KR100542729B1 - Vegetation reinforcement block construction method - Google Patents

Vegetation reinforcement block construction method Download PDF

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KR100542729B1
KR100542729B1 KR1020030033521A KR20030033521A KR100542729B1 KR 100542729 B1 KR100542729 B1 KR 100542729B1 KR 1020030033521 A KR1020030033521 A KR 1020030033521A KR 20030033521 A KR20030033521 A KR 20030033521A KR 100542729 B1 KR100542729 B1 KR 100542729B1
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reinforcement block
hole
incision
wire mesh
vegetation reinforcement
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KR1020030033521A
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Korean (ko)
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KR20040100786A (en
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채종술
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채종술
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D33/00—Details of, or accessories for, sacks or bags
    • B65D33/002—Rolls, strips or like assemblies of bags
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D81/00—Containers, packaging elements, or packages, for contents presenting particular transport or storage problems, or adapted to be used for non-packaging purposes after removal of contents
    • B65D81/24—Adaptations for preventing deterioration or decay of contents; Applications to the container or packaging material of food preservatives, fungicides, pesticides or animal repellants
    • B65D81/30—Adaptations for preventing deterioration or decay of contents; Applications to the container or packaging material of food preservatives, fungicides, pesticides or animal repellants by excluding light or other outside radiation

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Food Science & Technology (AREA)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Cultivation Of Plants (AREA)

Abstract

본 발명은 도로변이나 호안의 절개지부분이 무너지지 않고 안전하게 보호되도록하며 풀이나 잔디등이 자랄수 있도록 한 절개지 법면 식생 보강블록 시공공법에 관한 것이다.The present invention relates to a construction method of incision vegetation reinforcement block construction to ensure that the incision portion of the roadside or lakeside is protected without collapse and to grow grass or grass.

본 발명은 평탄 작업을 한 절개지 법면(20)에 녹생포(1)를 펼쳐 깔고 녹생포(1) 상단에 철망(2)을 녹생포(1)와 동일한 크기로 펼쳐 깔며, 절개지 법면(1)에 식생 보강블록(10)이 맞춰지는 위치에 토심으로 일정 깊이로 구멍을 뚫어 콘크리트(21)를 구멍에 타설하며 고정구(3)의 관통공(8)에 끼운 철핀(4)을 콘크리트(21)에 삽입하여 양생하며 각각의 고정구(3)에 식생 보강블록(10) 안치시키며 다수의 눈물공(15)을 만든 눈물파이프(16)을 절개지 법면(20)에 꼽은 상태에서 식생 보강블록(10)의 결합으로 된 방자형 사이의 공간부분에 자연석(12)을 투입후 철망(13)을 덮어 식생 보강블록(10)의 전후에 일체로 매입되어 있는 와이어선(9)으로 철망(13)을 묶은후 관통공(23)을 뚫은 고정구 덮개(14)를 고정구(3)와 결합하여 된 것이다.The present invention spreads the green alveolar (1) spread on the incision surface (20) to the flat operation and spread the wire mesh (2) to the same size as the green alveoli (1) on the top of the green alveoli (1), the incision surface (1) In the position where the vegetation reinforcement block 10 is fitted, drill a hole to a certain depth with the depth of the soil, and cast the concrete 21 into the hole, the iron pin (4) inserted into the through hole 8 of the fixture (3) concrete (21) The vegetation reinforcement block 10 is inserted into the vegetation reinforcement block 10 in each of the fixtures 3, and the tear pipe 16 made of a plurality of tear holes 15 is inserted into the incision method 20. After the natural stone 12 is put into the space between the magnetic shields of the combination of the wire mesh 13 and the wire mesh 13 is integrally embedded in the front and rear of the vegetation reinforcement block 10 after the wire mesh 13 is bundled. The fastener cover 14 which penetrates the through hole 23 is combined with the fastener 3.

