KR100874956B1 - A gabion for revetment - Google Patents

A gabion for revetment Download PDF

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KR100874956B1
KR100874956B1 KR1020070112293A KR20070112293A KR100874956B1 KR 100874956 B1 KR100874956 B1 KR 100874956B1 KR 1020070112293 A KR1020070112293 A KR 1020070112293A KR 20070112293 A KR20070112293 A KR 20070112293A KR 100874956 B1 KR100874956 B1 KR 100874956B1
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South Korea
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wall members
gabion
plate member
bottom plate
rubble
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KR1020070112293A
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Korean (ko)
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노정협
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노정협
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/129Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G24/00Growth substrates; Culture media; Apparatus or methods therefor
    • A01G24/40Growth substrates; Culture media; Apparatus or methods therefor characterised by their structure

Abstract

An environment-friendly gabion for a revetment is provided to promote the growth of plants by filling up with rubble and making plants root in a palm member easily. A gabion for a revetment is formed by forming front, rear wall members(20) and right, left wall members(50) on a bottom plate member(10) and dividing up with plural partitions(40) in a rectangular parallelepiped opened upward, and then covering with a cover member(70), wherein a soil erosion control board provided with a draining hole and a fastening hole is formed on the inside of the front and rear wall members, right and left wall members composed of an external wall(51) and a stiffened plate(52) are formed on the right and left sides of the bottom plate member to prevent the loss of filled rubble(100), a fitting projection of the external wall is joined to a fastening hole formed on the stiffened plate with a projecting anti-skid pin(53), and a palm member(71) is coupled to the cover member covering the upper part of the bottom plate member to grow plants.

Description

호안용 돌망태{A gabion for revetment}A gabion for revetment}

본 발명은 친환경 호안용 돌망태에 관한 것으로, 더욱 상세하게는 직사각체의 테두리 선재에 망 부재를 구성한 밑판 부재에 격벽 부재와 함께 좌·우벽 부재 및 토사유실방지판재를 체결시켜 돌망태 내로 주입된 잡석이 유실되지 않도록 함과, 덮개 부재에는 야자열매섬유 팜을 더 구성시켜 식물을 식재할 수 있도록 함으로 식물 활착이 용이하여 친환경적이고 견고한 돌망태를 제공하며 신속한 시공성과 안전성이 충족될 수 있도록 한 친환경 호안용 망태에 관한 것이다.The present invention relates to an eco-friendly revetment gabion, and more specifically, rubble injected into the gabion by fastening the left and right wall members and the earth and sand loss prevention plate together with the partition member to the base member that constitutes the mesh member on the edge wire of the rectangular body. Eco-friendly revetment net that provides eco-friendly and rugged gabion that can be easily planted by planting the coconut fiber palm on the cover member to prevent loss, and to satisfy rapid construction and safety. It is about.

호안(護岸, revetmant)용 돌망태는 홍수·파도·해일에 의한 침식으로 무너지지 않게 해안·하천의 지반 표면을 적당한 재료로 덮어서 보호하는 구조물로서 특히 망상의 망태에 망보다 큰 돌을 충진시켜 구성되고 있다.A revetmant gabion is a structure that protects the surface of the seashore and rivers with a suitable material so that it does not collapse due to erosion by floods, waves, and tsunamis.

이러한 돌망태를 이용하는 하천 호안은 비탈 기초부 침식방지에 대해서는 사석·소파(消波)블록 등을 사용해서 기초 다짐공을 축조한 후 호안시설로서 돌망태 덮기 공법을 이용하고 있다.The river rafts using these gabions use the gabion covering method as a revetment facility after constructing the foundation compaction using sandstone and sofa blocks to prevent erosion of the slope foundation.

이때의 호안용 돌망태는 직사각체의 테두리 선재에 망 부재를 구성하는 판상의 밑판 부재를 구성한 다음 일정한 높이로 구성되는 각각의 전후 및 좌·우벽 부재를 별도로 구성시켜 상기 밑면 부재의 각 면 끝단에서 결합하여 상면이 개방되는 육면체를 이룬 후 이 육면체 내에 소정간격으로 격벽 부재를 일정한 크기로 분할시켜 체결구성하고 있다.At this time, the gabion gabion is composed of a plate-shaped bottom plate member constituting the mesh member on the edge wire of the rectangular body, and then separately configured the front, rear, left, and right wall members of a constant height to be combined at each end of the bottom member After forming a hexahedron whose upper surface is opened, the partition member is divided into a predetermined size at predetermined intervals in the hexahedron to be fastened.

