A
geopolymer grouting material is prepared from, by weight, 20-40 parts of stone flour, 30-45 parts of
fly ash, 10-25 parts of
silicon micro-
powder, 25-35 parts of mineral
slag powder, 5-10 parts of an alkali exciting agent, 5-10 parts of
sodium hydroxide, 0.5-1 part of
sugar calcium, 3-5 parts of re-dispersible latex
powder, 1-3 parts of a polycarboxylic
water reducer, 1-3 parts of
sodium alkane sulfonate, 1-3 parts of
aluminum stearate, 10-15 parts of phenolic resin, 0.5-1 part of N,N-
dimethylaniline, 0.5-1 part of
methylethyl ketone peroxide, 0.5-1 part of
sodium polyacrylate, 0.5-1 part of
triethanolamine and 0.5-1 part of
citric acid. The 1d strength of the prepared grouting material is not less than 20.0 MPa, the flowability is not more than 20 s, the initial
setting time is not less than 25 min, and the final
setting time is not more than 60 min. The grouting material is widely suitable for rapid repairing of roads, underside grouting of
cement concrete pavement soft base
processing, bridge reinforcing and crack repairing, deep curtain grouting, lower margin bolt anchoring and other
engineering positions. Compared with traditional
cement-based grouting materials, the grouting material disclosed in the invention has the advantages of low cost, good
corrosion resistance, good heatproof stability, good
erosion resistance and good durability.