The invention relates to the technical field of
pipe gallery crack repairing, in particular to an underground
pipe gallery deformation joint leakage repairing method. An underground
pipe gallery deformation joint leakage repairing method comprises the following steps that original filler in a deformation joint is removed, and the deformation joint is filled with a backing
slurry blocking material; mixing the high-
ductility self-repairing waterproof
mortar with water to prepare high-
ductility self-repairing waterproof
slurry, and filling the deformation joint with the high-
ductility self-repairing waterproof
slurry; the high-ductility
polymer joint sealing
mortar and water are mixed to prepare high-ductility
polymer joint sealing slurry, the high-ductility
polymer joint sealing slurry is smeared to the inner surface of the deformation joint, and a cavity is formed; a
silane modified polyether material is poured into the cavity; and a W-shaped stainless steel plate is installed, polymer waterproof paint is brushed on the periphery of the deformation joint, and a waterproof sealing layer is formed. The three-in-one composite waterproof structure is adopted, the high-ductility self-repairing waterproof
mortar, the W-shaped stainless steel plate and the
silane modified polyether rubber are combined to construct an inner-blocking, middle-preventing and outer-sealing composite waterproof
system, and the waterproof performance of the deformation joint in the dynamic deformation environment is remarkably improved.