그리고 시공시에 육면체 내에 돌 등을 채운 후 상면에 덮개 부재를 덮어 완성하도록 하였다.Then, the construction was completed by covering the cover member on the upper surface after filling the stone in the cube.

따라서 돌망태는 밑판 부재에 별도로 구성되는 밑면 부재와 전·후, 좌·우벽 부재를 서로 맞닿도록 고정하는 체결작업이 어렵고 많은 작업에 따른 작업능률이 저하되는 단점과 각각의 부재들을 연결하는 연결부가 쉽게 파손되는 단점이 있어 왔다.Therefore, the gabion is difficult to fasten the bottom member and the front, rear, left and right wall members that are separately configured to the bottom plate member to contact with each other, the work efficiency is deteriorated due to many tasks, and the connecting portion connecting each member easily There has been a disadvantage of breaking.

이에 따라 개선된 대한민국 특허 제10-0663040호에서는 전·후, 좌·우벽이 포함되는 크기의 직사각체의 판상 부재를 구성한 다음 각 모서리를 45도 방향으로 소정깊이까지 절단하고 상기에서 절단된 거리만큼을 전·후, 좌·우벽을 상부로 절곡시켜 전·후벽과 좌·우벽을 형성하도록 하였다.Accordingly, Korean Patent No. 10-0663040 improved according to the present invention constitutes a plate-shaped member of a rectangular shape having a size including front, rear, and left and right walls, and then cuts each corner to a predetermined depth in the direction of 45 degrees and cuts the distance as described above. Before and after, the left and right walls were bent upward to form front and rear walls and left and right walls.

이러한 구성의 발명은 종전에 비하여 전·후, 좌·우벽을 구성하는 데에 비 교적 편리성이 있다고 할 수 있으나, 모서리부를 구성함에 있어 견고성과 형태유지에 부여된 테두리 선재가 절단됨으로 돌망태의 견고성이 현저히 떨어지는 단점이 발생되고 테두리 선재의 내측은 망 부재만으로 형성되어 견고성이 없어 쉽게 밑빠짐 현상이 발생하는 단점이 있다.The invention of such a configuration can be said to be comparatively convenient in constructing the front, rear, left and right walls, compared to the past, but the rigidity of the gabion by cutting the edge wires given to maintain shape and shape in cutting corners There is a disadvantage in that the remarkably falling and the inner side of the edge wire is formed only by the mesh member there is a lack of firmness, there is a disadvantage that easily falls off phenomenon occurs.

그리고 이러한 밑빠짐 현상을 방지하기 위하여 망 부재를 다시 선재로 동여맬 때에는 그에 따른 이중 작업성으로 작업량이 증가하는 등의 문제가 발생하는 것이다.In order to prevent such a phenomenon, when the mesh member is tied back to the wire rod, there is a problem that the amount of work is increased due to the double workability.

또 다른 실용신안등록 제20-0405425호에서는 돌망태 내부에 하나 이상의 “ㄷ”자형 중간칸막이가 설치되고 돌망태의 좌우측면은 절곡 밀착된 2겹 망으로 구성시켜 칸막이 및 좌우측면에서 밀림방지를 이루도록 한바 있다.In another utility model registration No. 20-0405425, one or more “c” shaped intermediate partitions are installed inside the gabion, and the left and right sides of the gabion are composed of two layers of bent close contact to prevent partitioning from the partition and left and right sides. .

이러한 선 등록고안은 좌우측면이 2겹 망으로 구성된 측벽을 구성시켜 견고성이 향상되는 것으로 하고 있으나 밑빠짐을 방지할 수 없는 단점과, 또한 중간 칸막이들이 “

Figure 112007079404016-pat00001
”자형으로 구성된 칸막이로 형성함에도 불구하고 밑빠짐 단점을 개선하지 못할 뿐만 아니라 원가 상승요인이 되고 있는 것이다.This pre-registration proposal is to improve the rigidity by forming a side wall consisting of a two-ply network on the left and right sides, but the disadvantage that can not prevent the fall, and also the middle partitions "
Figure 112007079404016-pat00001
“In spite of the fact that it is formed into a partition made of a shape, it is not only able to improve the shortcomings but also becomes a cost increase factor.

