The invention discloses an early-strength CK anchoring agent and is characterized in that the early-strength CK anchoring agent comprises resin
mortar and a curing agent, wherein the weight ratio of the resin
mortar to the curing agent is 100 : 4 to 6; the resin
mortar comprises the following ingredients by part by weight: 100 parts of
unsaturated polyester resin, 0.5 to 1 part dimethyl-p-
toluidine (DMT), 0.1 to 1 part of dimethyl
aniline (DMA), 0.1 to 2 parts of
gas phase silicon dioxide, 200 to 300 parts of coarse stone
powder, and 200 to 400 parts of fine stone
powder; and the curing agent comprises the following ingredients by part by weight: 100 parts of
benzoyl peroxide, 90 to 105 parts of water, 15 to 30 parts of
diethylene glycol, 1 to 3 parts of
carboxymethyl cellulose, and 90 to 120 parts of white stone
powder. The early-strength CK anchoring agent is applied to underground roadway supporting and pit shaft equipment installation work in a
coal mine. Compared with the traditional CK anchoring agent, the early-strength CK anchoring agent mainly has the advantages that the early strength development and the curing exotherm are quick, the exotherm is large, and the final strength after curing is high.