隧道开挖结构、隧道开挖方法以及隧道施工方法

By setting up support and anchoring components in the tunnel excavation structure, and combining advanced support and initial support, the problem of deformation control in vertically dipping phyllite tunnels was solved, and the safety and efficiency of tunnel construction were improved.

CN116480365BActive Publication Date: 2026-07-17CHINA RAILWAY URBAN DEVELOPMENT INVESTMENT GROUP CO LTD +4

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CHINA RAILWAY URBAN DEVELOPMENT INVESTMENT GROUP CO LTD
Filing Date
2023-03-20
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

When constructing tunnels in vertically dipping phyllite sections, existing technologies struggle to effectively control tunnel deformation and the stability of the surrounding rock, especially under high ground stress conditions, which poses safety hazards and limits construction progress.

Method used

The tunnel excavation structure includes a lower bench, a middle bench, and an upper bench arranged sequentially along the tunnel extension direction. Support components and anchoring components are installed at the upper bench and the middle bench. Combined with the advanced support and initial support structure, an effective support system is formed to control tunnel deformation.

Benefits of technology

It significantly reduces tunnel deformation by 20-30%, shortens the initial support ring formation time, improves construction safety and efficiency, and ensures smooth construction of tunnel structures in vertically dipping phyllite strata with poor surrounding rock conditions.

✦ Generated by Eureka AI based on patent content.

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Abstract

本发明公开了隧道开挖结构、隧道开挖方法以及隧道施工方法,解决了现有技术中直立产状千枚岩隧道的变形难以控制的技术问题。隧道开挖结构,包括沿隧道延伸方向依次设置的下台阶、中台阶和上台阶;其中,所述上台阶包括第一掌子面、第一平台和凸台;所述凸台与第一掌子面相连且位于第一平台的内部;所述凸台的沿隧道径向的侧面为斜侧面;所述中台阶包括第二掌子面、第二平台和第一通道;所述第一通道斜向设置;所述中台阶包括第三掌子面、第三平台和第二通道;所述第二通道斜向设置;还包括对所述斜侧面进行支撑的支撑组件以及设于上台阶和中台阶拱脚处的锚固组件。
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