The grouting technology used after a hollow (hole) ring-shaped steel plate rubber bag (cavity) is installed on the
pile bottom of a cast-in-place
pile is applicable to the technical field of foundation and
underground space engineering. According to the background technology, for a
drill hole using mud to protect the wall, if a steel plate rubber bag is installed on the bottom of a reinforcement cage, collapsing of the wall of the
drill hole is caused easily, thus
sediment on the bottom of the hole exceeds the standard,
silt collapsing from the hole wall accumulates on a steel plate easily, and the quality of the cast-in-place
pile with the
drill hole. According to the technology, a grouting
pipe is tied to the reinforcement cage, a hollow ring-shaped steel plate is installed on the bottom, a hollow rubber bag shaped like a car inner tire is installed on the bottom face of the steel plate, a steel plate ring can also be welded to the portion, perpendicular to the bottom face of the steel plate, of the inner side of the hollow rubber bag, the grouting
pipe penetrates through the steel plate and communicates with the rubber bag, after the hole is formed, the reinforcement cage is lowered to the hole bottom, if the
sediment on the hole bottom exceeds the standard, a guide
pipe is utilized for penetrating through a middle hole of the ring-shaped steel plate rubber bag so that secondary clearing can be carried out on the
sediment on the hole bottom below, after the standard is reached, concrete is filled, the cast-in-place pile is formed, and after the strength reaches the standard,
pressure grouting begins to be carried out on the pile bottom rubber bag through the grouting pipe.