녹생포 철망 고정구 철핀 고정편 결합나선공 결합로 관통공 와이어선 식생 보강블록 절단면 자연석 고정구 덮개 눈물공 눈물파이프 절개지 법면 콘크리트 보울트Rust cloth wire mesh fasteners iron pins fasteners fasteners threaded fasteners through-hole wire wire vegetation reinforcement block cut section natural stone fixture cover tear hole tear pipe incision plain concrete bolt

Description

절개지 법면 식생 보강블록 시공공법{omitted}Vegetation reinforcement block construction method of incision method

도 1은 본 발명의 시공 일부 단면도1 is a partial cross-sectional view of the construction of the present invention

도 2는 본 발명의 1~2 단계 시공 일부 단면도Figure 2 is a partial cross-sectional view of the first and second stage construction of the present invention

도 3은 본 발명의 3~4 단계 시공 일부 단면도Figure 3 is a partial cross-sectional view of the construction step 3-4 of the present invention

도 4는 본 발명의 5 단계 시공 일부 단면도4 is a partial cross-sectional view of the five-stage construction of the present invention

도 5는 본 발명의 6 단계 시공 일부 단면도5 is a partial cross-sectional view of the six-stage construction of the present invention

도 6은 본 발명의 7~8 단계 시공 일부 단면도Figure 6 is a partial cross-sectional view of the construction step 7-8 of the present invention

도 7은 본 발명의 식생 보강블록 연결부분 일부 확대 단면도Figure 7 is a partially enlarged cross-sectional view of the vegetation reinforcing block connecting portion of the present invention

도 8은 본 발명의 식생 보강블록 분리사시도8 is an exploded perspective view of the vegetation reinforcing block of the present invention

도 9는 본 발명의 식생 보강블록 연결부분 일부 평면 확대도9 is a partially enlarged plan view of the vegetation reinforcing block connecting portion of the present invention

도 10은 본 발명의 식생 보강블록 연결 예시도Figure 10 is an illustration of the vegetation reinforcement block connection of the present invention

도면의 주요부분에대한부호 설명Explanation of symbols for the main parts of the drawings

1: 녹생포 2, 13: 철망1: green algae 2, 13: wire mesh

3: 고정구 4: 철핀3: fixture 4: iron pin

5: 고정편 6: 결합나선공5: fixed piece 6: coupling helix

7: 결합로 8, 23: 관통공7: combined furnace 8, 23: through hole

9: 와이어선 10: 식생 보강블록9: wire 10: vegetation reinforcement block

11: 절단면 12: 자연석11: cutting surface 12: natural stone

14: 고정구 덮개 15: 눈물공14: fixture cover 15: teardrop

16: 눈물파이프 20: 절개지 법면16: Tear Pipe 20: Incision

21: 콘크리트 22: 보울트21: Concrete 22: Bolt

본 발명은 도로변이나 호안의 절개지부분이 무너지지 않고 안전하게 보호되도록하며 풀이나 잔디등이 자랄수 있도록 한 절개지 법면 식생 보강블록 시공공법에 관한 것이다.The present invention relates to a construction method of incision vegetation reinforcement block construction to ensure that the incision portion of the roadside or lakeside is protected without collapse and to grow grass or grass.

종래의 절개지 법면 시공에 있어서는 대부분 절개지부분을 면 고르기 작업을 한 후에 고정구 없이 콘크리트로 만든 블록을 사용하여 단순히 사각 형상으로 연결 시공한후 블록 사이를 복토처리 한 후에 잔디를 이식시키거나 씨앗을 뿌려 다소의 시간이 경과하면서 시공면을 보호하도록 하였다.In the conventional incision surface construction, most of the incisions are selected evenly, and then simply connected to a rectangular shape using blocks made of concrete without fixtures, and then covered with grass, and then transplanted with grass or sown seeds. Over time, the construction surface was protected.

