The invention discloses concrete with anti-freezing performance and a preparation method thereof, and belongs to the technical field of concrete. The invention aims to solve the problems that the
porosity of an interface transition area is high, hydration products are easy to degrade and the anti-freezing and anti-
permeation performances are insufficient under the working conditions of high altitude, low air pressure, strong
ultraviolet rays and salt-freezing
synergy of the existing large-dosage
fly ash concrete. The concrete is prepared from the following components in parts by weight: 100 parts of
cement, 100 to 150 parts of
coal ash, 280 to 320 parts of fine aggregate, 1000 to 1200 parts of modified
basalt coarse aggregate, 1.5 to 3.5 parts of polycarboxylic
acid water reducing agent, 0.2 to 0.6 part of PEG (
Polyethylene Glycol) coated
chitosan quaternary ammonium salt microspheres, 0.05 to 0.25 part of
chitosan grafted nano
cerium oxide composite particles, 1.0 to 3.0 parts of bacillus pseudofirmus microcapsule-
polyvinylpyrrolidone mixture and 0.03 to 0.12 part of
trisodium citrate. Through the synergistic effect of all the components, the interface structure of the concrete is effectively optimized, the
ultraviolet aging resistance, the salt-freezing synergistic damage resistance and the
chloride ion infiltration resistance are improved, the high-altitude severe
service condition is adapted, and reliable material support is provided for high-altitude infrastructure construction.