The invention relates to the field of bridge pier reinforcing, in particular to a method for reinforcing a post-earthquake bridge pier through super-toughening fiber concrete. The damaged bridge pieris supported, failure concrete is chiseled away, a bearing platform face is roughened, and anchoring steel bars and original steel bars are welded; the original steel bars are welded, the anchoring steel bars in the super-toughening fiber concrete are laid, and the anchoring steel bars are welded to the original steel bars; a formwork is mounted, the super-toughening fiber concrete is poured, andafter completion, a vibration platform is adopted for vibration compaction; and the poured super-toughening fiber concrete is cured, after the mechanical index of the concrete meets the design requirement, the formwork is removed, and whole construction is completed. Owing to the fact that the post-earthquake bridge pier is reinforced through the super-toughening fiber concrete, the method has thecharacteristics of being small in thickness of the reinforced structure, large in rigidity, high in toughness, good in interlayer cohesiveness, good in durability and good in fatigue resistance.