A method for treating voids in face of shield tunnel construction
A technology of shield tunneling and treatment method, which is applied in tunnels, tunnel lining, earthwork drilling and mining, etc., can solve the problems of poor grouting reinforcement effect, inability to effectively treat hollow face holes, etc., so as to avoid long-term exposure and fine Combination, to achieve convenient effects
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Embodiment 1
[0048] Such as figure 2 A method for treating tunnel face voids for shield tunnel construction is shown. The tunnel face voids to be processed are voids 1 located at the front and upper part of the cutter head 2-1 of the shield machine 2, including the following steps:
[0049] Step 1, the first grouting: the grouting system of the shield machine 2 is used, and the first grouting slurry is injected into the lower part of the cavity 1 through the soil bin of the shield machine 2; during the first grouting process, the The internal pressure of the soil silo is controlled between 1.5bar and 3.5bar.
[0050] During the first grouting, inject the first grouting slurry into the soil bin from top to bottom; after the first grouting is completed, the inner upper part of the soil bin is filled with cement mortar, and the cement The bottom height of the mortar-filled section is lower than that of the cavity 1 .
[0051] The first grouting slurry is composed of cement, bentonite, fly ...
Embodiment 2
[0090] In this example, the difference from Example 1 is that the first grouting slurry described in step 1 is uniformly composed of cement, bentonite, fly ash, sand and water in a weight ratio of 48:52:195:580:410 Formed by mixing; the second grouting slurry described in step 2 is formed by uniformly mixing cement, bentonite, fly ash, sand and water in a weight ratio of 95:78:235:580:470.
[0091] In this embodiment, the construction process of the remaining steps is the same as that of Embodiment 1.
Embodiment 3
[0093] In this example, the difference from Example 1 is that the first grouting slurry described in step 1 is uniformly composed of cement, bentonite, fly ash, sand and water in a weight ratio of 52:48:205:580:390 Formed by mixing; the second grouting slurry described in step 2 is formed by uniformly mixing cement, bentonite, fly ash, sand and water in a weight ratio of 105:72:245:580:450.
[0094] In this embodiment, the construction process of the remaining steps is the same as that of Embodiment 1.
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