Horizontal force supporting pile and production process thereof

Abstract

The invention discloses a horizontal force supporting pile and a production process thereof. The horizontal force supporting pile comprises concrete, a reinforcement cage and end boards fixed on two ends of the reinforcement cage, wherein the reinforcement cage consists of prestressed reinforcement, helical reinforcement and nonprestressed reinforcement; the prestressed reinforcement can be made of PC steel bars with high tensile strength; the nonprestressed reinforcement is arranged on the helical reinforcement in a tensile zone of a tubular pile, and is vertically bound on the helical reinforcement, and does not participate prestressed tension after the tubular pile is in die closing, thereby changing the defects that the prior tubular pile has poor anti-bending strength, brittle fracture and poor ductility, the tubular pile spreads fast after fracture, and the reinforcement in the tensile zone quickly yields and contracts until fracture, nearly the same of ultimate bending moment and cracking bending moment, and the like. The horizontal force supporting pile and the production process improve the whole performance of the tubular pile, and have the advantages of simple process, low cost, high cost performance, wide application range and the like.

Description

Technical field: [0001] The invention belongs to the technical field of construction engineering, and in particular relates to a horizontal force bearing pile and a production process thereof. Background technique: [0002] In the process of building construction, pipe piles are used more and more widely. Prestressed concrete pipe piles use the method of pre-pressurization to indirectly increase the tensile strength of concrete, overcome the shortcomings of easy cracking of concrete, and delay the cracking of concrete components. Improve the crack resistance and stiffness of the components, and achieve the effect of saving steel bars and reducing self-weight. [0003] However, it is generally believed in engineering circles that the bending resistance of prestressed concrete pipe piles is poor, the damage is brittle failure, and the ductility is poor. It is not much different from the cracking bending moment. The main way to increase the cracking moment is to increase the ...

AI Technical Summary

Problems solved by technology

[0005] To sum up, in order to overcome the deficiencies of the existing technical problems, the present invention provides a horizontal force bearing pile and its production process, which can well make up for the poor bending resistance of the existing pipe piles, the failure is brittle failure, and the extension Poor performance, the pipe pile spreads rapidly after cracking, the steel bar in the tension zone quickly enters yield and shrinks until it breaks, the ultimate bending moment and the cracking moment are not much different, which improves the overall performance of the pipe pile, and the process is simple and the cost is low. , cost-effective

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