Provided is a method for constructing dislocation-resistant tunnel secondary lining passing through an active fault. The method comprise the steps that A, the segment length of the secondary lining constructed on the active fault crushed zone and in the areas, away from the active fault crushed zone by 20-100 m, of a hanging wall and a heading wall is half to one third that of the secondary lining outside the active fault; and B, seven high-strength tension-compression spring pipes of a crosswise deformation joint are connected with the inner walls of adjacent segments of the secondary lining of the active fault crushed zone through bolts, and the seven high-strength tension-compression spring pipes are located at the positions of an arch crown, a left arch waist, a right arch waist, a left arch springing, a right arch springing, a left wall foot and a right wall foot correspondingly. According to the secondary lining constructed by the method, the dislocation energy of the active fault can be well absorbed, the dislocation-resistant effect is good, the safety of the integral structure of a tunnel can be better guaranteed, and rapid emergency rehabilitation, first-aid repairing and restoring and reinforcing of the tunnel structure after disasters are facilitated.