KR20120025945A - Reinforcement assembly of concrete file and building foundation - Google Patents
Reinforcement assembly of concrete file and building foundation Download PDFInfo
- Publication number
- KR20120025945A KR20120025945A KR1020100088159A KR20100088159A KR20120025945A KR 20120025945 A KR20120025945 A KR 20120025945A KR 1020100088159 A KR1020100088159 A KR 1020100088159A KR 20100088159 A KR20100088159 A KR 20100088159A KR 20120025945 A KR20120025945 A KR 20120025945A
- Authority
- KR
- South Korea
- Prior art keywords
- concrete
- concrete pile
- head
- pile
- circular plate
- Prior art date
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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
- E02D5/223—Details of top sections of foundation piles
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- 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
- E02D5/226—Protecting piles
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- 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
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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)
- Foundations (AREA)
Abstract
The present invention relates to a high-strength concrete pile, and the foundation and coupling structure of the upper portion of the concrete pile in the foundation or groundwork of construction or civil engineering. It provides a circular plate and a rubber pad, and provides a fixed plate and wires fastened to the upper outer circumferential surface of the concrete pile so that the reinforcement and the circular plate can be fixed inside the concrete pile to prevent concrete from flowing into the pile when laying the foundation concrete. The head reinforcement structure of the pile.
Description
The present invention relates to the head reinforcement structure of high-strength concrete piles in the foundation ground in the construction or civil engineering foundations, and relates to the joint reinforcement structure of the concrete pile and the foundation when the foundation is laid after arranging the head of the concrete pile.
In general, concrete pile foundation is one of the ways to reinforce the ground in case of deep foundation or soft ground in construction or civil engineering. It is the most used form in Korea at present.
In the conventional case, the concrete pile is entered into the ground to a certain depth, and the head of the concrete pile exposed to the upper ground is crushed to couple various fastening members to the exposed steel wire so that the reinforcing coupling is made, but the head crushing is performed. The process has been pointed out in terms of structural safety by causing longitudinal cracking of concrete and corrosion of internal steel wires.
Recently, the head of concrete pile exposed to the upper part of the ground is cut to a certain height, and concrete foundation and upper head reinforcement are installed in the hollow of concrete pile to install upper foundation concrete, but the internal hollow cross section of concrete pile is irregular. Difficulties and loss of concrete during pouring have been pointed out as problems.
An object of the present invention is to solve such a problem in the prior art, by cutting at a certain height of the concrete pile without breaking the upper end of the concrete pile and installing the head reinforcement assembly in the hollow portion of the concrete pile hollow In reinforcing the tofu by pouring and curing,
Circular plate and wire fixing plate for fixing to the upper part of the concrete pile resisting the load of the reinforced concrete is formed integrally and easy to assemble and install, the head reinforcement assembly of the concrete pile to solve the loss of concrete during concrete pouring The purpose is to provide.
The present invention is designed to reinforce the head of the concrete pile, the concrete pile is cut at a certain height and is installed on the top of the hollow part to maintain the horizontal state when placing concrete for reinforcing the head and rubber pads are installed along the edge of the circular plate. To prevent concrete loss caused by irregular hollow sections of concrete piles when concrete is being poured, and has a plurality of grooves in the circumferential direction in which the reinforcing steel mesh can be fixed on the upper surface of the circular plate, A head reinforcement is provided at the top of the concrete pile so that the circular plate can support the load by means of fixing plates and wires.
As described above, the concrete pile head reinforcement assembly of the present invention provides a head reinforcement assembly which can resist the load of the concrete when reinforcing by placing concrete in the hollow portion of the concrete pile and the loss of concrete during concrete pouring. It is designed to prevent the construction of circular plate, fixed plate, connecting wire and reinforcing reinforcing bar, and provides simple head reinforcing assembly that is easy to install during construction.
1 is a perspective view of a head reinforcement assembly according to the present invention.
2 is a block diagram of the head reinforcement assembly according to the present invention.
Figure 3 is a front view when installing the head reinforcement assembly according to the present invention.
Figure 4 is an enlarged view of the joint of the upper end of the head reinforcement assembly and the concrete pile in accordance with the present invention.
Figure 5 is an enlarged view of the joint of the head reinforcement assembly and the concrete pile hollow according to the present invention.
The present invention relates to a head reinforcement device of a concrete pile, the
The
The
The upper end of the reinforcing
100: head reinforcement assembly
200: round plate
210: vertical rebar seating groove
300: rubber pad
400: rebar network
410: vertical rebar
420: weight
500: fixed plate
600: wire
700: upper part of the concrete pile
800: hollow part
Claims (2)
Concrete pile head reinforcement assembly having a fixed plate and a wire that can bear the load when placing the circular plate in the hollow of the concrete pile and fixed to the head of the concrete pile
A head reinforcement assembly that withstands load during concrete placing and reinforces cracks that may occur when cutting the head of a concrete pile.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100088159A KR20120025945A (en) | 2010-09-08 | 2010-09-08 | Reinforcement assembly of concrete file and building foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100088159A KR20120025945A (en) | 2010-09-08 | 2010-09-08 | Reinforcement assembly of concrete file and building foundation |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20120025945A true KR20120025945A (en) | 2012-03-16 |
Family
ID=46132080
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020100088159A KR20120025945A (en) | 2010-09-08 | 2010-09-08 | Reinforcement assembly of concrete file and building foundation |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20120025945A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101324365B1 (en) * | 2012-04-10 | 2013-11-01 | 한국건설기술연구원 | Flange for Underwater Concrete Casting and Method for Underwater Concrete Casting Thereof |
CN104018498A (en) * | 2014-06-12 | 2014-09-03 | 南通中技桩业有限公司 | Prestress hollow concrete square pile and forming method thereof |
CN104018497A (en) * | 2014-06-12 | 2014-09-03 | 南通中技桩业有限公司 | Prestress high-strength concrete square pile and manufacturing method thereof |
KR20160102643A (en) * | 2015-02-23 | 2016-08-31 | 박대용 | Cap of File |
-
2010
- 2010-09-08 KR KR1020100088159A patent/KR20120025945A/en not_active Application Discontinuation
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101324365B1 (en) * | 2012-04-10 | 2013-11-01 | 한국건설기술연구원 | Flange for Underwater Concrete Casting and Method for Underwater Concrete Casting Thereof |
CN104018498A (en) * | 2014-06-12 | 2014-09-03 | 南通中技桩业有限公司 | Prestress hollow concrete square pile and forming method thereof |
CN104018497A (en) * | 2014-06-12 | 2014-09-03 | 南通中技桩业有限公司 | Prestress high-strength concrete square pile and manufacturing method thereof |
CN104018498B (en) * | 2014-06-12 | 2015-12-09 | 南通中技桩业有限公司 | A kind of pre-stress hollow concrete square pile and forming method thereof |
KR20160102643A (en) * | 2015-02-23 | 2016-08-31 | 박대용 | Cap of File |
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