Superelevation pier steel pipe concrete continuous beam earthquake -resistant structure system beam bridge

The utility model discloses a superelevation pier steel pipe concrete continuous beam earthquake -resistant structure system beam bridge, including unequal pier of a plurality of height and the girderof locating pier top, girder and pier pass through support interconnect, this pier highly high more, and it is big more that rigidity value is cuted to its adoption and support that the girder is connected, and highly the shearing rigidity value of the support be connected of higher pier and girder sets up greatly promptly, and highly the shearing rigidity value of the support be connected of lower pier and girder sets up lessly. The not co -altitude pier of this structure system adopts the support phase -match of different shearing rigidities, and so the co -altitude pier is not connected the rigidity total value size that constitutes with the girder and is then mated each other, has formed firm structure - spacing tie -beam structure system, and the the stiffness equilibrium of this each pier of structure syste