The application discloses a self-anchoring structure for integral lifting of a
steel box girder, comprising a bridge
tower and a constructed
steel box girder, wherein the bridge
tower is provided with a ring-shaped self-anchoring support body, the bottom of the bridge
tower is provided with a support bottom embedded steel plate, the ring-shaped self-anchoring support body is connected with the support bottom embedded steel plate and the constructed
steel box girder, the top of the constructed steel
box girder is provided with a self-anchoring truss, and the end of the self-anchoring truss towards a mounting surface is provided with
lifting equipment. The application further discloses a self-anchoring method for integral lifting of a steel
box girder, and the steps are as follows: 1, fixing the support bottom embedded steel plate at the bottom of the bridge tower; 2, installing the ring-shaped self-anchoring support body; 3, hoisting the prefabricated steel
box girder in situ, and
welding adjacent prefabricated steel box girders to make them into the constructed steel box girder; 4, installing the steel box girder inner support circular
pipe and the self-anchoring truss on the constructed steel box girder; and 5, installing the steel box girder to be hoisted. The application can economically and rationally lift the steel box girder to a specified position, and can be widely applied in the field of
building construction steel structure installation.