High-speed rail and subway tunnel leakage water repairing system and process thereof
A technology for leaking water and subways, applied in tunnels, tunnel linings, underground chambers, etc.
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Embodiment 1
[0029] Please refer to figure 1 , figure 2 and image 3 As shown, a kind of high-speed rail and subway tunnel leakage water repair process provided by the embodiment of the present invention includes:
[0030] Judging the current water leakage situation of high-speed rail and subway tunnels;
[0031] According to the situation of water leakage, corresponding repair methods are adopted to repair the water leakage; among them:
[0032] When it is judged that the water seepage situation is water seepage in the segment splicing joint 1, the repair method of deep water stop and shallow layer reinforcement is adopted to repair the water leakage.
[0033] When it is judged that the leakage water is water gushing from segment joint 1, the repair method of curtain consolidation, deep water stop and shallow reinforcement is adopted to repair the leakage water.
[0034] When it is judged that the water leakage is water leakage from the bolts of the segments, the repair method of str...
Embodiment 2
[0057] The device obtained through the above design can basically solve the problem of water leakage at the segment joints and segment bolts of high-speed rail and subway tunnels. To carry out repairs, in line with the purpose of further improving its functions, the designer further perfects the repair system. For brief description, for the parts not mentioned in this embodiment, reference may be made to the corresponding content in Embodiment 1.
[0058] refer to figure 2 and Figure 4 As shown in Fig. 1, when water gushing occurs in segment joint 1, the repair method of curtain consolidation, deep water stop, and shallow reinforcement is adopted. Curtain consolidation includes the following steps: filling soil into the soil cavity 6 on the outside of the segment 3, and then using cement-water glass double slurry 61 formed by cement slurry and water glass slurry to pass through the plum blossom grouting pipe 7 to the soil cavity 6 Perform double liquid grouting, and final...
Embodiment 3
[0064] The device obtained through the above design can basically solve the problem of water leakage at the joints of the high-speed rail and subway tunnel segments and the segment bolts. For the purpose of further improving its functions, the designer further improved the repair system. For brief description, for the parts not mentioned in this embodiment, reference may be made to the corresponding content in Embodiment 1.
[0065] refer to Figure 5 As shown, when there is a chipping angle in the segment 3, the following steps are also included after step S19 or step S26:
[0066] S31. Chisel the concrete at the chipped corner of the segment until it is dense. For example, use steel chisels and hammers to manually chisel out the loose concrete, and it is required to chisel out a new section, and no loose concrete blocks are allowed to remain.
[0067] S32. Rinse the chipped part of the segment with clean water.
[0068] S33, using an interface treatment agent to harden t...
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