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Low-prestress high-ductility mixed reinforced concrete pile and manufacturing method thereof

A technology of concrete piles and mixed reinforcement, applied in sheet pile walls, reinforced molding, construction, etc., can solve the problems of low bearing capacity, low prestress degree, poor ductility, etc., and achieve improved deformation capacity, high ductility, and improved resistance Effect of Hammer Ability

Active Publication Date: 2022-03-04
ZHENGZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to overcome the defects described in the background technology, thereby realizing a low prestressed high ductility mixed reinforced concrete pile and its manufacturing method, which solves the problems of low bearing capacity and poor ductility of traditional PHC concrete pipe piles , at the same time, compared with the PRC hybrid reinforced pipe pile, it can make full use of the deformation capacity of the high-strength hot-wired ribbed steel bar after yielding, thereby improving the ductility of the component and its safety reserve, so that it can be used more widely in the seismic fortification intensity area

Method used

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  • Low-prestress high-ductility mixed reinforced concrete pile and manufacturing method thereof
  • Low-prestress high-ductility mixed reinforced concrete pile and manufacturing method thereof
  • Low-prestress high-ductility mixed reinforced concrete pile and manufacturing method thereof

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Embodiment 1

[0033] The mixed reinforced concrete pile with low prestress and high ductility in this embodiment solves the problems of low bearing capacity and poor ductility of traditional PHC concrete piles, and at the same time, compared with PRC mixed reinforced pipe piles, it can make full use of high-strength thermal tie ribs The deformation ability of the steel bar after yielding can improve the ductility and safety reserve of the component, so that it can be used more widely in the seismic fortification intensity area. For details, see Figure 1-Figure 4 , which mainly includes a concrete pile body. In this embodiment, the concrete pile body is casted with C105 grade concrete. The concrete pile body is a hollow tubular structure manufactured by a high-speed centrifugal process. In this embodiment, the cross-sectional shape of the concrete pile body is circular. The concrete pile body is provided with a reinforcement cage assembly whose section matches the shape of the concrete pil...

Embodiment 2

[0042] The same as embodiment 1 will not be repeated, the difference is: the stretching control stress σ of the prestressed steel rod by the tensioning equipment con Set to 0.6 times the standard value of its tensile strength f ptk , and fix the prestressed steel rods on the outer end plate. The tension control stress σ of the strength steel bar by the tensioning equipment con 0.6 times the standard value of yield strength f yk , and fix the strength steel bars on the inner end plate.

Embodiment 3

[0044] The same as embodiment 1 will not be repeated, the difference is: see Figure 4 , the concrete pile body is a hollow tubular structure made by a high-speed centrifugal process. In this embodiment, the cross-sectional shape of the concrete pile body is a hollow square, and the prestressed steel rod and strength steel bar are along the square hollow cross-section of the square pile. Layered intervals are uniformly distributed and fixed together with square stirrups to form the reinforcement cage assembly of this embodiment.

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Abstract

The invention relates to the field of building concrete piles, in particular to a low-prestress-degree and high-ductility mixed reinforced concrete pile and a manufacturing method thereof.The low-prestress-degree and high-ductility mixed reinforced concrete pile comprises a concrete pile body and a reinforcement cage assembly matched with the concrete pile body in section shape; the shear-resistant stirrups are fixed to the peripheries of the prestressed steel bars in a surrounding mode and are arranged in a full-length mode. The prestressed steel bars comprise prestressed steel bars and strength steel bars which are arranged at intervals, the tension control stress sigma con of the prestressed steel bars is 0.5-0.6 time of the tensile strength standard value fptk, and the tension control stress sigma con of the strength steel bars is 0.5-0.6 time of the yield strength standard value fyk of the strength steel bars; the problems that a traditional PHC concrete pipe pile is low in bearing capacity and poor in ductility are solved, meanwhile, compared with a PRC mixed reinforcement pipe pile, the deformation capacity after high-strength hot-binding ribbed steel bars are yielded can be fully utilized, and therefore the ductility and safety storage of components are improved, and the high-strength hot-binding ribbed steel bars can be more widely applied to seismic fortification intensity areas.

Description

technical field [0001] The invention relates to the field of building concrete piles, in particular to a low prestressed high ductility mixed reinforced concrete pile and a manufacturing method thereof. Background technique [0002] Prestressed concrete pipe piles, referred to as PHC pipe piles, are widely used in construction pile foundations, slope support and other projects because of their high vertical bearing capacity, good corrosion resistance, and low cost. However, prestressed concrete pipe piles have small flexural bearing capacity and poor ductility, so there are certain limitations in the use of prestressed concrete pipe piles in seismic fortified areas and slope support projects. Prestressed concrete pipe pile with mixed reinforcement, referred to as PRC pipe pile, is a new type of prestressed concrete pipe pile formed by configuring a certain number of non-prestressed steel bars in PHC pipe piles. As a product with relatively good ductility, PRC pipe piles are...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/30E02D5/58B28B21/60
CPCE02D5/30E02D5/58B28B21/60Y02A30/30
Inventor 朱俊涛邹旭岩代天昊周同和张建设尹卫红麻永建王保贵和学庆刘子辉任永昌刘凯和炜张昂昂娄占涛朱仁波
Owner ZHENGZHOU UNIV
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