Safe construction method for mine tunnel
A construction method and tunnel technology, applied in the field of rail transit, can solve the problems of insufficient thickness, back holes, and falling blocks.
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Embodiment 1
[0051] combine figure 1 , in the prior art, the tunnel structure includes secondary lining, initial support, inverted arch and backfill layer, wherein the inverted arch is arranged at the bottom of the tunnel, and upper linings are arranged at both ends of the inverted arch, and the inverted arch (bottom plate) is used to Combined with the upper lining structure to form a lining ring, they together form a closed permanent load-bearing structure. The bottom structure of the mining tunnel that is suitable for rapid construction passages, the inverted arch and the upper lining structure are generally cast-in-place structures. At the same time, the inverted arch must have It has a certain radian, and its structural height is deep in the middle and shallow on both sides. In order to facilitate the laying of tracks or roads, the space between the inverted arch and the upper rail or road surface is usually backfilled with plain concrete, but most of the secondary lining arches constru...
Embodiment 2
[0054] On the basis of embodiment 1, the present invention provides a kind of safe construction method that is used for mine tunnel, comprises the steps:
[0055] S1. After the excavation and initial support of the tunnel are completed, and the displacement rate shown by the monitoring measurements of the surrounding rock and initial support is stable, the construction of the secondary lining is started;
[0056] S2. Use the formwork trolley 6 to pour the side wall 3 lining, and pre-embed the joint 5 for connecting the prefabricated segment 4 at the connection between the side wall 3 and the two ends of the arch 1;
[0057] S3. Carry out the assembling operation of the joint 5 and the prefabricated segment 4, after every 5-6 pieces of the prefabricated segment 4 are installed, carry out the longitudinal pre-tightening construction and the back grouting of the arch 1;
[0058] S4. After completing the longitudinal preloading of the installed prefabricated segment 4, concrete is...
Embodiment 3
[0061] On the basis of Example 2, the joints of the prefabricated segments 4 are waterproofed with EPDM elastic waterproof gaskets, and the back of the prefabricated segments 4 prefabricated in the arch 1 is blocked by grouting, and the joints 5 L-shaped tenon or post-cast steel is adopted, and the joint 5 is embedded in the area of the integral secondary lining structure with a bending moment of 0-3.
[0062] When the joint adopts L-shaped tenon, use the template trolley for the concrete lining of the side wall of the L-shaped tenon joint to pour the side wall lining, and assemble the prefabricated segments of the L-shaped tenon joint. Longitudinal pre-tightening construction and back grouting of the arch, repeat the above process until the segment assembly of this section is completed.
[0063] When the post-cast steel joint is used, the formwork trolley for the side wall concrete lining of the post-cast steel joint is used to pour the secondary lining side wall, and the s...
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