KR20160109206A - A gabion - Google Patents
A gabion Download PDFInfo
- Publication number
- KR20160109206A KR20160109206A KR1020150033218A KR20150033218A KR20160109206A KR 20160109206 A KR20160109206 A KR 20160109206A KR 1020150033218 A KR1020150033218 A KR 1020150033218A KR 20150033218 A KR20150033218 A KR 20150033218A KR 20160109206 A KR20160109206 A KR 20160109206A
- Authority
- KR
- South Korea
- Prior art keywords
- net
- concrete structure
- wire
- assembly
- lid
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/123—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of stone, concrete or similar stony material
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/124—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0208—Gabions
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
Abstract
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a garbage which is formed by a combination of a concrete structure and a wire netting assembly.
In the construction, a frame 1a such as a reinforcing bar or a wire is embedded in the inside, and the left and right side surfaces 1b and 1b 'and the back surface 1c are integrally formed
In the present invention having the above-described structure, the installation is very fast, simple, and stable. In addition, since the exposed surface is a wire mesh assembly, it appears to be the same as a general- And the left and right goby temperatures G are connected to each other by the fastening member 1f so that even when the earth pressure is severely affected during flooding or thawing, it is not pushed or deformed, thereby maximizing the reliability. .
Description
BACKGROUND OF THE
As is well known, there is a retaining wall, embankment, and dam on roads and riverside to prevent soil runoff, landslide, and floods of rivers and to protect the waterways.
Such retaining walls or levees, particularly artificially constructed retaining walls or levees, are constructed using a plurality of tires, concrete blocks, or garbons for the purpose of robustness and safety. In recent years, in terms of installation cost and environmental friendliness, Compared with that of the previous year.
Fig. 1 is a perspective view showing a rectangular open box shape in a conventional hexahedral box shape, which is mainly used for construction or rescue.
1 has a hexagonal shape and is provided with a
The above-described conventional open-circuit method is to fabricate six nets constituting the upper and lower front and rear left and right sides, respectively, and then connect the six nets by using the binding wires to form a cube of the hexahedron. Cross-welds the horizontal wire and the vertical wire in a lattice shape to form square or rectangular meshes. In addition, the horizontal wire and the vertical wire are weaved to form various types of meshes such as pentagons or hexagons .
The above-mentioned garbons can be used for the construction of retaining walls, axes, slope reinforcements for the roads and rivers, and for the revetments.
However, in the above-described conventional garbons, the front, rear, left and right meshes such as the
In addition, the above-described conventional garbons are merely formed in a block form and are stacked in such a manner that the bricks are stacked in the same manner as the bricks are piled upside down, left and right depending on the weight of the filler such as breakwaters and rubble. In case that the earth pressure of the incision or slope is severely affected, This is not maintained as it was originally constructed, but it has also been transformed, and the phenomenon has become even more severe during floods and sea ice.
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems of the related art, and in particular, in constructing a garbage temperature, it has been proposed to embed reinforcing steel or wire into the inside thereof,
A concrete structure formed so as to form a concrete structure and a front surface, a cover net and a bottom net so as to be coupled to the upper and lower surfaces including the open part of the concrete structure, that is, the front surface, The purpose of this project is to provide gabionon which is very natural when it is used in the construction of land, river, and so on.Also, the front surface of the wire net and the back surface of the concrete structure can be easily connected to a plurality of connecting wires or connection wires, thereby preventing the phenomenon of full circulation when the filling material is filled.
In addition, it is possible to easily connect the concrete structures, which are closely attached to each other on the left and right sides, by connecting members such as bolts or the like in the process of connecting the left and right sides continuously, so that even when the earth pressure is seriously affected during flooding or thawing, There is also a purpose to make it become.
The left and
One or
One or
A plurality of
The
A
A hole 1h is formed at a proper position of the
A
The garbage temperature (G) of the present invention having the above-
TheIn addition, since the folding phenomenon is prevented, it is very stable and neat. Also, since the gypsum G installed on the left and right is connected by the
1 is a perspective view of a conventional Gbion
2 to 5 show a first embodiment of the present invention,
2 is an exploded perspective view,
FIG. 3 is a perspective view showing a cover net of the assembled garbons,
Fig. 4 is a longitudinal sectional view showing an example of a built state,
Fig. 5 is a cross-sectional view showing the state of use. Fig.
6 to 7 show a second embodiment of the present invention,
6 is an exploded perspective view of the garbage,
7 is a longitudinal cross-sectional view of an embodiment of the present invention.
8 is an exploded perspective view showing a third embodiment of the present invention.
9 and 10 show a fourth embodiment of the present invention,
Fig. 9 is an exploded perspective view, and Fig. 10 is an example of a vertical sectional view showing a built state.
2 is an exploded perspective view, FIG. 3 is a perspective view in which a cover net of an assembled open-circuit temperature is separated, FIG. 4 is a longitudinal sectional view showing a built- Fig. 5 is a cross-sectional view showing the state of use.
As shown in FIGS. 2 to 5, the present invention includes left and
In addition, the present invention is characterized in that the surfaces seen from the outside such as a front surface and a flat surface are all in the form of a wire net, so that they can be seen without any difference from a wire net formed only by a wire net,
6 and 7 showing a second embodiment of the present invention, the
Further, by forming a hole (1h) for inserting a crane ring in a proper position on both side walls of the concrete structure (1), it is possible to more easily and safely carry the retaining wall (G) can do.