그러나 시공블록의 상단부위 하중이 하단으로 작용하여 하단에 하중이 가중되므로 하단이 부실해지기 쉽고 하절기 우기에는 물이 모여 절개지부분에 하중이 생길경우 이를 견디지 못하고 시공블록의 일부가 튀어나오거나 심 할 경우 블록의 일부가 튀어나와 무너져 내리는 사고가 발생하고 있다.However, since the upper part load of the construction block acts as the lower part and the load is added to the lower part, the lower part is likely to be inconvenient, and in the summer rainy season, when water is collected and the load is generated in the incision part, the part of the construction block protrudes or is severe. Some of the blocks are popping out and crashing.

본 발명은 절개지 법면을 시공하는 식생 보강블록의 연결코너부분 마다 토심 으로 구멍을 뚫어 콘크리트를 타설후 철심을 넣고 보링그라우팅하여 고정구를 이용하여 시공블록을 고정하므로 시공블록에 하중이 가해져도 이탈되지 않고 잘견디며 이를 보강하기 위해 다시 그 상단에 철망을 고정한 것으로 이의 시공 공법을 첨부 도면에 의거 상세히 설명하면 다음과 같다.The present invention drills holes in the connection corners of the vegetation reinforcement block for the construction of the incision method, and after placing concrete, inserts the iron core and bores grouting to fix the construction block by using fasteners, so that even if a load is applied to the construction block, In order to endure and reinforce it again, the wire mesh is fixed to the top thereof. The construction method thereof will be described in detail based on the accompanying drawings.

본 발명은 절개지의 법면(20)이 고르게 평탄 작업한후 시공작업하는 것으로 제 1단계 시공(녹생포 작업)The present invention is the first step construction (green rust cloth work) to the construction work after the flat surface 20 of the incision evenly

먼저 평탄 작업을 한 절개지 법면(20)에 녹생포(1)를 펼쳐 깐다.First, the green alveoli (1) is spread out on the incision surface 20 which has been flattened.

이의 녹생포는 잔디 씨앗이나 다른 식물의 씨앗을 녹생포의 제작 단계에서 이미 매입시켜 만든 것으로 수분이 흡수되는 잔디나 식물의 씨앗이 자연스럽게 자라게 한는 것으로 절개지 법면(20)의 잔토가 밀려나지 않게 한다.Its green algae is made by purchasing the seeds of grass or other plants in the production step of the green algae, so that the seeds of the grass or plant where water is absorbed naturally grow so that the remaining soil of the incision surface 20 is not pushed out.

제 2단계 시공(철망작업)2nd stage construction (wire mesh work)

1단계의 녹생포(1) 작업이 끝나면 다음으로 녹생포(1) 상단에 철망(2)을 녹생포(1)와 동일한 크기로 펼친다.After the work of the green saccharin (1) of the first stage, the wire mesh (2) on the top of the green saccharo (1) is then unfolded to the same size as the green saccha (1).

이 작업은 녹생포(1)의 밀려남을 방지 하는 작업이다.This operation is to prevent the push of the green algae (1).

이러한 2단계 작업이 마무리되면 그 다음 단계로When this two-step process is complete, the next step

제 3단계 시공(토심작업)3rd stage construction (depth work)

절개지 법면(20)에 식생 보강블록(10)이 맞춰지는 위치에 토심으로 일정 깊이로 구멍을 뚫어 콘크리트(21)를 구멍에 타설한다.Drill the hole to a certain depth in depth at the position where the vegetation reinforcement block 10 is fitted to the incision method surface 20 to pour the concrete 21 in the hole.

콘크리트(21)가 굳기전에 다음 작업을 한다.Before the concrete 21 hardens, the following work is performed.

제 4단계 시공(고정구 작업)4th stage construction (fixture work)

콘크리트(21)를 투입한 위치에 고정구(3)의 관통공(8)에 끼운 철핀(4)을 삽입하여 양생한다.The iron pin (4) inserted into the through hole (8) of the fastener (3) in the position where the concrete 21 is put into curing.

