The application provides a grouting construction method for medium-sand
dolomite gushing
confined water, which comprises the following steps: firstly, a drilling
machine is used to
drill a hole through a sectioned orifice
pipe, when the single-hole water inflow is greater than or equal to 40 m 3 / h, a short
pipe and a long
pipe are connected with a water plugging plate core pipe, and the short pipe is connected with a grouting pipe; secondly, a double-liquid double-injection process is used to inject a double-liquid
slurry into the gap between the pipe bundle and the hole through the short pipe; finally, after 6-8s of the double-liquid
slurry, a single-liquid single-injection process is used to inject a single-liquid
slurry through the long pipe, the
injection pressure of the single-liquid slurry is continuously increased, the single-liquid slurry is infiltrated into the stratum by using the long pipe wall grouting divergent hole under the continuous action of the pressure, and an effective water interception curtain and an advanced pre-
support system are formed. The method solves a series of problems, such as pressure attenuation, slurry
backflow, limited range, long time consumption and limited pressure, which exist in the traditional construction. The method belongs to the field of
tunnel engineering construction.