즉, 호안용 돌망태는 비탈면에 길이방향으로 설치되어 홍수·파도·해일에 의한 지면의 침식이 진행될 때 이러한 침식이 돌망태의 하부면과 비탈면 바닥 쪽에 서 발생한다.That is, the sheltered gabion is installed on the slope in the longitudinal direction, and this erosion occurs at the bottom surface of the gabion and the slope surface when the erosion of the ground is caused by flood, wave, and tidal wave.

따라서 하부의 밑면 부재와 설명 상 좌·우측벽으로 표기되는 측면벽에 많은 하중이 가중되면서 밑빠짐과 측벽의 이탈형상이 발생하는 것이다.As a result, a large amount of load is applied to the bottom member of the lower side and the side wall, which is described as left and right side walls in the description, so that the bottom part and the side wall are separated.

이상과 같은 종래의 문제점을 감안하여 안출된 본 발명자의 선출원 특허 2007년 제076805호 호안용 돌망태에서는 밑판 부재를 전·후벽 부재까지 포함된 크기의 밑판 부재로 구성한 후 전·후벽 부재를 접어 세워 단면형상이 “

Figure 112007079404016-pat00002
”자형으로 구성되는 밑판 부재를 구성하고 이러한 밑판 부재에 별도의 좌·우벽 부재 또는 칸막이부재를“┗”자 형상으로 절곡하여 결합함으로써 테두리 선재와 견고한 체결성과 밑판 부재의 밑빠짐 현상을 방지할 수 있는 견고성을 충족한바 있다.In view of the above-mentioned conventional problems, the inventors of the present application patent 2007070705 revetment gabion is composed of a bottom plate member of the size including the front and rear wall members, and then folded the front and rear wall members The shape is “
Figure 112007079404016-pat00002
By forming the bottom plate member which is composed of ”shape and bending the left and right wall member or partition member to the bottom plate member in the shape of“ ┗ ”shape, it is possible to prevent the rigidity of the edge wire and the fastening of the bottom plate member and the fall of the bottom plate member. It has met its robustness.

이와 같은 선행기술들에서는 전·후, 좌·우측벽부가 망 부재로 구성됨으로써 이 돌망태 내에는 상기 망 부재의 구멍보다 큰 돌이 충진되어야 하는 문제 즉, 망구멍 보다 작은 경우 돌이 쉽게 유실되는 문제가 발생한다.In these prior arts, the left and right wall portions are formed by a mesh member, so that a larger stone than the hole of the mesh member needs to be filled in the gabion, that is, the stone is easily lost when smaller than the mesh hole. do.

이러한 문제로 시공현장에서 돌망태에 충진할 돌을 쉽게 확보할 수 없는 문제가 있고, 설치 후에 미관과 함께 하천 호안의 비탈면에 식물을 식재하여 비탈면의 유실보호와 친환경적인 제방을 구성할 수 없는 문제점으로 돌망태에 충진된 돌에서는 식물의 활착이 불가능하고 성장을 할 수 없게 되어 식물을 식재할 수 없는 문제가 있다.Due to these problems, there is a problem that it is not possible to easily obtain stones to fill the gabion at the construction site, and after installation, plants are planted on the slopes of rivers alongside the aesthetics to prevent the loss of slopes and form an eco-friendly dike. In the stones filled with gabions, there is a problem in that plants cannot grow and grow, and plants cannot be planted.

