction difficulty, enhances structural stability and safety, and saves costs.

✦ Generated by Eureka AI based on patent content.

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Abstract

本发明涉及地下压缩空气储能洞室技术领域,具体涉及一种波纹钢密封层的连接接头及安装方法、密封层、储气洞室。本发明通过在波纹钢板的环向接头处相对设置两块连接钢板,在两侧连接钢板之间设置压紧钢块和变形填充材料,将压紧钢块与其中一侧连接钢板连接、在与另一侧连接钢板之间预留抗压变形量,并通过封口钢板将两侧连接钢板进行封口,实现波纹钢密封层连接接头处的构造密封,在保证不漏气的内压条件下提供环向变形量,以减小波纹钢板自身的应力集中现象,适应密封层结构的变形;在承受外压阶段,连接接头内的压紧钢块与连接钢板间的预留抗压变形量被压实,能够使得分段安装的波纹钢管及连接接头形成一个整体钢内衬结构,抵抗外压。
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