The utility model discloses a longitudinal-connection pre-tensioned rail plate with stop shoulders and belongs to the technical field of rail plates of railway rails. A row of pre-tensioned prestress transverse reinforcing steel bars are arranged on the upper side of the inner portion of a plate body and a row of pre-tensioned prestress transverse reinforcing steel bars are arranged on the lower side of the inner portion of the plate body. Two rows of pre-tensioned prestress longitudinal reinforcing steel bars are arranged between the two rows of pre-tensioned prestress transverse reinforcing steel bars. The end portion of each longitudinal reinforcing steel bar is anchored inside a longitudinal anchor recess hole formed in the longitudinal end portion of the plate body through anchor plates. The reinforcing steel bars are symmetrically arranged relative to the longitudinal center line of the plate body. The end portion of each transverse reinforcing steel bar is anchored inside one transverse anchor recess hole formed in the transverse end portion of the plate body through the anchor plates. The transverse reinforcing steel bars are symmetrically arranged relative to the transverse center line of the plate body. Two rows of bearing platforms with the stop shoulders are arranged on the top surface of the plate body. The two rows of bearing platforms with the stop shoulders are symmetrically arranged relative to the longitudinal center line of the plate body. At least two rows of skeleton connecting reinforcing steel bars are arranged on the bottom surface of the plate body in the longitudinal direction. The lower end of each skeleton connecting reinforcing steel bar is exposed outside the plate body. The longitudinal reinforcing steel bars and the transverse reinforcing steel bars are respectively connected with the anchor plates in a threaded mode. Each anchor plate is connected with the plate body in a clamped mode. Each anchor plate is cylindrical.