The invention relates to high-flow-state anti-
cracking concrete comprising the following components in parts by weight: 220-430 parts of 
cement, 130-200 parts of water, 30-90 parts of 
fly ash, 70-130parts of mineral 
powder, 550-880 parts of a fine aggregate, 1100-1350 parts of a coarse aggregate, 6-15 parts of a 
super absorbent resin particles, 20-60 parts of 
sponge rubber particles, 3-15 parts of steel fibers, 2-8 parts of 
epoxy resin and 4-10 parts of a water 
reducing agent, wherein the 
sponge rubber particles are formed by crushing 
sponge rubber. The preparation method comprises the steps:S1, uniformly mixing the 
super absorbent resin particles with the sponge rubber particles; S2, adding the mixture obtained in the step S1 into water to enable the 
super absorbent resin particles andthe sponge rubber particles to pre-absorb water, so as to obtain a pre-water-absorbing mixture; and S3, mixing the 
cement, the 
fly ash, the mineral 
powder, the fine aggregate, the coarse aggregate, the steel fibers, the 
epoxy resin, the water 
reducing agent, water and the pre-water-absorbing mixture, and uniformly stirring to obtain the high-flow-state anti-crack concrete. The high-flow-state anti-
cracking concrete is good in anti-
cracking performance and has the effect of improving the durability of the concrete.