The invention relates to grouting piles, in particular to
pile heads of the grouting piles. A grouting
pile head breaking and removing method includes the steps that when a grouting
pile steel reinforcement cage is machined, each steel reinforcement of the top of the cage is sleeved with a plastic
pipe, the length of each plastic
pipe is designed from the designed pile top position to the top of the steel reinforcement cage, and the
diameter of each plastic
pipe is larger than that of the corresponding steel reinforcement; the pipe bottoms of the plastic pipes are tightened with
adhesive tapeand iron wires, isolation
powder fills in the plastic pipes, after the plastic pipes are full of the isolation
powder, the pipe tops of the plastic pipes are sealed, and sealed pipe openings of the plastic pipes are tightened with iron wires; after construction of the grouting piles is finished, during breaking and removing of the pile heads of the concrete grouting piles, four separation holes are drilled at equal intervals around the piles at the designed pile top elevation, and the diameters of the holes are slightly smaller than the
diameter of an air pick
drill bit; symmetrical
impact isperformed in the four separation holes through an air pick, and the concrete pile heads are directly
cut off in the positions; and holes are symmetrically drilled in the positions one third away fromthe upper ends of the pile heads, two steel reinforcement hanging rings are mounted, the
cut-off pile heads are hung away with machinery, and breaking and removing work of the pile heads is finished.By means of the grouting pile head breaking and removing method, the difficulty and intensity of the pile head breaking and removing are reduced.