본 발명은 상기한 문제점을 개선하기 위하여 안출된 것으로서, 특히 테두리선재에 망부재가 구성되는 밑판부재와 이 밑판부재에서 절곡되거나 별도로 구성되는 전후벽부재까지 포합되고 좌우벽부재 또는 칸막이부재를 각각 구성하되, The present invention has been made in order to improve the above problems, and in particular, the bottom plate member and the front and rear wall members that are bent or configured separately from the bottom plate member is composed of a mesh member in the rim wire and constitutes the left and right wall members or partition members, respectively. But

상기 좌·우벽 부재 또는 전면부에 흙이 유실되지 않는 토사유실방지판재로 구성하여 흙과 작은 돌 등이 포함되는 잡석을 충진할 수 있도록 함과, The earth and soil preventive plate material is not lost to the left and right wall members or the front portion to fill the rubble including soil and small stones,

덮개부재에는 야자열매에서 형성되는 팜부재를 더 결합시켜 식물의 식재와 식재된 식물은 팜부재에서 뿌리의 활착이 용이하도록 함과,The cover member is further coupled to the palm member formed from the coconut, so that the planting material and the planted plant to facilitate the rooting of the root member in the palm member,

식재된 식물은 충진된 잡석에 의한 성장으로 이룰 수 있는 친환경적 호안용 돌망태를 제공할 수 있도록 함을 목적으로 하는 것이다.Planted plants are intended to provide environmentally friendly gabion that can be achieved by growth by filled rubble.

상기 목적을 달성하기 위한 본 발명을 첨부 도면을 참조하여 보다 상세한 구성을 설명하면 다음과 같다.Referring to the accompanying drawings, the present invention for achieving the above object will be described in more detail as follows.

도 1은 본 발명 밑판 부재의 구성상태를 도시한 사시도이고, 도 2는 본 발명의 전체를 분해한 분해사시도이며, 도 3은 본 발명의 덮개 부재 및 팜 부재를 결합하는 분해사시도이다.1 is a perspective view showing the configuration of the base plate member of the present invention, Figure 2 is an exploded perspective view of the whole of the present invention, Figure 3 is an exploded perspective view of the cover member and the palm member of the present invention.

그리고 도 4는 본 발명의 좌·우벽 부재의 설명도이고, 도 5는 본 발명의 결 합된 사용상태의 단면도를 도시한 것이다.4 is an explanatory view of the left and right wall members of the present invention, Figure 5 shows a cross-sectional view of the combined use state of the present invention.

본 발명은 상기 도면에서 도시한 바와 같이 전·후벽 부재(20)를 포함하는 크기로 테두리 선재(30)를 직사각체로 구성하여 망 부재(11)를 체결 구성하는 밑판 부재(10)와, 이 밑판 부재(10)의 전후를 상향으로 절곡시켜 전·후벽 부재(20)를 구성하여 단면형상이 “

Figure 112007079404016-pat00003
”자형로 구성되는 밀판 부재(10), 또는 별도로 구성되는 전·후벽 부재(20)를 이룰 수 있다.According to the present invention, as shown in the drawing, the bottom plate member 10 which comprises the front and rear wall members 20 and constitutes the net member 11 by fastening the edge wire 30 in a rectangular shape, and the bottom plate The front and rear wall members 20 are formed by bending the front and rear of the member 10 upward, so that the cross-sectional shape is “
Figure 112007079404016-pat00003
It is possible to form a 'tight plate member 10' that is formed in a 'shape' or a front and rear wall member 20 that is configured separately.

상기 전·후벽 부재(20) 내측으로 수용되게 결합시켜 공간을 분할하고 밑판 부재(10)의 견고성을 높이기 위한 보강부(41)를 구비하는 단면형상이 “L”자형의 칸막이(40)와 그리고 외벽(51)과 보강판(52)으로 구성되는 좌·우벽 부재(50)로 구성하되,The cross-sectional shape having the reinforcing portion 41 for dividing the space by combining the front and rear wall members 20 to be accommodated inside and for increasing the rigidity of the base plate member 10 and the partition 40 having an “L” shape, and Consists of the left and right wall member 50 composed of the outer wall 51 and the reinforcing plate 52,

상기 전·후벽 부재(20) 내측으로 수지, 금속, 목재 등의 재질로 구성되는 토사유실방지판재(60)를 더 구성시켜 본 발명의 망태에 충진되는 돌, 흙 등의 잡석(100)의 유질을 방지되도록 구성한다.Oil and sand of rubble 100, such as stones and soil, which is filled in the mesh of the present invention by further constructing the earth and sand loss prevention plate member 60 made of a material such as resin, metal, wood, etc. inside the front and rear wall members 20. Configure to prevent this.

