The application discloses a
welding connection method of a UHPC beam-steel beam laminated structure and relates to the technical field of bridge construction in fixed buildings, and specifically comprises the following steps: S1, embedding a temperature sensor under a UHPC beam embedded part to monitor the temperature in real time; S2, hoisting the UHPC beam and the steel beam to the
pier, positioning, and adopting an angle joint horse plate to fix the T-shaped full penetration
fillet weld on the outer side of the steel beam; S3, preheating the to-be-welded area of the T-shaped full penetration
fillet weld between the steel beam web plate and the UHPC beam embedded part; S4, sequentially performing backing
welding, filling
welding and cap welding on the T-shaped full penetration
fillet weld between the steel beam web plate and the UHPC beam embedded part, controlling the layer temperature during welding, and controlling the temperature of the weld area; and S5, after the welding is completed, covering the joint area with heat preservation cotton to perform heat preservation and
slow cooling to normal temperature, reducing the
cooling speed of the weld, and completing the welding connection. The application solves the technical problem of
poor quality of the weld after the UHPC beam and the steel beam are welded in the prior art.