Deviation correction method for differential settlement of power transmission tower

The invention relates to a deviation correction method for differential settlement of a power transmission tower. The deviation correction method comprises the steps of (1) reinforcing an iron tower independent foundation through a #-shaped inverted beam and a connecting beam; (2) forming jacking hole channels and anchoring hole channels: forming the jacking hole channels in the four opening ends of the #-shaped inverted beam, and forming the anchoring hole channels in both ends of the connecting beam in the length direction; (3) installing jacking screws and anchor rods: respectively inserting the jacking screws into the jacking hole channels, and fixedly connecting the lower ends of the jacking screws with a connecting piece which is pre-buried in the foundation inverted beam; installing jacking nuts on the lower parts of the jacking screws; respectively inserting the anchor rods into the anchoring hole channels, and anchoring the lower ends of the anchor rods in the foundation inverted beam; and respective