Long and short pipe reinforcing structure and method for reinforcing water-rich sandy stratum tunnel
A technology of strengthening structures and long and short pipes, which is applied in tunnels, tunnel linings, underground chambers, etc., can solve problems such as soil penetration damage, mud and water inrush, engineering construction difficulties and risks, and achieve the goal of increasing rigidity and ensuring safety Effect
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Embodiment 1
[0038] Embodiment 1: A long and short tube reinforcement structure used for tunnel reinforcement in water-rich sandy strata, such as Figure 1 to Figure 4 As shown, it includes a plurality of anchor rods 1, a plurality of steel arch frames 2 and a plurality of boreholes 3 applied within 180° of the tunnel arch, and a plurality of anchor rods 1 are applied in the surrounding rock of the tunnel side wall, A plurality of steel arches 2 are erected at intervals in the excavated tunnel, and one of the steel arches 2 is closely attached to the tunnel face. A long pipe shed 4 is installed in the borehole 3 , and the end of the long pipe shed 4 extending out of the borehole 3 is supported on the steel arch 2 . Cement mortar 5 is filled in the long tube shed 4 . It also includes a plurality of advanced small conduits 6 applied in the tunnel arch and side walls.
[0039] In this embodiment, during the reinforcement process of the tunnel in the water-rich sandy stratum, a plurality of ...
Embodiment 2
[0052] Embodiment 2: The present invention also provides a kind of reinforcement method for the reinforcement structure of long and short pipes used for the reinforcement of tunnels in water-rich sandy formations, such as Figure 5 As shown, a reinforcement ring with a thickness of 1.5m is formed within the outline of the tunnel excavation, and under the protection of the reinforcement ring, the face of the tunnel is reinforced by grouting, and then the face is excavated, specifically including the following step:
[0053] S1. Spray a concrete layer with a thickness of 5-10cm on the face of the tunnel to seal the face, and make a full-length mortar anchor 1 or hollow grouting anchor with a diameter of 32mm and a length greater than or equal to 3m on the side wall of the tunnel pole 1.
[0054] S2. Erection of steel arches 2 made of I25 I-steel, erecting a plurality of steel arches 2 at intervals of 50-70 cm in the tunnel, and one of the steel arches 2 is close to the face of ...
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