CN108589705A - Casing cast-in-place concrete pile - Google Patents
Casing cast-in-place concrete pile Download PDFInfo
- 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
- Authority
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
Landscapes
- 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
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.
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)
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 |
-
2018
- 2018-04-25 CN CN201810376454.7A patent/CN108589705A/en active Pending
Patent Citations (5)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5990214B2 (en) | Reinforcement method of hole wall in construction method of cast-in-place concrete pile. | |
CN104563118B (en) | The pre-poured built pile construction method of full-sleeve vibration soil taking | |
JP6413469B2 (en) | Pile foundation and pile foundation construction method | |
KR20110041391A (en) | Pile structure | |
KR100618597B1 (en) | Cast in place concrete pile using vibro magnetic shovel hammer, and the construction method of this | |
JP2013164103A (en) | Embedded pipe structure and method for constructing embedded pipe structure | |
KR100628511B1 (en) | External reinforcement reverse circulation drill method | |
CN108589705A (en) | Casing cast-in-place concrete pile | |
JP6301769B2 (en) | Deep foundation method | |
JP5075090B2 (en) | Cast-in-place pile construction method and cast-in-place pile | |
CN101173515A (en) | Steel pipe pile foundation built by planting steel stick and building method thereof | |
CN103790162B (en) | Synchronous mode steel sheet pile stake holes filling device | |
JP6636781B2 (en) | Caisson construction method | |
JP5075093B2 (en) | Construction method and foundation structure of foundation structure in structure | |
RU180606U1 (en) | BORED PILES | |
CN210086498U (en) | Fill wall lacing bar built-in fitting in shear force wall | |
JP2001234531A (en) | Steel pipe pile filled with soil cement and method for building the same | |
JPH09324422A (en) | Cast-in-place compound pile and building method therefor | |
JP6616180B2 (en) | Construction method of foundation pile with reinforced pile head | |
JP5300163B1 (en) | Steel pile rooting method | |
KR101135652B1 (en) | Pulling method of pile | |
JP6634251B2 (en) | Pile foundation structure, ready-made pile burying device, method of constructing pile foundation structure using said ready-made pile burying device | |
CN203905025U (en) | Foundation pit supporting wall with special-shaped reinforced concrete and cement soil separately arranged | |
JP2014156698A (en) | Foundation reinforcement method and reinforcement structure | |
RU2535556C1 (en) | Pile and its erection method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180928 |
|
WD01 | Invention patent application deemed withdrawn after publication |