In-advance pilot tunnel freezing water stopping construction method for running tunnel
A technology for interval tunnels and pilot tunnels, which is applied in the direction of tunnels, tunnel linings, shaft linings, etc. It can solve the problems that interval tunnels cannot be frozen horizontally for a long distance, and achieve the effects of reducing the amount of excavation, saving costs, and flexible construction
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Embodiment 1
[0041] See attached Figure 1-4 , a V-shaped freezing water-stop construction method for a leading pilot tunnel of a single-hole double-track tunnel of the present invention, comprising the following steps:
[0042] (1) Construction of the leading pilot tunnel 1: above the groundwater level on both sides of the reserved position of the interval tunnel 4, and at a certain distance from the side wall of the tunnel, construct two leading pilot tunnels, namely the left pilot tunnel and the right pilot tunnel;
[0043] The position of the leading pilot tunnel is slightly higher than the height position of the tunnel, so as to ensure the water-stop effect within the entire section of the tunnel.
[0044] According to the actual situation, the leading pilot tunnel can be used as an urban pipe gallery, and the interval tunnel freezing method is jointly constructed with the urban pipe gallery.
[0045]Since the working surface of the station is usually already available during the cons...
Embodiment 2
[0058] See attached Figure 7-10 , a W-shaped freezing water-stop construction method for a leading pilot tunnel of a double-hole single-track tunnel of the present invention, comprising the following steps:
[0059] (1) Construction of leading pilot tunnel 1: above the groundwater level on both sides of the reserved position of the two tunnels, and at a certain distance from the outer wall of the tunnel, construct two leading pilot tunnels, namely the left pilot tunnel and the right pilot tunnel. Above the groundwater level between the reserved positions of the two tunnels, construct a leading pilot tunnel, that is, the intermediate pilot tunnel;
[0060] The position of the leading pilot tunnel is slightly higher than the height position of the tunnel, so as to ensure the water-stop effect within the entire section of the tunnel.
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