이의 고정구(3)는 도 8처럼 결합나선공(6)을 뚫은 고정편(5) 사이에 결합로(7)를 만들고 중앙에 관통공(8)을 뚫어서 된다.The fastener (3) is to make a coupling path (7) between the fixing piece (5) through the coupling spiral hole (6) as shown in Figure 8 is to drill a through hole (8) in the center.

이 작업은 녹생포(1)와 철망(2)을 펼치는 2단계 작업이 끝나면 식생 보강블록(10) 설치 전 단계로 고정구(3)를 식생 보강블록(10)의 길이에 맞는 교차 위치지점에 설치한다.This work is a step before the installation of vegetation reinforcement block (10) after the two-step work to expand the green vein (1) and the wire mesh (2) is installed in the cross position point corresponding to the length of the vegetation reinforcement block (10) do.

제 5단계 시공(식생 보강블록 고정작업)5th stage construction (fixing work of vegetation reinforcement block)

각각의 고정구(3)에 식생 보강블록(10) 안치한다.Vegetation reinforcement block 10 is placed in each fixture (3).

이 단계의 식생 보강블록(10)은 몸체의 단면이 ┴형상으로 고정구(3)의 결합로(7)에 십자형상으로 맞춰 안치하며 도 10처럼 방자형상으로 결합한다.Vegetation reinforcement block 10 of this step is set in the cross-sectional shape of the body in the shape of a cross-shaped to the coupling path 7 of the fixture 3 in the shape of the jaw and combined in a stair shape as shown in FIG.

상기와 같이 고정구(3)에 고정하는 식생 보강블록(10)의 전후에는 와이어선(9)을 매입하며 일측 선단의 양측에 절단면(11)을 만들어 된것이다.As described above, the front and rear of the vegetation reinforcement block 10 to be fixed to the fixture (3) is embedded with a wire wire (9) to make a cutting surface (11) on both sides of one end.

제 6단계 시공(자연석 투입작업)6th stage construction (natural stone input work)

이 공정은 도 10처럼 식생 보강블록(10)의 결합으로 된 방자형 사이의 공간부분에 자연석(12)을 투입하여 공간부분을 체우는 작업으로 자연석(12)을 공간에 채우기 전에 몸체에 다수의 눈물공(15)을 만든 눈물파이프(16)을 절개지 법면(20)에 꼽아 둔다.This process is to insert the natural stone 12 into the space between the magnetic shields of the combination of the vegetation reinforcement block 10 as shown in Fig. The tear pipe (16) made of the ball (15) is placed on the incision surface (20).

제 7단계 시공(철망 고정작업)7th stage construction (fixing of wire mesh)

식생 보강블록(10)이 결합된 방자형 사이 공간부분에 자연석(12)을 투입한 다음 자연석(12)이 외부로 이탈되지 않게 철망(13)을 덮어 고정하는 단계로 식생 보강블록 (10)의 전후에 일체로 매입되어 있는 와이어선(9)으로 철망(13)을 묶어 준다.After the natural stone 12 is inserted into the space between the plant-like reinforcing block 10 to which the vegetation reinforcing block 10 is coupled, the front and rear of the vegetation reinforcing block 10 in a step of covering and fixing the wire mesh 13 so that the natural stone 12 does not escape to the outside. The wire mesh 13 is bundled with the wire wire 9 embedded integrally with the wire.

제 8단계 시공(고정구 덮개작업)8th stage construction (fixture cover work)

마지막 시공단계로 제 7단계의 철망(13) 고정작업이 끝나면 관통공(23)을 뚫은 고정구 덮개(14)를 덮어 각각 보울트(22)로 고정구(3) 고정편(5)의 결합나선공(6)에 나사 결합하여 된 것이다.After the final work of fixing the wire mesh 13 in the seventh step, cover the fastener cover 14 through the through hole 23 and cover the bolts 22 with the combined spiral holes of the fastener 3 and the fixing piece 5 respectively. 6) was screwed on.

