The invention discloses a freezing-melting hazard resistance treatment method for a tunnel in an alpine region, comprising the following steps of: (1) designing corresponding geometric parameters of the tunnel; (2) completing initial supporting construction of the tunnel; (3) laying a waterproof board first, and then completing Inverted arch and second lining construction; a two-section structureis adopted by each second lining of the tunnel, a gap is provided between two sections for installing a spring set member, the spring set members are successively alternately arranged at the top, theleft side wall and the right side wall of the second lining in the length direction of the tunnel, each spring set member comprises end steel cushion plates, buried steel bars, springs and steel wireropes, and arc-shaped projections are respectively adopted by feet of the left and right side walls of the second lining of the tunnel and inserted into arc-shaped grooves of ends corresponding to theinverted arch of the tunnel to achieve rotatable connection. The structure can be adapted to repetitive loading and forced deformation of the tunnel lining structure caused by freezing, thawing, rising and shrinking of water vapor at the interface between the water seepage surrounding rock and the tunnel lining structure, thereby completely solving the freezing-melting hazard problem of the tunnel lining structure in a high altitude cold region.