The present invention is a method and
system for erecting a steel truss beam assisted by a cable-stayed full
cantilever. The method uses a sling
tower combined with a steel structure central
tower column and a cable-stayed cable; The
tower crane on the top of the end of the truss girder; after the anchor boxes of the front and rear cable stays are connected with the lug plates of the steel girder joints, the tower is directly lifted to apply the pretension of the cable stays;
Cantilever erection. After the hole steel girder is erected, use the method of raising the temporary support of the front
pier and
lifting equipment between the upper and lower supports of the sling tower to complete the cable force unloading of the stay cables. The
system includes tower auxiliary truss, tower center column, upper and lower support bases, front and rear stay cables, stay cable upper and lower anchor boxes, tower top anchor beams and running mechanism. Advantages: For large-span continuous steel truss girders, a special equipment is used to assist the erection of multi-span steel truss girders, which can reduce the internal force of steel truss girder member installation, reduce the deflection of the front outrigger end, and increase the roll stability of the outrigger steel truss girder sex. And the investment is small, the cycle is short; the operation is very convenient.