또한 토사유실방지판재(60)는 다수의 물빠짐공(61)과 본 발명의 망태에 체결하기 위한 체결공(62)이 다수 뚫린다.In addition, the earth and sand loss prevention plate 60 is a plurality of fastening holes 62 for fastening to the water draining hole 61 and the mesh of the present invention.

상기 좌·우벽 부재(50)는 수지, 금속, 목재 등의 재질로 구성되고 물빠짐공(61)과 본 발명의 망태에 체결하기 위한 체결공(62)이 다수 뚫려지는 한편 좌·우벽 부재(50)는 외벽(51)과 보강판(52)이 결합되는 체결공(54)이 보강판(52)에 형성되고 이 체결공(54)에 끼워져 결합되는 끼움돌기(55)가 외벽(51)에 돌출 구성되어 결합된다.The left and right wall members 50 are made of a material such as resin, metal, wood, and a plurality of fastening holes 62 for fastening to the water draining hole 61 and the mesh of the present invention, while the left and right wall members ( 50 is a fastening hole 54 to which the outer wall 51 and the reinforcing plate 52 is coupled is formed in the reinforcing plate 52 and the fitting protrusion 55 to be fitted into the fastening hole 54 is coupled to the outer wall 51. Composed to consist of a protrusion.

이러한 좌·우벽 부재(50)는 상기한 외벽(51)과 보강판(52)이 분리구성되어 결합되는 구성뿐만 아니라 일체로 구성되거나 또는 외벽(51)만으로도 구성될 수 있는 실시 예를 더할 수 있음은 당연하다.The left and right wall members 50 may include an embodiment in which the outer wall 51 and the reinforcement plate 52 are separated and coupled, as well as an integrated structure or an outer wall 51. Of course.

또한 보강판(52)의 저면에는 하향된 미끄럼방지핀(53)을 다수 구성시켜 밑판 부재(10)의 망 부재(11)에 삽입되어 미끄럼 없이 지지될 수 있도록 하였다.In addition, the bottom surface of the reinforcing plate 52 has a plurality of downward anti-slip pin 53 to be inserted into the mesh member 11 of the base plate member 10 to be supported without slipping.

그리고 상기 밑판부재(10) 상부에 덮는 덮개 부재(70)와 함께 이 덮개 부재(70)에는 야자열매에서 추출되는 섬유질 판으로 구성된 팜 부재(71)를 결착하여 구성되는 것이다.In addition to the cover member 70 covering the upper plate member 10, the cover member 70 is formed by binding a palm member 71 composed of a fibrous plate extracted from a coconut.

이상의 각 부재는 공지된 바와 같이 그 부재의 형태를 이루는 선재(30)와 선재(30)를 미도시한 체결용 선재로 권선시켜 체결하게 된다.As described above, each member is wound by winding the wire rod 30 and the wire rod 30 which form the member with a wire for fastening, which is not shown.

본 발명은 전·후벽 부재와 밑판 부재로 구성되는 밑판 부재의 전·후벽 부재의 어느 하나 또는 둘에 토사유실방지판재를 구성하고 판재로 구성되는 좌·우벽 부재를 구성하여 이루어지는 돌망태에 돌, 흙으로 이루어지는 잡석을 채울 수 있도록 함과,The present invention is a stone and soil in the gabion formed by forming the earth and sand loss prevention plate member on one or both of the front and rear wall members of the bottom plate member composed of the front and rear wall members and the bottom plate member and the left and right wall members made of the plate material. To fill the rubble consisting of

상기에 의해 채워진 잡석에서 식물이 성장할 수 있어 식물을 식재할 수 있는 효과와,With the effect that plants can grow in rubble filled by the above, planting plants,

밑판 부재와 전·후벽 부재에 좌·우벽 부재, 칸막이 부재를 묶음 선재로 체결 고정함으로 작업성이 개선되는 효과 및 상기 돌망태에 덮는 덮개 부재에 팜 부재를 체결하여 이 팜 부재에 식재된 식물의 뿌리가 쉽게 활착되어 식물이 자랄 수 있는 효과,The effect of improving workability by fastening the left and right wall members and the partition member to the bottom plate member and the front and rear wall members by using a bundled wire rod, and the root of the plant planted on the palm member by fastening the palm member to the cover member covered by the gabion. Can easily grow and plants grow,

돌망태에 잡석을 채울 수 있어 잡석의 확보가 용이하여 신속한 설치로 친환경의 호안 돌망태를 제공할 수 있는 것이다.The gabions can be filled with rubble, so it is easy to secure rubble, which can provide eco-friendly sheltered gabions with quick installation.

