The invention belongs to the technical field of cast-in-place
pile hole collapse prevention, and particularly relates to a
silt layer self-balancing hole collapse prevention cast-in-place
pile structure which comprises a reinforcement cage and a
pile casing, the pile casing is detachably installed at an opening of a cast-in-place pile hole, and the reinforcement cage penetrates through an inner cavity of the pile casing and makes contact with the bottom of the inner cavity of the cast-in-place pile hole. The fixing part is detachably mounted at the top of the reinforcement cage, and the top of the reinforcement cage mounted closest to an opening of a cast-in-place pile hole can be continuously pressed through the fixing part; the adjusting part is arranged outside the fixing part, and the position of the reinforcement cage can be adjusted in time through the adjusting part, so that the central axis of the reinforcement cage coincides with the central axis of the cast-in-place pile hole all the time. According to the concrete foundation pile, through mutual cooperation of the parts,
stirrup deformation and main reinforcement bending of the reinforcement cage caused by collapse of a
silt layer during concrete pouring can be avoided, the
bearing capacity of the built concrete foundation pile is guaranteed, and meanwhile the influence on lifting of the guide
pipe and normal construction of a cast-in-place pile hole is avoided.