The invention discloses the form of a
seismic isolation foundation for a bridge. A bearing platform of the bridge is divided into a bridge
pier bearing platform and a
pile foundation bearing platform in the height direction from top to bottom; the bridge
pier bearing platform is integrated with a bridge
pier; the
pile foundation bearing platform is integrated with a
pile foundation; a rectangulargroove is formed on the top of the pile foundation bearing platform; a
seismic isolation support is laid at the bottom of the groove; the upper part of the
seismic isolation support is used for bearing the bridge pier bearing platform; a
cofferdam type protective layer is arranged on the outer side of the pile foundation bearing platform; a buffer rubber plate is arranged on the inner side of theprotective layer in the longitudinal bridge direction; a
polytetrafluoroethylene plate is arranged on the inner side of the protective layer in the horizontal bridge direction; the seismic isolation support consists of a lower connecting steel plate, a lower sleeve, a lower anchor rod, a lower anchoring bolt, an upper connecting steel plate, an upper sleeve, an upper anchor rod, an upper anchoring bolt and a support body which is positioned between the lower connecting steel plate and the upper connecting steel plate; and the support body is formed by bonding a
rubber sheet, protective layer rubber, a stiffening steel plate and a support connecting steel plate in a lamination
vulcanization mode. According to the seismic isolation foundation, due to the seismic isolation function of the seismic isolation support, a bridge beam structure above a seismic
isolation layer is isolated from a horizontal seismic oscillation component, so that the seismic performance of the bridge is improved.