The invention relates to the technical field of bridge construction, and discloses a bridge floor three-dimensional segment construction method of a steel truss girder cable-stayed bridge
superstructure, which comprises the following steps of: dividing the steel truss girder cable-stayed bridge
superstructure into a plurality of three-dimensional segments at equal intervals along a bridge axis as erection units; a multi-shaft multi-wheel all-wheel driven girder transporting vehicle is used for transporting an erecting unit on an erected bridge floor, after the erecting unit is received by a bridge erecting
machine of an open-web steel truss girder structure, the erecting unit is rotated by 90-180 degrees by means of a rotating device in a hoisting
system to be parallel to the axis of a bridge, and then the erecting unit is accurately in
butt joint to the erecting position and is connected through high-strength bolts. And the erected three-dimensional segments directly serve as a conveying channel and a working platform of a subsequent erecting unit, and circulating construction is conducted till the upper structure is closed. The construction method solves the technical problems that an existing construction method is long in construction period, complex and expensive in equipment, large in operation difficulty, high in
safety risk and not
environmentally friendly, has the beneficial effects of being simple in equipment, easy to operate, safe and efficient in construction, energy-saving,
environmentally friendly, low in cost and high in installation precision, and is suitable for construction of the upper structures of various steel truss girder cable-stayed bridges.