Rubber concrete as a new material has a broad application prospect. However, due to lack of its durability study,it is difficult to promote rubber concrete in many engineering applications. The experiment used C20 ordinary concrete as a benchmark, adopted the orthogonal design experiment of three factors (water cement ratio, dosage of rubber particles, rubber particle size) with three levels,carried out relative impermeability and freeze-thaw experiment and studied the influence of three factors on concrete impermeability and frost resistance. The experiment results showed that the rubber particle size has the greatest influence on the permeability resistance of concrete. With the increase of colloidal particle diameter, the permeability resistance emerges intermittent changes,the penetration resistance is the best when particle size is 1.18 to 2.36 mm.The addition of colloidal particle has certain effects on dynamic modulus of elasticity, but will not affact their level of antifreeze.The dynamic modulus of elasticity decreases with the increase of colloidal particle content,and appears first increase and then decrease with the increase of colloidal particle size. The optimum level is 1.18 to 2.36 mm.The addition of colloidal particle can obviously improve the loss rate of freeze-thaw quality which appears intermittent change with the increase of colloidal particle content.When content is 15%, the mass loss rate of concrete is obviously better than that of benchmark.The content of colloidal particle had the greatest influence on frost resistance of concrete, the optimum content is from 15% to 30%.