상기한 구성의 본 발명을 첨부도면을 참조하여 바람직한 실시 예의 구체적인 내용을 설명하면 다음과 같다.The present invention having the above-described configuration will be described below with reference to the accompanying drawings.

본 발명은 도 1과 도 2및 도 3에서와 같이 외형을 이루는 테두리 선재(30)를 직사각체로 구성시켜 이 선재 내로 망 부재(11)를 체결하여 구성된 밑판 부재(10)의 전후를 상향으로 절곡시켜 단면형상이“

Figure 112007079404016-pat00004
”자형로 구성되는 밑판 부재(10)를 구성한다.1 and 2 and 3, the present invention constitutes a rectangular frame wire 30 having a rectangular shape to bend the front and rear of the base plate member 10 formed by fastening the net member 11 into the wire rod. Cross-sectional shape
Figure 112007079404016-pat00004
It constitutes a base plate member 10 which is configured in a 'shape'.

본 발명의 또 다른 실시 예에서는 상기 밑판 부재(10)에 별도로 구성되는 전·후벽 부재(20)를 체결할 수 있다.In another embodiment of the present invention can be fastened to the front and rear wall member 20 is configured separately to the base plate member 10.

상기 밑판 부재(10)에 구성된 전·후벽 부재(20) 중 어느 한쪽 또는 양측에 토사유실방지판재(60)를 체결시켜 구성한다.The earth and sand loss prevention plate member 60 is fastened to any one or both sides of the front and rear wall members 20 formed on the bottom plate member 10.

그리고 보강부(41)를 구비하는“L”자형의 칸막이(40)를 일정한 간격으로 상기 밑판 부재(10)와 전·후벽 부재(20)의 선재(30)에 미도시한 묶음 선재를 이용하여 고정한다.And the "L" shaped partition 40 including the reinforcing portion 41 at regular intervals by using a bundle wire not shown in the wire 30 of the bottom plate member 10 and the front and rear wall member 20. Fix it.

또한 상기 밑판 부재(10)의 좌·우측에는 외벽(51)과 보강판(52)으로 구성되는 좌·우벽 부재(50)로 구성하여 호안용 망태를 구성함과 함께 통상의 덮개 부재(70)에 야자열매에서 추출되는 섬유질 판으로 구성된 팜 부재(71)를 결착한 덮개 부재(70)를 상기와 같이 묶음 선재로 고정한다.In addition, the left and right side of the bottom plate member 10 is composed of an outer wall 51 and a left and right wall member 50 composed of a reinforcing plate 52 to form a revetment mesh and a general cover member 70. The cover member 70 which bound the palm member 71 which consisted of the fibrous plate extracted from the coconut at is fixed with the bundle wire as mentioned above.

이와 같이 밑판 부재(10)에 토사유실방지판재(60), 칸막이(40) 및 좌·우벽 부재(50)를 체결한 밑판 부재(10)와 팜 부재(71)가 체결된 덮개 부재(70)를 설치장소로 이송하게 된다.Thus, the cover member 70 in which the base plate member 10 and the palm member 71 which fastened the soil loss prevention board | plate material 60, the partition 40, and the left-right wall member 50 to the base plate member 10 were fastened. Will be transferred to the installation site.

그리고 설치할 위치에 상기한 토사유실방지판재(60), 칸막이(40) 및 좌·우벽 부재(50)를 체결한 밑판 부재(10)를 공지와 같이 위치시키게 된다.And the bottom plate member 10 which fastened the said earth and sand loss prevention plate material 60, the partition 40, and the left-right wall member 50 in the installation position is located as known.

이때는 장마등에서 설치된 망태의 유실이 없고 견고하며 좌우 상하로 정렬하여 가지런히 구성하게 되며 이상에 의해 설치된 상기 망태에는 주변의 잡석(100) 즉, 대소를 불문하는 자갈과 흙 등을 구분없이 채우게 된다.In this case, there is no loss of the mesh installed in the rainy season, it is solid and arranged in the right and left and up and down and arranged neatly. The above-installed mesh is filled with the surrounding rubble 100, that is, without regard to gravel and soil regardless of size.

