The invention relates to the technical field of bridges, and discloses a novel dense beam plate truss combined
bridge deck system which comprises two chord members arranged in parallel and level, and the chord members and truss nodes are connected to form a continuous structure in the bridge direction. A plurality of cross beams are arranged between the chord members at intervals, and each cross beam comprises a cross beam
upper wing plate, a cross beam
lower wing plate and a cross beam web stiffening rib; a cross beam web plate is mounted between the cross beam
upper wing plate and the cross beam
lower wing plate, and the cross beam web plate and the cross beam web plate stiffening rib are connected with each other; a
bridge deck slab is arranged above the cross beam, and longitudinal stiffening ribs and a transverse connecting plate are arranged below the
bridge deck slab. The truss node area is not provided with a cross beam, so that the connecting structure of the truss node area is simplified, the fatigue details of the node area are reduced, and the risk of
fatigue cracking of the node area is reduced; cross sections and sizes of the beams of the bridge
deck system are consistent, rigidity differences of the beams are small, distribution of loads on the bridge
deck system is more uniform, and the beams are arranged in a fish belly mode so that local rigidity of the bridge
deck system can be improved.