Construction method of reserved grouting pipe of tunnel vault
A construction method and technology of grouting pipe
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[0018] a. After the excavation, initial support, inverted arch and bottom laying of the tunnel are completed, waterproof cloth shall be constructed on the initial support surface of the tunnel, and the second lining steel bars shall be bound;
[0019] b. Before the secondary lining trolley is in place, install the perforated corrugated pipe (1) close to the waterproof cloth. The diameter of the perforated corrugated pipe (1) is 55mm, and the rubber rod (1) is inserted into the perforated corrugated pipe (1). 2), the diameter of the rubber rod (2) is 50mm, each end of the rubber rod (2) protrudes 500mm from the port of the perforated corrugated pipe (1), and the perforated corrugated pipe (1) is drawn out and fixed at both ends of the second lining trolley On the second lining steel bar, as close as possible to the waterproof board;
[0020] c. Pouring the second lining concrete (4), when pouring to the top, pull the rubber rods (2) at both ends regularly so that the grout does...
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