The invention discloses anti-cracking concrete, which is prepared by mixing the following components in parts by weight: 240-315 parts of cement, 635-705 parts of gravels, 410-515 parts of modified recycled aggregate, 715-835 parts of sand, 140-185 parts of water, 5-9 parts of a water reducing agent, 80-125 parts of fly ash, 18-25 parts of borax and 25-35 parts of modified combined fibers, whereinthe preparation method of the modified recycled aggregate comprises the following steps: mixing 65-75 parts by weight of water glass with a mass concentration of 5%, 12-18 parts by weight of an organic silicon resin and 4-8 parts by weight of borax to obtain an aggregate modification solution, soaking recycled aggregate into the aggregate modification solution for 30-40 minutes, taking out, and draining to obtain the modified recycled aggregate, and the preparation method of the modified combined fibers comprises the following steps: mixing 15-27 parts by weight of polyvinyl alcohol and 35-50parts by weight of water, carrying out heating melting, adding 2.4-3.2 parts by weight of polyethylene glycol, stirring to obtain a fiber modified solution, uniformly mixing polypropylene fibers andcarbon fibers according to a weight part ratio of (4-5):1, immersing into the fiber modified solution for 1-2 hours, taking out, and draining to obtain modified combined fibers. According to the invention, the anti-cracking concrete has characteristics of improved impact resistance, improved splitting strength and cracking reducing.