The invention discloses a continuous
rigid frame bridge based on a steel truss-concrete slab composite beam. The continuous
rigid frame bridge comprises a bridge
substructure and the steel truss-concrete slab composite beam supported by the bridge
substructure. The steel truss-concrete slab composite beam comprises a steel truss and a concrete
bridge deck which is laid over the steel truss. The steel truss comprises one or more steel truss units; each steel truss unit is an inverted-triangle truss girder, wherein the inverted-triangle truss girder is composed of two upper chords, a lower chord, a left line of
diagonal web members and a right line of
diagonal web members, each upper chord comprises a first horizontal steel plate and a plurality of first vertical perforated
steel plates evenly laid on the first horizontal steel plate, an upper chord transverse connecting
system connected between the two upper chords comprises a plurality of upper chord transverse connecting pieces, and each upper chord transverse connecting piece comprises a second horizontal steel plate and a plurality of second vertical perforated
steel plates evenly laid on the second horizontal steel plate. The continuous
rigid frame bridge is simple in structure, reasonable in design, convenient to construct, good in stress performance, good in using effect and capable of effectively solving various problems existing in an existing continuous rigid frame bridge.