The invention relates to the technical field of
karst treatment, and aims to provide a
karst treatment and track grouting construction method. The
karst treatment and track grouting construction method provided by the invention is characterized by comprising the following steps of 1) despooling for positioning: measuring two coordinate points with the closest distance between a cuboid-shaped housepile foundation bearing platform and a continuous wall, setting
drill hole positions between the two coordinate points, enabling the hole positions to be arranged in the circumferential direction ofthe house
pile foundation bearing platform at intervals, and marking the hole positions; 2) using a drilling
machine for drilling holes; 3) replacing sleeve shell materials; 4) pre-embedding a sleevevalve tube; 5) sealing the
drill holes; 6) feeding core tubes; 7) tracking: closely monitoring continuous wall deformation, a
subway station circuit, house
pile foundation bearing platform
settling and the like, and guiding grouting according to a monitoring result; and 8) grouting, wherein through pre-embedding the
sleeve valve tube and tracking grouting, the
treatment time for guiding holes andpre-embedding the
sleeve valve tube is saved at a later period, and the occurrence of a phenomenon that a karst
cave is further enlarged due to insufficient competency of a construction team is reduced. The karst treatment and track grouting construction method provided by the invention is applicable to the protection of the
subway station circuit and the house
pile foundation bearing platform.