The invention discloses an anti-shear
pile and a preparation method thereof.The anti-shear
pile comprises a
pile body and a reinforcement cage arranged in the pile body and further comprises a supporting plate, the supporting plate is connected with the inner wall of the pile body and comprises a reinforcement mesh plate and a concrete plate, the reinforcement mesh plate is connected with the reinforcement cage, and the concrete plate is connected with the inner wall of the pile body; the supporting plates are distributed in the axial direction of the pile body. The multiple concrete slabs are arranged in the pile body and connected with the inner wall of the pile body, the resistance of the pile body to soil
shear force can be remarkably improved, namely the shear
bearing capacity (horizontal
load resistance) and the bending rigidity of the pile body are improved, and therefore the number or the
diameter of piles is reduced under the same condition, and the overall
engineering cost is reduced. Compared with a traditional hollow
pipe pile, the shear-resistant pile has the advantages that through reasonable arrangement of the internal concrete slabs, on the premise that the
shear resistance is not reduced, the
material consumption of the pile body is reduced, and the dual goals of structure optimization and material saving are achieved. Therefore, the
shear strength is guaranteed, the weight of the pile foundation is reduced, and convenience is provided for transportation and installation.