The invention relates to a construction method for the new frame bridge to replace the old frame bridge on the prior railway. The construction method comprises the required jacking force of the old frame bridge according to the formula; the prior
railway line is strengthened; the line strengthening
system and the reinforcing steel drawing ring are tightened through a jack; the lately supplemented triangular blocks is arranged at the rear end of the bottom plate of the old frame bridge; a
cantilever bracket is arranged; a new bridge back is arranged, and a jacking column and a jacking pickaxe are respectively arranged between the new frame bridge and the new bridge back and between the old frame bridge and the
cantilever bracket; a plurality of thixotropic
slurry holes are formed on the both sides of the old frame bridge and the bottom surface of the bottom plate, and thixotropic
slurry is filled into the thixotropic
slurry holes; the old frame bridge is jacked out; when the old frame bridge is jacked out, the new frame bridge is jacked in. Under the
precondition that the railway operation is not interrupted, the construction method can rapidly jacked the old frame bridge out, the application scope is wide, and the construction method can not be limited by time and space. In addition, because the conventional reinforcement method of track lock plus the longitudinal and horizontal beam is adopted in the prior
railway line, the construction method is suitable for various railway situations such as a straight line section and the curved line section, and the security is high.