The application discloses a variable tension
leg type special-shaped
pontoon bridge foundation, and relates to the technical field of floating foundation structures. The foundation comprises a pontoon main body, a plurality of tension leg systems and a plurality of tension legs. The pontoon main body is used for being connected with the bottom of a bridge
pier and providing
buoyancy. A plurality of variable hydraulic rod systems are circumferentially and intervalled arranged on the outer side of the pontoon main body. Each variable hydraulic rod
system can be adaptively stretched and contracted when the pontoon main body is horizontally or vertically displaced. One end of each tension leg is connected with one variable hydraulic rod
system, and the other end is used for being connected with a
seabed foundation. The pontoon main body is arranged at the bottom of the bridge
pier, thereby providing a floating foundation for the bridge
pier. When the pontoon main body is horizontally or vertically displaced, the plurality of variable hydraulic rod systems are adaptively stretched and contracted, thereby cooperating with the tension legs connected with the
seabed foundation, so that the wind and wave
load resistance performance of the overall structure is improved, and the pitching and rolling of the bridge are reduced.