The utility model relates to a concrete tubular pile which is characterized by comprising a concrete tubular pile body, a steel reinforcement cage and end plates which are fixed at the two ends of the steel reinforcement cage. The steel reinforcement cage is composed of spiral reinforcing bars and main reinforcing bars. The main reinforcing bars are fixedly connected with the spiral reinforcing bars through nonprestressed reinforcement. The concrete tubular pile has the beneficial effects that stressed method is reasonable. All the main reinforcing bars of the steel reinforcement cage accept HRB 400 reinforcing bars. When the HRB 400 reinforcing bars are cold drawn to improve flexural capacity of the tubular pile, the reinforcing bars can be obtained conveniently, wherein the reinforcing bars are basically with the same stress, and therefore the stress of the tubular pile is even. Horizontal bearing capacity of the tubular pile can be improved greatly by the HRB 400 reinforcing bars. A technological process is convenient and fast. The HRB 400 reinforcing bars are adopted by the main reinforcing bars of the steel reinforcement cage, the spiral reinforcing bars are arranged outside the main reinforcing bars, and therefore connection can be finished through a roll welding method, and manufacturing efficiency of the steel reinforcement cage of the tubular pile is improved. The horizontal bearing capacity of the tubular pile is improved effectively, and usages of the tubular pile are increased, wherein the tubular pile can be used in projects such as a foundation pit, a side slope and an embankment and buildings with an anti-earthquake degree of more than seven.