After the operation of high speed railway，affected by the surrounding environmental changes and human engineering activities，some high speed railway bridge experienced lateral deviation beyond the adjustable range of the fastener system，which seriously affected the line smoothness and the train safe operation. Based on the analysis of the existing rectification technology and the principle of friction resistance，by using the vertical jack friction to balance the horizontal jack pushing reaction force，the jacking-up and translation rectification model and linkage of ballastless track bridge are established，and a new type of rectification technology without setting the reaction device alone is proposed，which has been successfully applied in practical engineering. The measured data shows that the secondary stress and the relative displacement of track structure caused by skylight point construction are far less than the influence of daytime train operation and temperature change on track structure. After the jacking-up and translation rectification，the bridge and track structure are stable，and the alignment adjustment amount of the line is within 2 mm，which can meet the design accuracy requirement by ordinary fastener adjustment. The research results can provide reference for the rectification construction of similar projects.