Advanced grouting method for tunnel face of cement-rich rock stratum
A technology of advanced grouting and cement rock, which is applied in tunnels, tunnel linings, underground chambers, etc., can solve the problems of blocked construction progress, water gushing, mud gushing, and high construction costs in tunnels rich in cement rock, so as to improve construction efficiency and equipment Utilization rate, water inflow control, and the effect of improving construction efficiency
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Embodiment 1
[0029] A method for advanced grouting on the face of a tunnel in a cement-rich stratum, comprising the following steps:
[0030] (1) Carry out advanced geological forecasting and detect the fault fracture and groundwater location in front of the tunnel face in cement-rich strata;
[0031] (2) Carry out the grouting design for the face of the tunnel face in rich cement rock stratum according to the detected fault fracture and groundwater position in front of the tunnel face in rich cement rock stratum, and determine the target grouting reinforcement area;
[0032] (3) Set up monitoring points in the target grouting reinforcement area, and the monitoring points are used to monitor the grouting construction and the grouting curing effect;
[0033] (4) Spray concrete on the face of the operation and pour the grout-stop wall. The thickness of the grout-stop wall is determined according to experience and is related to the scope of the target grouting reinforcement area; Slurry hole...
Embodiment 2
[0047] A method for advanced grouting on the face of a tunnel in a cement-rich stratum, comprising the following steps:
[0048] (1) Carry out advanced geological forecasting and detect the fault fracture and groundwater location in front of the tunnel face in cement-rich strata;
[0049] (2) Carry out the grouting design for the face of the tunnel face in rich cement rock stratum according to the detected fault fracture and groundwater position in front of the tunnel face in rich cement rock stratum, and determine the target grouting reinforcement area;
[0050] (3) Set up monitoring points in the target grouting reinforcement area, and the monitoring points are used to monitor the grouting construction and the grouting curing effect;
[0051] (4) Spray concrete on the face of the operation and pour the grout-stop wall. The thickness of the grout-stop wall is determined according to experience and is related to the scope of the target grouting reinforcement area; Slurry hole...
Embodiment 3
[0067] A method for advanced grouting on the face of a tunnel in a cement-rich stratum, comprising the following steps:
[0068] (1) Carry out advanced geological forecasting and detect the fault fracture and groundwater location in front of the tunnel face in cement-rich strata;
[0069] (2) Carry out the grouting design for the face of the tunnel face in rich cement rock stratum according to the detected fault fracture and groundwater position in front of the tunnel face in rich cement rock stratum, and determine the target grouting reinforcement area;
[0070] (3) Set up monitoring points in the target grouting reinforcement area, and the monitoring points are used to monitor the grouting construction and the grouting curing effect;
[0071] (4) Spray concrete on the face of the operation and pour the grout-stop wall. The thickness of the grout-stop wall is determined according to experience and is related to the scope of the target grouting reinforcement area; Slurry hole...
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