KR20100092290A - Guider for concrete file - Google Patents
Guider for concrete file Download PDFInfo
- Publication number
- KR20100092290A KR20100092290A KR1020090011586A KR20090011586A KR20100092290A KR 20100092290 A KR20100092290 A KR 20100092290A KR 1020090011586 A KR1020090011586 A KR 1020090011586A KR 20090011586 A KR20090011586 A KR 20090011586A KR 20100092290 A KR20100092290 A KR 20100092290A
- Authority
- KR
- South Korea
- Prior art keywords
- pile
- fastening
- fastening bands
- concrete
- bands
- Prior art date
Links
- 238000000034 method Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
-
- 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
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
-
- 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
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
- E02D5/526—Connection means between pile segments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
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
Description
The present invention relates to a guide device for connecting concrete piles to be placed in the ground to reinforce the soft ground, more specifically, to easily align the upper pile on the lower pile when further connecting the other concrete pile on the upper side of the lower concrete pile It relates to a guide device for connecting concrete piles.
Concrete piles are used to firmly support civil and structural loads by embedding concrete piles to reach a solid foundation (rock layer) to firmly build civil structures or structures built on soft ground.
As described above, the concrete pile has a steel wire embedded therein at predetermined intervals so as to transmit the weight of the building to the ground so that civil works and buildings can be safely constructed on the soft ground. Therefore, the concrete pile is usually constructed by hitting or embedding the concrete pile to the rock layer in the ground after the foundation trench.
The concrete pile used for the purpose as described above is manufactured in a certain length of the pile due to the limitation of the loading length during transportation, and in use, by further connecting the other pile to the concrete pile having a certain length. In other words, the concrete pile is connected vertically to another pile on the pile hitting the ground, and the joints of the two piles are welded to each other.
However, when the two concrete piles are connected when the axis of the upper concrete pile does not coincide with the axis of the lower concrete pile, the outer diameters of the two piles are connected to each other so that the upper pile is properly aligned with the lower pile.
For example, in the work site, as shown in Figure 1 using the crane lifts the upper concrete pile (F2) and placed vertically on the lower pile (F1) after welding the joints of the two piles, but before welding To align the outer diameter of the two piles, the worker pushes the concrete pile suspended in the air to the shoulder to align the outer diameter of the lower pile F1 and the outer diameter of the upper pile F2. While the worker's pile is being pushed down, the crane must be lowered to seat the upper pile on the lower pile.
Recently, in order to easily connect concrete piles, when manufacturing concrete piles, grooves are symmetrically provided at the connection portions of the two piles, and when connecting the piles, a technique of connecting two piles by inserting jig pieces at both grooves has also been disclosed. However, since the groove portion as described above is not provided in the general-purpose concrete pile, and the groove portion cannot be provided in the cured concrete pile, it cannot be employed in the general-purpose concrete pile and there is little effectiveness.
Therefore, the most common connection method for connecting a general-purpose concrete pile, even though the connection method by welding is still commonly used to date, as described above, the problem has not been solved until now.
An object of the present invention was invented to improve the problems as described above, to provide a guide device for connecting files for easy and secure alignment of the upper file to the lower file in further connecting the other file to the upper part of the lower file. have.
The problem of the guide device for concrete pile connection according to the present invention,
In order to further connect the upper concrete pile to the lower concrete pile embedded in the ground to support the load of civil engineering or building that is built on the soft ground, a pair of split to be attached and detached around the upper circumferential surface of the lower concrete pile A fastening band and a hinge part for deploying two fastening bands are attached to one side of the interface where the two fastening bands contact each other, and the other boundary face binds or fastens the two fastening bands so that the two fastening bands closely adhere to the circumference of the lower pile. A fastening housing having a fastening unit for disengaging the door;
Attached to the pair of fastening bands, respectively, can be achieved by the configuration of the guide blade having a funnel shape so that the lower end of the upper pile moves in the axial direction of the lower pile when the upper pile is lowered.
According to the present invention, the guide device for connecting the pile is mounted on the upper portion of the lower concrete pile and then lowering the upper concrete pile on the lower concrete pile, the lower end of the upper pile is moved toward the center of the lower pile by the guide blade of the funnel shape The outer diameter of the upper pile is aligned with the outer diameter of the lower pile.
When the upper pile is seated on the lower pile, remove the guide for connecting the pile from the lower pile and weld the joints of the upper and lower concrete piles to connect the two piles.
Therefore, in the present invention, in aligning the upper file onto the lower file by the crane, the operator can easily and easily align the file without physically aligning the file.
Hereinafter, with reference to the accompanying drawings, a guide device for file connection according to the present invention will be described in detail.
2 to 4b, Figure 2 is a perspective view illustrating a hinge portion of the concrete pile connection guide device according to the present invention, Figure 3 is a perspective view illustrating an installation example of the guide device for concrete pile connection according to the present invention. 4A and 4B are cross-sectional views illustrating before and after alignment of a pile by a guide device for connecting a concrete pile according to the present invention.
The
The
The
In the present invention, it is exemplified by employing a well-known band-type fastening unit (test device), and can be replaced by a well-known clasp holder having a different configuration.
