CN102691295A - Spike tooth concrete tubular pile and construction method thereof - Google Patents

Spike tooth concrete tubular pile and construction method thereof Download PDF

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Publication number
CN102691295A
CN102691295A CN2012101709641A CN201210170964A CN102691295A CN 102691295 A CN102691295 A CN 102691295A CN 2012101709641 A CN2012101709641 A CN 2012101709641A CN 201210170964 A CN201210170964 A CN 201210170964A CN 102691295 A CN102691295 A CN 102691295A
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China
Prior art keywords
pile
concrete tubular
tooth
tubular pile
spike
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Pending
Application number
CN2012101709641A
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Chinese (zh)
Inventor
张永忠
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Individual
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Individual
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Publication date
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Priority to CN2012101709641A priority Critical patent/CN102691295A/en
Publication of CN102691295A publication Critical patent/CN102691295A/en
Pending legal-status Critical Current

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Abstract

The invention relates to a spike tooth concrete tubular pile for a building foundation and a construction method of the spike tooth concrete tubular pile. A plurality of square holes are formed in the pile body of a concrete tubular pile; spike teeth are plugged into the square holes before pile sinking; the sections of the spike teeth are square; an end cap is arranged at one end of each spike tooth; the end surface at the other end of the spike tooth is inclined; a steel pipe, of which the lower end is provided with a cone end socket, is placed in the concrete tubular pile after pile sinking; the spike teeth can be injected into a soil body by hammering the upper end of the steel pipe; and then concrete is poured into the concrete tubular pile. According to the invention, the spike teeth are placed in the pile body before pile sinking and are injected into the soil body after pile sinking, so that the friction force between the pile body and the geologic soil body on the condition that the pile sinking difficulty is not increased, that is, the bearing capacity of the pile is increased.

Description

Fourth tooth concrete tubular pile and job practices thereof
One, technical field
The present invention relates to a kind of concrete tubular pile and job practices thereof, fourth tooth concrete tubular pile and job practices thereof that particularly a kind of building foundation is used.
Two, background technology:
Building foundation is as the concrete tubular pile of supporting usefulness; All using hammering, static pressure or vibration that concrete tubular pile is driven underground, do not go into the pipe stake, is to lean on the frictional force of pile tube wall and geology soil to support building as holding power; Improve stake and will improve the bearing capacity of stake with the native frictional force of geology; But the frictional force that improves stake and geology soil can or add the toothing bank do coarse of stake surface, so will make pile sinking difficult.
Three, summary of the invention:
The present invention overcomes above shortcoming, and a kind of fourth tooth concrete tubular pile and job practices thereof are provided.
The present invention realizes through following technical scheme:
A kind of fourth tooth concrete tubular pile and job practices thereof, the concrete tubular pile pile body is provided with several square holes, in square hole, fills in the fourth tooth before the pile sinking; Fourth tooth cross section is a square, and fourth tooth one end is provided with end cap, other end end slope; The steel pipe that behind the pile sinking lower end is had a cone termination is put into concrete tubular pile; The upper end of hammering steel pipe can be with in the fourth toothed portion injection soil body, and penetration concrete gets final product in concrete tubular pile thereafter.
The present invention has following characteristics:
The present invention inserts pile body with the fourth tooth before adopting pile sinking, again with the fourth toothed portion injection soil body, so, under the situation that does not increase the pile sinking difficulty, has increased the frictional force of pile body and geology soil behind the pile sinking, has promptly increased the bearing capacity of stake.
Four, description of drawings:
Below in conjunction with accompanying drawing the present invention is further described:
Accompanying drawing 1 is the sectional view of fourth tooth of the present invention in pile body.
Accompanying drawing 2 is the sectional view of part fourth tooth of the present invention outside pile body.
Among the figure: 1, steel pipe, 2, concrete tubular pile, 3, the cone termination, 4, the fourth tooth, 5, end cap, 6, the pile tube cap, 7, square hole.
Five, the specific embodiment:
Accompanying drawing 1 is a kind of specific embodiment of the present invention, and this embodiment concrete tubular pile 1 pile body is provided with several square holes 7, in square hole, fills in fourth tooth 4 before the pile sinking; Fourth tooth cross section is a square, and fourth tooth one end is provided with end cap 5, other end end slope; The steel pipe 1 that behind the pile sinking lower end is had a cone termination 3 is put into concrete tubular pile, and the upper end of hammering steel pipe can be with in the fourth toothed portion injection soil body; Propose steel pipe, penetration concrete gets final product in concrete tubular pile.

Claims (1)

1. fourth tooth concrete tubular pile and job practices thereof, it is characterized in that: concrete tubular pile (1) pile body is provided with several square holes (7), in square hole, fills in fourth tooth (4) before the pile sinking; Fourth tooth cross section is a square; Fourth tooth one end is provided with end cap (5), other end end slope, and the steel pipe (1) that behind the pile sinking lower end is had cone termination (3) is put into concrete tubular pile; The upper end of hammering steel pipe; Can propose steel pipe with in the fourth toothed portion injection soil body, penetration concrete gets final product in concrete tubular pile.
CN2012101709641A 2012-05-30 2012-05-30 Spike tooth concrete tubular pile and construction method thereof Pending CN102691295A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012101709641A CN102691295A (en) 2012-05-30 2012-05-30 Spike tooth concrete tubular pile and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012101709641A CN102691295A (en) 2012-05-30 2012-05-30 Spike tooth concrete tubular pile and construction method thereof

Publications (1)

Publication Number Publication Date
CN102691295A true CN102691295A (en) 2012-09-26

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012101709641A Pending CN102691295A (en) 2012-05-30 2012-05-30 Spike tooth concrete tubular pile and construction method thereof

Country Status (1)

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CN (1) CN102691295A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103437347A (en) * 2013-07-18 2013-12-11 杭州博数土木工程技术有限公司 Steel pipe branch pile and construction method
CN105002921A (en) * 2015-07-22 2015-10-28 国家电网公司 Steel pipe pole for electric transmission line
CN105002922A (en) * 2015-07-22 2015-10-28 国家电网公司 Pile type precast foundation for steel pipe pole
CN106087976A (en) * 2016-08-01 2016-11-09 三峡大学 A kind of prefabricated friction pile of new concrete and pile sinking process

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2398333Y (en) * 1999-11-02 2000-09-27 刘次西 Pile body containing thorn pile
CN2828142Y (en) * 2005-07-22 2006-10-18 张文巨 Wolf tooth bar building pile

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2398333Y (en) * 1999-11-02 2000-09-27 刘次西 Pile body containing thorn pile
CN2828142Y (en) * 2005-07-22 2006-10-18 张文巨 Wolf tooth bar building pile

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103437347A (en) * 2013-07-18 2013-12-11 杭州博数土木工程技术有限公司 Steel pipe branch pile and construction method
CN103437347B (en) * 2013-07-18 2016-06-29 浙江中隧桥波形钢腹板有限公司 Steel pipe branch pile and construction method
CN105002921A (en) * 2015-07-22 2015-10-28 国家电网公司 Steel pipe pole for electric transmission line
CN105002922A (en) * 2015-07-22 2015-10-28 国家电网公司 Pile type precast foundation for steel pipe pole
CN106087976A (en) * 2016-08-01 2016-11-09 三峡大学 A kind of prefabricated friction pile of new concrete and pile sinking process
CN106087976B (en) * 2016-08-01 2018-01-05 三峡大学 A kind of concrete prefabricated friction pile and pile sinking process

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Application publication date: 20120926