The utility model relates to a self-anchored steel strand pretensioned centrifugal concrete pile. The self-anchored steel strand pretensioned centrifugal concrete pile comprises a hollow concrete pile body and a steel reinforcement cage located in the concrete pile body; the steel reinforcement cage comprises prestressed main reinforcements arranged axially, stirrups and end plates; the self-anchored steel strand pretensioned centrifugal concrete pipe is characterized in that the prestressed main reinforcements are steel strands, a plurality of through holes allowing the steel strands to pass through are formed in each end plates, the through holes correspond to the steel strands one to one so that the steel strands passing through the through holes of the end plates can be connected with an external steel strand locking structure, and a plurality of threaded connecting holes for connecting with the steel strand locking structure are further formed in the end plates. In this way, the steel strands can be tensioned by use of the steel strand locking structure outside, and then centrifugal molding is carried out, anchor plates are detached after the completion of molding, and finally, the steel strands exposed out of the end plates are cut off; the finished centrifugal concrete pile does not comprise any anchor part projecting from the end plate, and is a practical and feasible centrifugal concrete pile with the steel strands.