이와 같이 자갈과 흙이 채워지더라도 본 발명에서는 토사유실방지판재(60)와 좌·우벽 부재(50)에 의해 흙 또는 작은 크기의 자갈들이 유실되지 않게 되므로 종래에 일정한 크기 이상의 돌로 채워야 외지에서 그 채움돌을 수집 이송하는 번잡함이 없는 것이다.Thus, even if the gravel and soil is filled in the present invention, soil or small-sized gravel is not lost by the earth and sand loss prevention plate 60 and the left and right wall members 50, so that the filling in the outside to be filled with a predetermined size or more in the prior art There is no hassle to collect and transport stones.

또한 후술하는 식물을 식재할 경우 식재된 식물이 이 잡석(100)에 뿌리를 내리고 양분을 공급받을 수 있게 되어 식물이 성장할 수 있는 여건을 조성하게 되는 것이다.In addition, when planting a plant to be described later, the planted plant is able to take root and supply nutrients to the rubble (100) to create conditions for the plant to grow.

본 발명에 잡석(100)이 채우진 후 팜 부재(71)가 결합된 덮개 부재(70)를 상부로 덮고 묶음 선재를 이용하여 밑판 부재(10)와 견고히 체결시키게 된다.After the rubble 100 is filled in the present invention, the palm member 71 is covered with the lid member 70 coupled to the upper portion, and the bottom plate member 10 is firmly fastened by using a bundle wire.

그리고 상기 팜 부재(71)에는 자생식물 또는 호안 유실방지 효과를 가지는 식물들을 식재하게 되며 이러한 식물은 팜 부재(71)에서 쉽게 뿌리를 내려 성장할 수 있고 식물의 뿌리는 팜 부재(71)와 함께 하부의 흙, 자갈 등으로 이루어진 잡석(100)에까지 뿌리를 내리게 됨으로써 이러한 잡석(100)에서 성장에 필요한 영양분을 공급받을 수 있어 식물이 호안 망태에서 자생할 수 있게 되는 것이다.In addition, the palm member 71 is planted with a native plant or plants having an anti-loan effect, and the plant can be easily rooted down from the palm member 71 and the root of the plant is lowered together with the palm member 71. By being rooted to rubble 100 consisting of soil, gravel, etc., the nutrients necessary for growth can be supplied from such rubble 100, so that the plant can grow on the shore.

이러한 식물의 자생은 친환경적인 환경조건을 제공하고 미관 또한 친환경적이면서 하천 등의 수질개선효과도 제공하는 친환경성과 장마철에 발생하는 급물살에서 뚝 유실방지에도 크게 기여하는 효과를 발휘하게 되는 것이다.The natural growth of these plants provides eco-friendly environmental conditions, aesthetics, and eco-friendliness, which also contributes to the improvement of water quality in rivers, etc.

도 1은 본 발명 밑판 부재의 구성 상태를 도시한 사시도.1 is a perspective view showing the configuration of the base plate member of the present invention.

도 2는 본 발명의 전체를 분해한 분해사시도.Figure 2 is an exploded perspective view exploding the whole of the present invention.

도 3은 본 발명의 덮개 부재 및 팜 부재를 결합하는 분해사시도.Figure 3 is an exploded perspective view of combining the lid member and the palm member of the present invention.

도 4는 본 발명의 좌·우벽 부재의 설명도.4 is an explanatory diagram of a left and right wall member of the present invention.

도 5는 본 발명의 결합된 사용상태의 단면도.5 is a cross-sectional view of the combined use of the present invention.

