Large Block Erection Method

The part of the superstructure of the Bridge(L=750M) was erected by the large block erection method. The large block erection method saves construction cost and time. Furthermore, the number of the filed joints can be reduced. The erection of the stiffening truss was started with the erection of the side spans. The closing block was erected after the erected blocks were set back(200mm) to the outside. To have the erection accuracy of the large block, the setting beam and the equipments on the top of the temporary supports such as pot shoe and 4 hydraulic jacks were placed.