High-strength concrete prefabricated pile doped with fiber-reinforced plastic bar

A fiber-reinforced plastic and high-strength concrete technology, which is applied in sheet pile walls, buildings, infrastructure engineering, etc. General performance and other problems, to achieve the effect of low density, excellent fatigue resistance, strong corrosion resistance

Active Publication Date: 2012-03-21
JIANHUA CONSTR MATERIALS (JIANGSU) CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Recently, pipe piles have been applied to some civil engineering fields such as housing construction excavation, municipal engineering excavation, underground building excavation, etc., but the horizontal flexural bearing capacity of prestressed concrete pipe piles produced by existing production methods General, high brittleness, average pullout resistance, difficult to meet the requirements of some engineering design and actual use in terms of bending resistance and pullout resistance

Method used

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  • High-strength concrete prefabricated pile doped with fiber-reinforced plastic bar
  • High-strength concrete prefabricated pile doped with fiber-reinforced plastic bar
  • High-strength concrete prefabricated pile doped with fiber-reinforced plastic bar

Examples

Experimental program
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Effect test

Embodiment 1

[0047] Such as Figures 1 to 4As shown, a high-strength concrete prefabricated pile mixed with fiber-reinforced plastic bars is specifically a hollow circular pile, including a pile body 1, an end plate 2, a pile hoop 3, a steel cage skeleton 5, and a fiber-reinforced plastic cage skeleton 6, Concrete 4; the cross-section of described reinforcement cage skeleton 5 is circular, and described reinforcement cage skeleton 5 is made up of prestressed steel bar 51 and stirrup 52, is provided with by concrete perfusion outside described reinforcement cage skeleton 5 A high-strength concrete pile body 1 that is formed and combined with a steel cage skeleton. The pile body 1 is circular, and the pile body 1 contains concrete 4, a steel cage skeleton 5 and a fiber-reinforced plastic reinforcement skeleton 6. The fiber The cross-section of the reinforced plastic cage frame 6 is circular, and the fiber reinforced plastic cage frame 6 is composed of fiber reinforced plastic ribs 61 and fib...

Embodiment 2

[0049] Such as Figures 5 to 8 As shown, a high-strength concrete prefabricated pile mixed with fiber-reinforced plastic bars is specifically a hollow circular pile, including a pile body 1, an end plate 2, a pile hoop 3, a steel cage skeleton 5, fiber-reinforced plastic bars 6, and concrete 4 The cross-section of the described reinforcement cage skeleton 5 is circular, and the described reinforcement cage skeleton 5 is made up of prestressed steel bars 51 and stirrup bars 52, and is provided with and formed by concrete perfusion outside the described reinforcement cage skeleton 5. A high-strength concrete pile body 1 integrated with a steel cage skeleton, the pile body 1 is circular, and the pile body 1 contains concrete 4, a steel cage skeleton 5 and a fiber-reinforced plastic bar 6, and the fiber-reinforced plastic bar 6 rings are arranged between adjacent prestressed steel bars 51; the diameter of the fiber reinforced plastic bars 6 is greater than the diameter of the pres...

Embodiment 3

[0051] Such as Figures 9 to 12 As shown, a high-strength concrete prefabricated pile mixed with fiber-reinforced plastic bars is specifically a hollow square pile, which is characterized in that it includes a pile body 1, an end plate 2, a pile hoop 3, a steel cage skeleton 5, and a fiber-reinforced plastic bar 6. Concrete 4; the cross section of the described reinforcement cage skeleton 5 is square, and the described reinforcement cage skeleton 5 is made up of prestressed steel bar 51 and stirrup 52, is provided with by concrete pouring outside described reinforcement cage skeleton 5 A high-strength concrete pile body 1 combined with a steel cage skeleton, the pile body 1 is square, and the pile body 1 contains concrete 4, steel cage skeleton 5 and fiber-reinforced plastic bars 6, and the fiber-reinforced plastic bars 6 squares are arranged between adjacent prestressed steel bars 51; the diameter of the fiber reinforced plastic bars 6 is greater than the diameter of the pres...

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Abstract

The invention discloses a high-strength concrete prefabricated pile doped with a fiber-reinforced plastic bar, which comprises a steel reinforcement cage framework. The high-strength concrete prefabricated pile is characterized in the fiber-reinforced plastic bar is arranged in the steel reinforcement cage framework; end plates are respectively arranged at two ends of the steel reinforcement cage framework; concrete is cast on the steel reinforcement cage framework and the fiber-reinforced plastic bar, so that the steel reinforcement cage framework, the fiber-reinforced plastic bar and the end plates are integrated; and a central round hole penetrating through the whole pipe body is formed in the middle of the integrated pile body. The invention aims at overcoming the defects in the prior art and providing the high-strength concrete prefabricated pile doped with the fiber-reinforced plastic bar, which has the advantages of favorable horizontal bending resistant bearing capacity, high pullout-resistant bearing capacity, high single-pile vertical bearing capacity, strong anti-seismic capability and suitability for projects having higher requirements for bending resistance and pullout resistance.

Description

technical field [0001] The invention relates to a high-strength concrete prefabricated pile mixed with fiber-reinforced plastic bars. Background technique [0002] With the improvement of the importance of modern buildings and the continuous increase of building height, higher requirements are put forward for the bearing capacity of the foundation. The natural foundation can no longer bear the load from the upper building. At present, reinforced concrete is used as the The foundation piles of the foundation are formed by pressing the piles into the ground with a pile driver to allow the upper part of the foundation piles to carry the building. Among them, the stress concrete pile is more prominent, and is widely used in the construction of buildings, roads, docks and other foundation projects due to its superior performance. The structure of prestressed concrete prefabricated piles produced and sold on the market is mainly composed of a prestressed steel cage skeleton, two ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/30
Inventor 苟德胜陈巧
Owner JIANHUA CONSTR MATERIALS (JIANGSU) CO LTD
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