The application discloses a bridge large
cantilever flange plate reinforcing construction method, and solves the problem of bridge
asphalt paving layer
cracking caused by the negative
bending moment phenomenon existing in the prior large
cantilever flange plate reinforcing process. The method uses a jack, a steel
wire rope and a steel rib plate to reinforce the old bridge after correction, applies a reverse force before paving concrete, makes the
flange plate in a state of being upturned, and reinforces the steel
fiber in the state, which is the first stage, wherein the concrete, the steel
fiber and the steel rib plate are used to restore the overall stiffness of the bridge. Before
asphalt paving, a counterweight is applied to simulate the state of the
bridge deck with a vehicle load, and the counterweight is removed after
asphalt paving is completed; under the combined action of the flange plate and the concrete, the steel
fiber and the steel rib plate, the
asphalt pavement is in a compressed state, thereby solving the problem of bridge asphalt paving layer
cracking, and improving the construction quality and construction effect of the
bridge deck.