The application relates to the technical field of
pile foundation construction, and discloses a construction method for improving the
bearing capacity and durability of hard stratum stirring
pile planting, which comprises the following steps: driving a first group of
drill rods to drive a soil breaking
drill bit to
drill into the stratum and synchronously inject a fluid for cooling, lifting upward after reaching the elevation, and injecting
cement slurry, solidifying agent
slurry or water into the hole in the drilling lifting stage; using a second group of drill rods to drive a multidirectional stirring
drill bit to drill downward and synchronously inject grouting, and carrying out multidimensional cross shearing and mixed mixing of the in-situ broken rock-soil body and the
slurry in the hole; controlling the multidirectional stirring
drill bit to rotate reversely and lift to separate from the hole position, and carrying out grouting or stopping grouting in the lifting stage; and planting a prefabricated
pile into the elevation position before the mixed medium in the hole is initially cured. The application adopts the in-situ soil breaking and non-
discharge combined internal and external
pipe staggered blade reverse stirring process, overcomes the phenomenon that the
cutting resistance of the hard stratum is too large and the mud ball at the bottom of the hole is stuck, realizes uniform forced mixing of the medium in the hole, reduces the pile planting penetration resistance, and improves the overall bearing performance of the composite pile.