一种盾构隧道洞门注浆封堵装置

CN224515200UActive Publication Date: 2026-07-17ZHEJIANG MINGKANG ENG CONSULTING CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
ZHEJIANG MINGKANG ENG CONSULTING CO LTD
Filing Date
2025-09-18
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing shield tunneling construction, the springs of the check structure are easily blocked by the solidified grout, causing the grouting channel to be blocked or the seal to fail, making it impossible to achieve rapid grouting and sealing and prevent groundwater backflow.

Method used

A grouting and sealing device for the portal of a shield tunnel was designed. It adopts a nested structure of a protective seat and a lifting seat. The lifting spring is completely enclosed in the protective seat. Combined with the multi-directional limiting of the limiting rod and the limiting spring, it ensures the smooth lifting and resetting of the sealing seat, forming a double mechanical seal. This prevents grout or solids from entering the spring gap and allows for rapid response to pressure changes.

Benefits of technology

It achieves rapid channel maintenance during the grouting process and effective sealing after grouting, preventing grout leakage and groundwater backflow, and ensuring the continuity and safety of the grouting effect.

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Abstract

本实用新型涉及盾构施工技术领域,且公开了一种盾构隧道洞门注浆封堵装置,包括注浆管,注浆管的内腔固定连接有支撑座,支撑座的顶部固定连接有伸缩杆,伸缩杆的外圈安装有升降弹簧,伸缩杆的顶部固定连接有密封座,注浆管内腔的顶部开设有密封槽,密封座与密封槽的尺寸相互匹配且均为上窄下宽的圆台形结构,支撑座的顶部固定连接有保护座,保护座的内腔中滑动连接有升降座。本实用新型,通过保护座和升降座的嵌套设计,将升降弹簧完全包覆于保护座的内腔中,形成动态隔离屏障,注浆过程中,高压浆液推动密封座向下移动,升降座在保护座内滑动,隔绝浆液或固结物接触弹簧丝间隙。
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