FIG. 8 shows a third embodiment of the present invention in which the
9 and 10 illustrate a fourth embodiment of the present invention in which a grid net or a mesh net having a compact mesh is tightly packed on the inner surface of the
Since the
In addition, as shown in the fourth embodiment, the reinforcing
As described above, the present invention having the above-described structure is constructed such that the
The present invention constructed as described above can form various shapes and shapes, and it is also possible to construct various structures for various purposes, and the scope of the right is not limited to the drawings and the above embodiments. Therefore, various modifications can be made within the scope and spirit of the invention.
1:
1b ':
1e:
1h: hole 2:
2b: bottom net 3: binding member 4: connecting member
6: reinforcing net 7: vegetation reinforcing mat 8: nonwoven fabric
c: Coupling part G: Gavion
Claims (8)
A coupling portion c connected to the frame 1a is protruded and formed so as to connect the front net 2 with the lid net 2a and the bottom net 2b at the inner side front end portion and upper and lower portions of the concrete structure 1, (G) by assembling with a binding member (3) of a concrete structure (1).
One or more hooks 1d may be formed at a predetermined position on the back surface 1c of the concrete structure 1 so that the amount of the connecting member 4 made of wire or wire material on the front netting 2 and the hooking lid 1d (5) is packed by connecting the end portions of the reinforcing member (5) so that the folding phenomenon can be prevented.
One or more holes 1e are formed at predetermined positions of the left and right side surfaces 1b and 1b of the concrete structure 1 so as to be fastened with fastening members 1f such as bolts, (G) is not pushed or deformed even when the earth pressure is severely affected during flooding or thawing, thereby making it possible to connect the concrete structure and the wire mesh assembly continuously.
Wherein the concrete structure (1) further comprises a bottom surface (1c ') having a drainage hole (1g), wherein the bottom surface (1c') is formed by combining the concrete structure and the wire mesh assembly.
A plurality of drainage holes 1g are further formed on the backside 1c or the backside 1c and the left and right side 1b and 1b 'of the concrete structure 1 by a combination of the concrete structure and the wire mesh assembly Gavion made up.
The front net 2 mounted on the front surface of the concrete structure 1 is curved or protruded in a trapezoidal shape and the front ends of the lid net 2a and the bottom net 2b are also protruded in a trapezoidal shape, And the upper and lower ends of the wire net assembly are coupled to each other such that they can be easily coupled to the upper and lower ends of the wire net assembly.
And a hole (1h) is further formed on both side surfaces of the concrete structure (1) so as to lift the gap temperature (G) by a crane or the like at a predetermined position in consideration of the center of gravity and to perform lamination construction. .
A reinforcing net 6 made of a grid net or a wire net having a tight mesh on the inside of the front net 2 of the garniture G and a vegetation reinforcing mat 7 made of coir blanket or cocoa or coconut fiber And a nonwoven fabric (8) is installed on the bottom net (2b) to enable the plant vegetation to be made. The garniture which is formed by the combination of the concrete structure and the wire netting assembly.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150033218A KR20160109206A (en) | 2015-03-09 | 2015-03-09 | A gabion |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150033218A KR20160109206A (en) | 2015-03-09 | 2015-03-09 | A gabion |
Publications (1)
Publication Number | Publication Date |
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KR20160109206A true KR20160109206A (en) | 2016-09-21 |
Family
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Family Applications (1)
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KR1020150033218A KR20160109206A (en) | 2015-03-09 | 2015-03-09 | A gabion |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101908294B1 (en) | 2018-02-06 | 2018-10-16 | 주식회사 누리종합기술단 | gabion having muddy water filtering function and preventing the leakage sand |
CN113338301A (en) * | 2021-06-24 | 2021-09-03 | 王科彩 | Construction foundation ditch is with repairable formula steel bearing structure of grout |
US20230175222A1 (en) * | 2016-08-31 | 2023-06-08 | Wilkinson Ecological Design | Erosion control apparatus |
US12043973B2 (en) | 2017-08-31 | 2024-07-23 | Wilkinson Ecological Design | Erosion control apparatus |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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KR100826512B1 (en) | 2007-12-28 | 2008-05-02 | 석성기업주식회사 | Vegetation structure using lattice nets, its manufacturing method and afforestation process using it thereof |
KR101029317B1 (en) | 2010-09-10 | 2011-04-13 | 진흥콘크리트(주) | Block for revetment construction |
KR101110523B1 (en) | 2009-02-16 | 2012-02-06 | 박공영 | Wall greening system |
KR20140065647A (en) | 2012-11-19 | 2014-05-30 | 대한민국(농촌진흥청장) | Vegetation block and manufacturing method thereof |
-
2015
- 2015-03-09 KR KR1020150033218A patent/KR20160109206A/en active IP Right Grant
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100826512B1 (en) | 2007-12-28 | 2008-05-02 | 석성기업주식회사 | Vegetation structure using lattice nets, its manufacturing method and afforestation process using it thereof |
KR101110523B1 (en) | 2009-02-16 | 2012-02-06 | 박공영 | Wall greening system |
KR101029317B1 (en) | 2010-09-10 | 2011-04-13 | 진흥콘크리트(주) | Block for revetment construction |
KR20140065647A (en) | 2012-11-19 | 2014-05-30 | 대한민국(농촌진흥청장) | Vegetation block and manufacturing method thereof |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20230175222A1 (en) * | 2016-08-31 | 2023-06-08 | Wilkinson Ecological Design | Erosion control apparatus |
US12043973B2 (en) | 2017-08-31 | 2024-07-23 | Wilkinson Ecological Design | Erosion control apparatus |
KR101908294B1 (en) | 2018-02-06 | 2018-10-16 | 주식회사 누리종합기술단 | gabion having muddy water filtering function and preventing the leakage sand |
CN113338301A (en) * | 2021-06-24 | 2021-09-03 | 王科彩 | Construction foundation ditch is with repairable formula steel bearing structure of grout |
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