Pressure dispersing type prestressing force anti-pulling anti-floating pile

The utility model relates to a pressure dispersing type prestressing force anti-pulling anti-floating pile which comprises rebar-steel strand cages formed in concrete in a poured mode. The pressure dispersing type prestressing force anti-pulling anti-floating pile is characterized in that each rebar-steel strand cage comprises more than two discontinuous rebar cages which are axially connected, the upper end of each rebar cage at the uppermost end does not enter a reinforced concrete base plate, and the lower end of each rebar cage is welded to form a V-shaped bottom end; a plurality of steel strands evenly arranged along the circumference axially penetrate through the outer sides of the rebar cages, the upper ends of the steel strands and the reinforced concrete base plate are fixed, and the lower ends of the steel strands penetrate through a protecting ring at the V-shaped bottom ends; two adjacent rebar-steel strand cages are connected through an axial force transmission pipe. Axial force has two or more s