High geothermal temperature is a key problem that restricts the mining of mineral resources. In order to maintain the normal production of deep mines, we must seek a new stope cooling method that is more green, economic and efficient. Based on this, this paper proposes a iced concrete technology applied to the cooling of deep mine mining, and focused on the mechanical strength, pore structure, heat transfer evolution law, hydration reaction process and other change characteristics of concrete with different initial ice content (0 %, 10 %, 20 %, 30 %, 40 %, 50 %, 60 %). Finally, the pore structure and mechanical properties of iced concrete in the hydration process were analyzed and studied. The results demonstrate that (1) for concrete specimens cured for 1 d, the mechanical strength of iced concrete decreases slightly with an increase in initial ice content. After 28 d of curing, the mechanical strength is positively correlated with the initial ice content; (2) the porosity of macropores and mesopores of iced concrete is negatively correlated with the compressive strength, whereas the microporous porosity of iced concrete is positively correlated with the compressive strength because macropores and mesopores primarily undertake compression fracture penetration during dissipation, and micropores can be conducive to elastic strain energy accumulation; (3) the temperature change trend of iced concrete rises first and then decreases with the inflection point at 24 h. With an increase in the ice content in iced concrete, the initial temperature drops and the heating time is delayed. Therefore, in the initial hydration reaction stage, owing to the cooling effect of ice particles, an increase in the initial ice content decreases the content of hydration reaction products of concrete, increases the content of harmful pores such as macropores and mesopores, and relatively reduces the content of micropores; at 28 d, because the ice particles enhance the water-storage capacity of the concrete, an increase in the initial ice content leads to a more intense hydration reaction at the later stage and better pore structure distribution, which improves the final mechanical strength of the concrete.