* 도면의 주요부분에 대한 부호의 설명** Explanation of symbols for the main parts of the drawings *

10; 밑판 부재 11; 망 부재 20; 전·후벽 부재10; Base member 11; Mesh member 20; Front and back wall members

30; 테두리 선재 40; 칸막이 41; 보강부30; Border wire 40; Partition 41; Reinforcement

50; 좌·우벽 부재 51; 외벽 52; 보강판50; Left and right wall members 51; Outer wall 52; Gusset

53; 미끄럼방지핀 54; 체결공 55; 끼움돌기53; Anti-slip pin 54; Fastener 55; Snapping

60; 토사유실방지판재 61; 물빠짐공 62; 체결공60; Earth and sand loss prevention plate 61; Water drain 62; Fastener

70; 덮개 부재 71; 팜 부재 100; 잡석70; Lid member 71; Palm member 100; Rubble

Claims (3)

밑판부재(10)에 전후벽부재(20)와 좌우벽부재(50)를 구성시켜 상부가 개방된 직육면체 내에 복수의 칸막이(40)로 분할시켜 덮개부재(70)를 덮어 체결구성하는 호안용 돌망태에 있어서,Revetment gabion covering the cover member 70 by forming the front and rear wall members 20 and the left and right wall members 50 on the bottom plate member 10 to be divided into a plurality of partitions 40 in an open rectangular parallelepiped. To 상기 전후벽부재(20)내측으로 물빠짐공(61)과 체결공(62)이 뚫려지는 토사유실방지판재(60)를 구성하고.And the earth and sand loss prevention plate member 60 in which the water draining hole 61 and the fastening hole 62 are drilled into the front and rear wall members 20. 상기 밑판 부재(10)의 좌·우측 외벽(51)과 보강판(52)으로 구성되는 좌·우벽 부재(50)로 구성시켜 충진되는 잡석(100)의 유실을 방지하되,The left and right outer wall 51 and the reinforcing plate 52 of the bottom plate member 10 is composed of a left and right wall member 50 to prevent the loss of rubble 100 is filled, 상기 좌.우측 외벽(51)과 미끄럼방지핀(53)이 돌출된 보강판(52)에 뚫린 체결공(54)에 외벽(51)의 끼움돌기(55)를 체결시켜 구성함과,The left and right outer wall 51 and the anti-slip pin 53 is configured to fasten the fitting protrusion 55 of the outer wall 51 to the fastening hole 54 of the reinforcing plate 52 protruded, 상기 밑판 부재(10) 상부에 덮는 덮개 부재(70)에 팜 부재(71)를 결착시켜 식재된 식물이 성장할 수 있도록 하는 친환경 호안 돌망태.Eco-friendly sheltered gabion to allow the planted plant to grow by binding the palm member (71) to the cover member (70) covering the upper plate member (10). 삭제delete 삭제delete
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2499622A (en) * 2012-02-22 2013-08-28 Hesco Bastion Ltd Water containment system
KR20160093294A (en) 2015-01-29 2016-08-08 노정협 The traction means having gaebion and its construction methods
KR101830928B1 (en) * 2017-12-04 2018-02-22 대한항업(주) Global positioning map making system being the coordinating synthesize type
US10285340B2 (en) 2017-09-13 2019-05-14 Propex Operating Company, Llc Geotextile-based structure for vegetative growth enhancement and erosion resistance

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200330342Y1 (en) * 2003-06-26 2003-10-17 청우건설 주식회사 Gabion for Retaining Wall using Waste Concrete
KR200405425Y1 (en) * 2005-10-13 2006-01-10 송기종 Matrix gabion for preventing slack

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200330342Y1 (en) * 2003-06-26 2003-10-17 청우건설 주식회사 Gabion for Retaining Wall using Waste Concrete
KR200405425Y1 (en) * 2005-10-13 2006-01-10 송기종 Matrix gabion for preventing slack

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2499622A (en) * 2012-02-22 2013-08-28 Hesco Bastion Ltd Water containment system
GB2499622B (en) * 2012-02-22 2017-04-26 Hesco Bastion Ltd Water containment system
KR20160093294A (en) 2015-01-29 2016-08-08 노정협 The traction means having gaebion and its construction methods
US10285340B2 (en) 2017-09-13 2019-05-14 Propex Operating Company, Llc Geotextile-based structure for vegetative growth enhancement and erosion resistance
US11464176B2 (en) 2017-09-13 2022-10-11 Propex Operating Company, Llc Geotextile-based structure for vegetative growth enhancement and erosion resistance
KR101830928B1 (en) * 2017-12-04 2018-02-22 대한항업(주) Global positioning map making system being the coordinating synthesize type

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