A low-gas shield tunnel construction method
A technology for shield tunneling and construction methods, which is applied in tunnels, tunnel linings, ventilation of mines/tunnels, etc., can solve problems such as hidden dangers of construction safety, lack of reducing the gas volume of low-gas shield tunnels, etc., so as to reduce the gas content and reduce the The effect of construction risk
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Embodiment 1
[0034] Such as figure 1 As shown, a low-gas shield tunnel construction method of the present invention includes the following steps: S1: Design the slag discharge scheme of the shield machine, and set the slag discharge scheme as the slag discharge from the side of the trolley; S2: According to the amount of slag discharge Select the model of the screw discharge machine and the model of the slag transport battery car, and determine the type and quantity of the gantry crane at the shield tunnel according to the amount of slag discharged; S3: Ventilate the shield tunnel and set up gas monitoring points; S4: Tunneling in the shield machine During the process, the muck is improved with foam and water until the muck forms a soil plug on the screw conveyor; S5: Excessive grouting at the joints of the formed tunnel; S6: When the gas in the tunnel exceeds the limit, an emergency plan is implemented.
[0035] When this embodiment is implemented, the slag discharge scheme of the shield ...
Embodiment 2
[0037] Such as figure 2 As shown, in this embodiment, on the basis of Embodiment 1, step S6 includes the following sub-steps: S61: setting the first threshold and the second threshold of the gas limit; S62: when the gas concentration reaches the first threshold, emergency shutdown of the spiral Conveyor gate, stop shield tunneling and strengthen ventilation; when the gas concentration reaches the second threshold, the gas will be pre-released in advance. The gas pre-release includes the following steps: determining the pre-discharge means according to the geological conditions in front of the shield tunnel; the pre-discharge means include excavating a vertical shaft in front of the tunnel face and constructing multiple groups of boreholes in front of the tunnel face. The excavation shaft in front of the tunnel face includes a vertical shaft and an inclined shaft, and the direction of the inclined shaft is consistent with the direction of the surrounding rock joints.
[0038]...
Embodiment 3
[0040] In this example, on the basis of Example 1, the foam described in step S4 is a foam with an FER of 15, and the concentration of the foam mixture is 3%.
[0041] During the implementation of this embodiment, the inventor found that the purpose of realizing the soil plug can be achieved through the foam of this proportion.
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