The
Guide device for concrete pile connection of the present invention configured as described above is assembled to the upper portion of the lower concrete pile by the binding portion, and then slowly lowers the upper pile using a crane (not shown in the drawing) to the upper portion of the lower pile. If so, the lower end of the upper pile can be moved toward the center along the inclined surface of the guide vane so that the upper pile can be easily aligned on the lower pile.
1 is a conceptual diagram illustrating the construction of a conventional concrete pile,
Figure 2 is a perspective view illustrating the hinge portion of the guide device for connecting a concrete file according to the present invention,
3 is a perspective view illustrating an installation example of a guide device for connecting a concrete file according to the present invention;
Figures 4a and 4b is a cross-sectional view illustrating before and after the alignment of the file by the guide device for connecting the invention invention invention file.
<Description of the symbols for the main parts of the drawings>
10: guide device for
20: fastening housing 22: hinge portion
23: binding
23b: locker 24: guide part
24a, 24b:
F1: Lower file F2: Upper file
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020090011586A KR20100092290A (en) | 2009-02-12 | 2009-02-12 | Guider for concrete file |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020090011586A KR20100092290A (en) | 2009-02-12 | 2009-02-12 | Guider for concrete file |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20100092290A true KR20100092290A (en) | 2010-08-20 |
Family
ID=42757200
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020090011586A KR20100092290A (en) | 2009-02-12 | 2009-02-12 | Guider for concrete file |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20100092290A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101316905B1 (en) * | 2012-10-08 | 2013-10-11 | 최성희 | Coupling apparatus of pile |
KR101318937B1 (en) * | 2013-01-21 | 2013-10-17 | 최성희 | Coupling apparatus of pile |
KR20190023823A (en) | 2017-08-30 | 2019-03-08 | 주식회사 하림엔지니어링 | Safety support apparatus for pile connecting using joint and bolt |
CN111206567A (en) * | 2020-01-20 | 2020-05-29 | 宁波市建筑设计研究院有限公司 | Construction method of steel pipe pile in combined pile based on PC construction method |
CN111794210A (en) * | 2020-07-17 | 2020-10-20 | 钱昌杰 | Precast concrete pipe pile construction process |
CN112962589A (en) * | 2021-02-01 | 2021-06-15 | 许昌学院 | Pile splicing device for existing CFG piles of foundation |
-
2009
- 2009-02-12 KR KR1020090011586A patent/KR20100092290A/en active IP Right Grant
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101316905B1 (en) * | 2012-10-08 | 2013-10-11 | 최성희 | Coupling apparatus of pile |
KR101318937B1 (en) * | 2013-01-21 | 2013-10-17 | 최성희 | Coupling apparatus of pile |
WO2014112738A1 (en) * | 2013-01-21 | 2014-07-24 | Choi Seong Hee | Post connector |
KR20190023823A (en) | 2017-08-30 | 2019-03-08 | 주식회사 하림엔지니어링 | Safety support apparatus for pile connecting using joint and bolt |
CN111206567A (en) * | 2020-01-20 | 2020-05-29 | 宁波市建筑设计研究院有限公司 | Construction method of steel pipe pile in combined pile based on PC construction method |
CN111794210A (en) * | 2020-07-17 | 2020-10-20 | 钱昌杰 | Precast concrete pipe pile construction process |
CN112962589A (en) * | 2021-02-01 | 2021-06-15 | 许昌学院 | Pile splicing device for existing CFG piles of foundation |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR20100092290A (en) | Guider for concrete file | |
JP5536788B2 (en) | Lifting device and lifting method for concrete member | |
EP3877590B1 (en) | Pile joint | |
JP7095997B2 (en) | How to join concrete members | |
CN104343115B (en) | A kind of pile foundation pile crown entirety abolishes structures and methods | |
KR101168167B1 (en) | A reinforcement structure of a concrete pile head and its executing procedure | |
JP4753426B2 (en) | Steel pipe joints | |
US10563369B2 (en) | High strength jet anchor | |
JP2017179926A (en) | CONSTRUCTION METHOD OF FLOOR SLAB AND JOINT STRUCTURE OF PCa FLOOR SLAB | |
WO2009055213A2 (en) | Drill pipe elevators and methods of moving drill pipe | |
KR101441400B1 (en) | Reinfocing method using pile for old and new foundation of structure | |
KR20160101622A (en) | Method for Constructing the Basement Pile | |
CN112252589A (en) | Steel reinforcement cage structure and installation method thereof | |
KR101118616B1 (en) | The auto clamp for attachable and removable to pile using construction | |
KR20200113941A (en) | Concrete pile lifting structure | |
KR102292664B1 (en) | Acupressure type soil nail with selective extension direction of anchoring wing | |
KR102051471B1 (en) | pile jointing method using Safety support apparatus | |
JP4437234B2 (en) | Method of burying ready-made piles | |
JP2019002195A (en) | Pile catcher and pile extraction method using the same | |
WO2002016737A1 (en) | Corrosion-proof sheet installing device and installing method | |
KR100704167B1 (en) | Joint cap of concrete pile | |
JP4402543B2 (en) | A guide jig for alignment and a method of longitudinal joining of piles using them. | |
KR101640139B1 (en) | Method for constructing the foundation of steel tower and linker for ring irons | |
KR102429813B1 (en) | Pile connection assistance apparatus | |
KR20200008187A (en) | guide band for pile range & method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
E701 | Decision to grant or registration of patent right | ||
NORF | Unpaid initial registration fee |