Taking equal volume replacement ratio of waste brick coarse aggregate as variable, the paper, based on discussing the influence of the waste brick coarse aggregate on the compressive strength of recycled concrete by replacing waste concrete coarse aggregate on equal volume, explores emphatically the impact of the volume replacement ratio of waste brick coarse aggregate to the shrinkage and deformation of recycled concrete. The results show that the volume replacement rate is 25%, water treatment and pre wrapped treatment can most effectively reduce the shrinkage deformation of recycled concrete, and the compressive strength of recycled concrete is not reduced obviously. When the volume replacement ratio is 25%, the shrinkage resistance of recycled concrete is better than that of wrapping treatment, and the compressive strength of wrapped slurry processing recycled concrete is higher than that of pre absorption treatment.