CN108589705A - Casing cast-in-place concrete pile - Google Patents

Casing cast-in-place concrete pile Download PDF

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Publication number
CN108589705A
CN108589705A CN201810376454.7A CN201810376454A CN108589705A CN 108589705 A CN108589705 A CN 108589705A CN 201810376454 A CN201810376454 A CN 201810376454A CN 108589705 A CN108589705 A CN 108589705A
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CN
China
Prior art keywords
casing
cast
place concrete
concrete pile
button
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201810376454.7A
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Chinese (zh)
Inventor
李相峰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201810376454.7A priority Critical patent/CN108589705A/en
Publication of CN108589705A publication Critical patent/CN108589705A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

A kind of casing cast-in-place concrete pile, the manufacturing process of described sleeve pipe cast-in-place concrete pile:Sink to casing, to fetching earth in casing while sinking to casing, proposes casing after reaching depth, the concrete added with retardation water reducing agent is poured while proposing casing, the cross steel that rear and front end is respectively welded button of shaking hands is sunk in cast-in-place concrete pile again, completes a cast-in-place concrete pile;In the rear end of this cast-in-place concrete pile, the casing that front end is welded with button of shaking hands is sunk to, so that the button of shaking hands of casing is shaken hands in the button of shaking hands of previous cast-in-place concrete pile cross steel during sinking to casing, completes another cast-in-place concrete pile.

Description

Casing cast-in-place concrete pile
Technical field
This application involves a kind of cast-in-place concrete pile, especially a kind of casing cast-in-place concrete pile.
Background technology
Casing cast-in-place concrete pile is will to cover effective immersed tube equipment to sink to underground, will be covered with the equipment that fetches earth in sinking watching Soil in pipe takes out, and gradually takes out casing during casting concrete, is manufactured into cast-in-place concrete pile.The prior art Every cast-in-place concrete pile can not be accurately engaged by casing cast-in-place concrete pile.
Invention content
This application provides a kind of casing cast-in-place concrete piles being mutually accurately engaged.
The application is achieved by the following technical solution:
The cross steel of a kind of casing cast-in-place concrete pile, described sleeve pipe cast-in-place concrete pile is welded by stringer board and transverse slat right-angled intersection It forms, the rear and front end of cross steel stringer board is respectively welded button of shaking hands, and the front end of casing is welded with button of shaking hands.
The manufacturing process of described sleeve pipe cast-in-place concrete pile:Casing is sunk to, to being carried out in casing while sinking to casing It fetches earth, casing is proposed after reaching depth, the concrete added with retardation water reducing agent is poured while proposing casing, then in concrete The cross steel that rear and front end is respectively welded button of shaking hands is sunk in bored concrete pile, completes a cast-in-place concrete pile.
In the rear end of this cast-in-place concrete pile, the casing that front end is welded with button of shaking hands is sunk to, during sinking to casing The button of shaking hands of casing is set to shake hands in the button of shaking hands of previous cast-in-place concrete pile cross steel, repeating the preceding paragraph, " sinking sleeve takes Soil carries casing, casting concrete, heavy cross steel " the course of work, this cross steel front end is made during sinking to cross steel Button of shaking hands is shaken hands in the button of shaking hands of previous cross steel, and another cast-in-place concrete pile is completed.
The application has the advantages that:
Every bored concrete pile of the casing cast-in-place concrete pile of the application is accurately interlocked.
Description of the drawings
The application is further described below in conjunction with the accompanying drawings:
Fig. 1 is the sectional view of the application multiple cast-in-place concrete piles and casing;
In figure:It shakes hands button 1. casing, 2., 3. cross steels, 4. cast-in-place concrete piles.
Specific implementation mode
Attached drawing is the embodiment of the present invention, and the cross steel 3 of the embodiment is welded by stringer board and transverse slat right-angled intersection, ten The rear and front end of word steel stringer board is respectively welded button 2 of shaking hands, and the front end of casing 1 is welded with button 2 of shaking hands.
The manufacturing process of described sleeve pipe cast-in-place concrete pile:Casing is sunk to, to being carried out in casing while sinking to casing It fetches earth, casing is proposed after reaching depth, the concrete added with retardation water reducing agent is poured while proposing casing, then in concrete The cross steel that rear and front end is respectively welded button of shaking hands is sunk in bored concrete pile, completes a cast-in-place concrete pile.
In the rear end of this cast-in-place concrete pile, the casing that front end is welded with button of shaking hands is sunk to, during sinking to casing So that the button of shaking hands of casing is shaken hands in the button of shaking hands of previous cast-in-place concrete pile cross steel, repeats described in the preceding paragraph word The course of work of " sinking sleeve fetches earth, carries casing, casting concrete, heavy cross steel ", make during sinking to cross steel this ten The button of shaking hands of word steel front end is shaken hands in the button of shaking hands of previous cross steel, and another cast-in-place concrete pile is completed.
More cast-in-place concrete piles are completed according to above procedure, every bored concrete pile is formed and is accurately interlocked.

