The invention discloses an underground
engineering rock
mass cutting and replacing device and method in the field of underground
engineering rock mechanics, the
cutting and replacing device comprises a high-pressure steel
pipe, the front end of the high-pressure steel
pipe is communicated with a high-pressure spray
pipe, and the rear end of the high-pressure steel pipe is communicated with a water conveying pipe, a
slurry conveying pipe and a
slag discharging pipe; a plurality of high-pressure nozzles are symmetrically arranged on the left side and the right side of the side wall of the high-pressure spray pipe, and the high-pressure nozzles on the same side face different directions. The high-pressure spraying pipe is used for sequentially achieving hole forming,
slag discharging and grouting filling replacement on the same
station, accurate grouting of the
cutting hole is guaranteed,
slurry loss is avoided, the construction efficiency is greatly improved, the high-pressure spraying nozzles with different angles are symmetrically arranged on the left side and the right side of the high-pressure spraying pipe, and the construction efficiency is greatly improved. The
radial distribution of the cutting holes in the space can be realized, and the replaced grouting body can form a net-shaped structure in combination with the distance between the
drill holes, so that the surrounding rock is reinforced by using less grouting materials, and the stability of the surrounding rock of the deep
engineering rock
mass is ensured.