The present application relates to the technical field of
road engineering, and particularly relates to a bridge-head cover plate combined
fiber anti-
cracking flexible splicing structure and a preparation method thereof, which comprises a base layer with an
asphalt pavement part on the top and an
abutment; the base layer, the
abutment and the
asphalt pavement part form a groove, the side wall of the groove is formed by the
asphalt pavement part, the bottom wall of the groove is formed by the base layer and the
abutment; the inner wall of the groove is coated with a two-component high-
viscosity high-elasticity interface
adhesive; from bottom to top, the groove is sequentially filled with a
high polymer elastic body and a reinforced anti-
cracking asphalt mixture; a
basalt fiber bar anchoring member is pre-buried in the inner wall of the groove, and the
high polymer elastic body and the reinforced anti-
cracking asphalt mixture wrap the
basalt fiber bar anchoring member; through the
stress diffusion of the interface
adhesive layer, the deformation buffer of the flexible bottom layer and the anti-cracking cooperation of the rigid
surface layer, the
road surface longitudinal slope
mutation caused by the differential settlement of the abutment and the base layer is effectively relieved, the vehicle
jumping impact force is reduced, the
road surface longitudinal corner is reduced, and the driving smoothness and the structural durability are significantly improved.