New grouting fluid after shield tail wall with anti-loss
A shield shield and post-grouting technology, which is applied to mining equipment, tunnels, earthwork drilling and mining, etc., can solve the problems of segment floating, segment misalignment, shield tail gap grouting fluid leakage, etc., to avoid The effect of gushing, reducing equipment costs and time for retrofitting
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Embodiment 1
[0017] The buried depth of a subway shield is 14.5m, the diameter of the shield cutter head is 6.28m, and the diameter of the shield in the shield shell is 6.24m. The strata that the shield passes through are mainly strongly weathered and moderately weathered surrounding rocks. Due to the good self-stability of the surrounding rock, the gap between the shield shell and the surrounding rock is about 2cm. Before the improvement of the slurry, the slurry loss is serious and cannot fill the gap at the tail of the shield. . The groundwater level is 3.0m below the surface. According to the actual situation of this project, the slurry formula has been adjusted as follows. The water glass is alkaline and the density is 1.3g / cm 3 .
[0018] per m 3 The content of each component of the grouting fluid behind the tail wall of the shield:
[0019] Cement 200kg, fly ash 350kg, bentonite 80kg, sand 750kg, water 540kg, material A 40kg, water glass 13kg.
[0020] The properties of the impr...
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