The utility model discloses an underground
engineering grouting leaking stoppage structure which comprises a plurality of grouting holes which are arranged downwards, the grouting holes penetrate through a
basement bottom plate and a
cushion layer downwards in sequence till a soil body, grouting pipes are installed in the grouting holes, composite
grout is injected into the grouting pipes, and the composite
grout permeates into the space between the soil body and the
cushion layer to form a stone body. And a high-strength concrete hole sealing body is poured at the top of the grouting hole. The grouting holes are formed, the composite
grout is poured into the grouting holes, the composite grout permeates into the space between the soil body and the
cushion layer to form the stone body, and the high-strength concrete hole sealing bodies are arranged at the tops of the grouting holes, so that the problem that
water seepage or water gushing occurs due to the fact that the
water level of underground
engineering is increased and a concrete structure is damaged by
water pressure can be well solved. The composite
slurry is uniformly injected into a damaged structure and a soil body, so that the composite
slurry and the soil body form a consolidated body-stone body with high
bearing capacity and good waterproofness, and the phenomenon of
water seepage or water gushing caused by the fact that the concrete structure is not damaged by underground water is avoided.