The utility model discloses a no support waves mound from two interfaces of bridge that restore to throne, mainly include concrete pier column and at the bottom of mound pier, the local structure measure that sets up of dun ding, cushion cap top surface department, no support waves mound from two interfaces of bridge that restore to throne through at the bottom of the mound, dun ding and cushion cap top set up pre -buried steel sheet and solve the pier stud and wave the local pressure -bearing problem of in -process, simultaneously through set up stiffening steel plates on the pre -buried steel sheet in cushion cap top, with the cushion cap pre -buried steel sheet fillet weld in top to the top is tight each other with pre -buried steel sheet at the bottom of the mound, waves the pier stud with the restriction and the changing of the relative positions appears reversing, the C20 concrete is built as the protective layer in the pre -buried steel sheet outside at the bottom of the mound, guarantees steel sheet durability at the bottom of the mound. The utility model discloses can solve the macroseism and come temporarily, no support needs wave technical problem such as realizing seismic energy conversion and dissipation through bridge pier column from the bridge anti -seismic that restores to the throne, shock attenuation system.