This invention relates to
interlocking cast-in-place
pile construction technology, specifically a long spiral drilling device and construction method for
interlocking cast-in-place piles. It includes a
drill pipe, the upper end of which is concentrically and fixedly connected to the output shaft of a power head. A casing is concentrically and fixedly connected to the output shaft of the power head, with the
drill pipe located inside the casing. The
drill pipe and casing are concentric, and a spiral
auger is fixed to the outer edge of the
drill pipe. A hole bottom correction component is installed at the lower end of the
drill pipe. In this construction method, the
drill pipe and casing are spiraled in together. The casing prevents hole wall collapse during drilling, effectively forming holes in dense, fine sand strata rich in
groundwater. It can correct the outer side of the hole bottom, improve the quality of the formed hole, and ensure the quality and stability of the concrete
pile. Addressing the limitations of traditional
mechanical equipment performance and ultra-thick gravel
layers, this construction method solves the problems of hole formation and
interlocking of cast-in-place concrete piles under special geological conditions.