Large-diameter shield near-surface metro tunnel micro-disturbance control method and system

By employing a comprehensive approach that combines zoned grouting reinforcement, experimental section parameter optimization, shield tunneling control, and automated monitoring, the problem of soil disturbance control when a large-diameter shield tunnel passes close to a subway tunnel was solved, achieving millimeter-level micro-disturbance control and ensuring the safe operation of existing subway tunnels.

CN122407210APending Publication Date: 2026-07-17CHINA RAILWAY 22ND BUREAU GRP RAIL ENG CO LTD +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
CHINA RAILWAY 22ND BUREAU GRP RAIL ENG CO LTD
Filing Date
2026-06-16
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

When large-diameter shield tunneling passes close to existing subway tunnels, soil disturbance control is difficult. Traditional solutions lack zoned reinforcement, have inaccurate soil removal measurement, inconsistent filling of shield gaps, and are disconnected from monitoring and construction, resulting in high ground loss rates and making it difficult to meet the requirement of controlling the deformation of existing tunnels within ±10mm.

Method used

A comprehensive approach was adopted, including surface zonal grouting reinforcement, test section parameter optimization, shield tunneling control, shield shell gap filling, and automated monitoring. This approach included inclined double-liquid grouting, vertical single-liquid grouting, lidar dry slag measurement, plastic filling materials, and automated monitoring feedback, forming a closed-loop control system.

Benefits of technology

It achieves millimeter-level micro-disturbance control of existing tunnel structures under the condition that the clearance is less than one tunnel diameter, ensuring the all-weather, speed-unrestricted operation of subway lines and solving the systematic deficiencies of soil disturbance control in traditional technologies.

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Abstract

本发明涉及建筑工程施工技术领域,提供一种大直径盾构近穿地铁隧道微扰动控制方法和系统,控制方法包括:S1.地表分区注浆预加固,核心区斜向双液注浆,边缘区垂直单液注浆;S2.试验段参数优化;S3.盾构掘进控制,基于干渣激光雷达与湿渣密度‑体积法精确计量出土量,地层损失率≤3‰;S4.盾壳间隙同步填充,克泥效材料注入量为理论间隙体积的120%;S5.管片壁后同步及二次注浆;S6.自动化监测与掘进参数闭环反馈调控。本发明通过六步骤协同,在净距仅一倍以内洞径的条件下将既有隧道位移控制在毫米级,实现微扰动安全穿越。
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