The invention discloses a preparation method of long-age high-crack-resistance low-carbon premixed concrete. The long-age high-crack-resistance low-carbon premixed concrete is prepared from the following components in parts by
mass: 370 to 400 parts of cementing material, 32 to 44 parts of crack-resistance composite functional material, 750 to 810 parts of fine aggregate, 1070 to 1120 parts of coarse aggregate, 150 to 160 parts of recycled water and 5 to 10 parts of water
reducing agent, the invention is characterized in that the cementing material comprises the following components in parts by
mass: 120-220 parts of
cement, 100-160 parts of
fly ash, 40-70 parts of mineral
powder and 20-60 parts of limestone
powder; the anti-crack composite functional material comprises the following components in parts by
mass: 3-5 parts of a hydration temperature rise inhibiting component, 1-2 parts of a
fiber reinforced component, 4-5 parts of an inorganic proliferation waterproof component and 20-36 parts of an expansion component. The early-stage hydration heat of the concrete is effectively reduced and the
occurrence time of a temperature peak is delayed through a mineral admixture compound
doping technology, a hydration temperature rise adjusting technology, a
fiber reinforcing technology, a staged whole-process shrinkage compensation technology, a crack repairing technology and an additive regulating technology; the shrinkage deformation resistance and passive crack repairing capacity of the concrete are enhanced, the
crack resistance of the concrete is improved, and the concrete conforms to the green and low-carbon development principle.