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Novel pre-stressed concrete pipe pile

A concrete pipe pile and prestressing technology, which is applied in the direction of sheet pile walls, buildings, and foundation structure engineering, can solve the problems of complex formwork making and pipe piles not being considered, so as to increase the compression and pullout resistance and improve the friction force effect

Inactive Publication Date: 2011-06-01
杨红旵
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the prestressed concrete pipe pile of this patented technical solution has the following defects: one is that it only considers the shape of the pipe pile and does not consider that such a structure is not applicable to all internal structures of pipe piles; the other is that the formwork is relatively complicated to make

Method used

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  • Novel pre-stressed concrete pipe pile

Examples

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Effect test

Embodiment 1

[0022] Embodiment 1: A new type of prestressed concrete pipe pile, the pipe pile has an equivalent diameter of 500 mm, including a pipe wall 3 surrounded by an inner surface 1 and an outer surface 2, the inner surface 1 is circular, and the outer surface 2 is evenly surrounded Eleven axially extending radial protruding teeth 6 are distributed, and the pipe wall 3 is provided with a reinforcement skeleton composed of eleven axial reinforcement bars 4 and eleven transverse stirrup bars 5 arranged side by side along the axial reinforcement bars 4 , the axial steel bar 4 is set on the radial center line of the radial convex teeth 6, the surface between the radial convex teeth 6 is a plane, viewed from the cross section, the radial convex teeth 6 are isosceles trapezoidal, the radial convex teeth The plane between the teeth 6 is a straight line, the outer surface 2 is uniformly provided with a continuous outer annular groove 7 along the axial direction, and the inner surface 1 is pr...

Embodiment 2

[0023] Embodiment 2: A new type of prestressed concrete pipe pile, the equivalent diameter of the pipe pile is 600mm, including the pipe wall 3 surrounded by the inner surface 1 and the outer surface 2, the inner surface 1 is a regular octagon, and the outer surface 2 is uniform Thirteen axially extending radial protruding teeth 6 are arranged in a surrounding distribution, and the steel bar composed of thirteen axial steel bars 4 and thirteen transverse stirrups 5 arranged side by side along the axial steel bar 4 is arranged in the pipe wall 3 Skeleton, the axial reinforcement 4 is set on the radial center line of the radial convex teeth 6, the surface between the radial convex teeth 6 is a plane, viewed from the cross section, the radial convex teeth 6 are isosceles trapezoidal, the radial The plane between the protruding teeth 6 is a straight line, the outer surface 2 is uniformly provided with a continuous outer annular groove 7 along the axial direction, and the inner surf...

Embodiment 3

[0024] Embodiment 3: A new type of prestressed concrete pipe pile, the equivalent diameter of the pipe pile is 800mm, including the pipe wall 3 surrounded by the inner surface 1 and the outer surface 2, the inner surface 1 is a regular hexagon, and the outer surface 2 Fifteen axially extending radial protruding teeth 6 are evenly distributed around, and the pipe wall 3 is provided with fifteen axial steel bars 4 and fifteen transverse stirrups 5 arranged side by side along the axial steel bars 4 The steel bar skeleton, the axial steel bars 4 are arranged on the radial center line of the radial convex teeth 6, the surface between the radial convex teeth 6 is a plane, and viewed from the cross section, the radial convex teeth 6 are isosceles trapezoidal, The plane between the radial protruding teeth 6 is a straight line, the outer surface 2 is uniformly provided with continuous outer annular ribs 10 along the axial direction, and the inner surface 1 is provided with intermittent ...

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Abstract

The invention discloses a novel pre-stressed concrete pipe pile. The novel pre-stressed concrete pipe pile comprises a pipe wall enclosed by an inner surface and an outer surface, wherein a framework of steel reinforcement formed by axial reinforcing steel bars and a plurality of transverse stirrups which are arranged in parallel along the axial reinforcing steel bars is arranged in the pipe wall. The novel pre-stressed concrete pipe pile is characterized in that: at least six convex teeth which are axially extended are regularly distributed around the outer surface; the surfaces among the convex teeth are planes; the quantity of the axial reinforcing steel bars is equal to that of the convex teeth; and the convex teeth are of isosceles trapezoids and connecting lines among the convex teeth are straight lines when the convex teeth are observed from the cross-section. The novel pre-stressed concrete pipe pile has the advantages that: all surfaces on the outer surface are planes; and the pipe pile can be conveniently manufactured by utilizing a plane template when the area of the outer surface of the pipe pile is improved.

Description

technical field [0001] The invention relates to a construction pipe pile, in particular to a novel prestressed concrete pipe pile. Background technique [0002] In order to improve the bearing capacity of the foundation of high-rise buildings and ensure the safety of buildings, prestressed concrete pipe piles are widely used in foundation engineering. The shape of traditional concrete pipe piles is circular, but the disadvantage of this kind of pipe piles is that the friction force between them and the soil is small. To meet the larger bearing capacity, it is often necessary to increase the length of pipe piles or the number of pipe piles. And this will increase the cost of the whole pile foundation project. In order to improve the friction between the pipe pile and the soil, people have made many improvements to the existing concrete pipe pile, such as the 200820160572.6 Chinese Invention Patent Specification issued on August 5, 2009, which discloses a prestressed The con...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/58E02D5/30
Inventor 杨红旵
Owner 杨红旵
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