Claims (1)

1. a kind of casing cast-in-place concrete pile, the cross steel of described sleeve pipe cast-in-place concrete pile(3)It is handed over by stringer board and transverse slat cross Fork is welded, and the rear and front end of cross steel stringer board is respectively welded button of shaking hands(2), casing(1)Front end be welded with button of shaking hands (2);It is characterized in that:
The manufacturing process of described sleeve pipe cast-in-place concrete pile:Casing is sunk to, to fetching earth in casing while sinking to casing, Casing is proposed after reaching depth, the concrete added with retardation water reducing agent is poured while proposing casing, then in filling concrete The cross steel that rear and front end is respectively welded button of shaking hands is sunk in stake, completes a cast-in-place concrete pile;
In the rear end of this cast-in-place concrete pile, the casing that front end is welded with button of shaking hands is sunk to, makes set during sinking to casing The button of shaking hands of pipe is shaken hands in the button of shaking hands of previous cast-in-place concrete pile cross steel, and it is " heavy described in the preceding paragraph word to repeat Casing fetches earth, carries casing, casting concrete, heavy cross steel " the course of work, this cross is made during sinking to cross steel The button of shaking hands of steel front end is shaken hands in the button of shaking hands of previous cross steel, and another cast-in-place concrete pile is completed.
CN201810376454.7A 2018-04-25 2018-04-25 Casing cast-in-place concrete pile Pending CN108589705A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810376454.7A CN108589705A (en) 2018-04-25 2018-04-25 Casing cast-in-place concrete pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810376454.7A CN108589705A (en) 2018-04-25 2018-04-25 Casing cast-in-place concrete pile

Publications (1)

Publication Number Publication Date
CN108589705A true CN108589705A (en) 2018-09-28

Family

ID=63609544

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810376454.7A Pending CN108589705A (en) 2018-04-25 2018-04-25 Casing cast-in-place concrete pile

Country Status (1)

Country Link
CN (1) CN108589705A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101871214A (en) * 2009-09-11 2010-10-27 朱奎 Foundation pit support and construction method for cement mixing pile inserted with Y type precast pile
KR20110034255A (en) * 2009-09-28 2011-04-05 이현숙 The retaining wall using circular phc pile with catch pit which is had and construction method using thereby
KR20150033870A (en) * 2013-09-25 2015-04-02 (주)힐건설 Precast concrete pile for retaining wall and construction method of retaining wall using the same
CN104631470A (en) * 2014-12-26 2015-05-20 合肥建工集团有限公司 Deep foundation pit combination retaining and protecting construction method for geology with high water level and large particle size sand gravel
CN107059881A (en) * 2017-04-12 2017-08-18 广东省基础工程集团有限公司 The foundation pit supporting method that a kind of campshed is combined with steel sheet pile

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101871214A (en) * 2009-09-11 2010-10-27 朱奎 Foundation pit support and construction method for cement mixing pile inserted with Y type precast pile
KR20110034255A (en) * 2009-09-28 2011-04-05 이현숙 The retaining wall using circular phc pile with catch pit which is had and construction method using thereby
KR20150033870A (en) * 2013-09-25 2015-04-02 (주)힐건설 Precast concrete pile for retaining wall and construction method of retaining wall using the same
CN104631470A (en) * 2014-12-26 2015-05-20 合肥建工集团有限公司 Deep foundation pit combination retaining and protecting construction method for geology with high water level and large particle size sand gravel
CN107059881A (en) * 2017-04-12 2017-08-18 广东省基础工程集团有限公司 The foundation pit supporting method that a kind of campshed is combined with steel sheet pile

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Application publication date: 20180928

WD01 Invention patent application deemed withdrawn after publication