Underground excavation tunnel construction early warning system
By constructing a multi-module collaborative system, combining real-time perception and simulation analysis, and dynamically adjusting the support system and construction sequence, the problem of insufficient adaptability of the early warning system to the characteristics of ground settlement in the existing technology has been solved, and the safety and stability of the construction of mined tunnels have been improved.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- BEIJING URBAN RAIL TRANSIT CONSTRUCTION ENGINEERING CO LTD
- Filing Date
- 2025-12-10
- Publication Date
- 2026-05-15
AI Technical Summary
Existing early warning systems for underground tunnel construction lack the ability to dynamically adapt to the characteristics of strata-layered settlement and the evolution of disturbance zones, resulting in a low degree of matching between early warning signals and actual risks. The adjustment of the support system and the optimization of the construction rhythm rely on preset parameters and do not combine real-time sensing data and simulation prediction values for closed-loop feedback. Furthermore, there is a lack of a collaborative optimization strategy for multi-level interlocking support structures and flexible adjustment devices, which leads to insufficient deformation resistance of the support system and is prone to local instability risks.
A multi-module collaborative system is constructed, including a real-time perception module, a risk identification and early warning module, and a support intervention execution module. By deploying multiple types of sensors at key nodes of the support system, and combining simulation analysis results with multi-objective optimization algorithms, the system can continuously collect structural mechanical parameters and stratum deformation data, dynamically adjust early warning thresholds and support system configurations, optimize construction sequence and pace, and form a closed-loop control.
It enables real-time control of surrounding rock deformation and the stress state of the support structure, improves construction safety and stability, significantly reduces false alarm and false alarm rates, optimizes the response strategy of the support system, and enhances risk control capabilities during construction.
Smart Images

Figure CN122040306A_ABST