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.