10%，20%，30%，40%，50% of fine aggregate was replaced with an equal volume fraction of rubber particles with size of 390，170，042，025mm with mass ratio of: 1∶1∶1∶2, and was added to concrete with 02% volume fraction of chopped basalt fiber to study mechanical properties of the concrete. The results show that the strength index of basalt fiber reinforced concrete shows a downward trend with increasing mixing amount of the rubber particles, but compared with the crumb rubber concrete, the splitting tensile strength and the flexural strength and the deformation properties of chopped basalt fiber reinforced concrete show different degrees of improvement, while the elastic modulus and the compressive strength of concrete have little change after adding chopped basalt fiber.