이와 같이된 본 발명의 시공방법을 좀더 자세히 설명하면 먼저 절개지 법면(20)을 평탄작업 한 다음 녹생포(1)를 법면(20)에 맞게 골고루 펼쳐 깐 다음 철망(2)을 그 위에 녹생포(1)의 넓이 만큼 동일하게 펼쳐 깐다.When explaining the construction method of the present invention in more detail, first flattening the incision point surface (20) and then spread evenly spreading the rust cloth (1) in accordance with the law surface (20) and then the wire mesh (2) on the rust cloth ( Spread the same as the width of 1).

이의 녹생포(1)는 잔디나 나무 씨앗을 일체로 넣은 상태에서 만든 것으로 수분이 흡수되면 씨앗이 자라게 되는 것으로 절개지가 흘러내림을 방지하여 주고 철망(2)은 녹생포(1)의 흐러내림을 방지하여 준다.Its green vesicle (1) is made in the state of putting the grass or tree seeds integrally, the seeds grow when the moisture is absorbed to prevent the incision to flow down and the wire mesh (2) to prevent the flow of rust vesicles (1) Prevent it.

상기와 같이 녹생포(1)와 철망(2)을 시공한 후 식생 보강블록(10)의 교차 결합지점의 위치에 토심으로 구멍을 뚫고 콘크리트(31)를 구멍에 투입하여 콘크리트(31)에 있는 수분이 어느정도 절개지에 흡수된 상태에서 고정구(3)를 끼운 철핀(4)을 삽입한다.After constructing the rust cloth (1) and the wire mesh (2) as described above, by drilling a hole in the depth of the cross-bonding point of the vegetation reinforcement block 10 and put the concrete 31 into the hole in the concrete 31 Insert the iron pin (4) with the fixture (3) in a state where water is absorbed in the incision to some extent.

고정구(3)를 고정한 상태에서 식생 보강블록(10)을 고정구(3)의 결합로(7)에 각각 얹어 방자형 모양이 되도록 한다.The vegetation reinforcement block 10 is fixed to the coupling path 7 of the fixture 3 in the state of fixing the fixture 3 so as to have a magnetic shield shape.

상기 식생 보강블록(10)을 고정구(3)의 결합로(7)에 얹을 때 십자형태로 한쪽은 식생 보강블록(10) 일측 절단면(11)이 있는 부분이 서로 대향되게 얹고 다른 한쪽은 반대면이 대향되게 얹는 것으로 이때 반대면은 먼저 놓여진 식생 보강블록(10)의 절단면(11) 사이에 맞춰 넣은 상태로 고정한다.When the vegetation reinforcement block 10 is placed on the coupling path 7 of the fixture 3, one side of the vegetation reinforcement block 10 on one side of the cut surface 11 is placed opposite to each other and the other side is opposite. This is placed on the opposite side and the opposite surface is fixed in the state put between the cutting surface 11 of the vegetation reinforcement block 10 placed first.

이와 같이 식생 보강블록(10)이 고정되어진 후에는 눈물공(15)이 있는 눈물파이프(16)를 절개지 법면(20)의 하단부위에 일정깊이로 밖아둔다.After the vegetation reinforcement block 10 is fixed in this way, the tear pipe 16 having the tear hole 15 is left out to a predetermined depth at the lower end of the cut surface 20.

이 눈물파이프(16)는 하절기의 우기 때 많이 발생하는 과다한 물이 절개지 법면(20)에 스며들면 눈물공(15)을 통해 외부로 배출되게 하기위한 것으로 눈물파이프(16)의 일측부분을 삼각형 모양으로 막아 주어 절개지 법면(20)에 삽입시 쉽게 삽입되도록하고 눈물공(15)으로 물이 유입 될 시 토사 유입을 막아주어 절개지 법면의 변형을 방지하였다.The tear pipe 16 is a triangular shape for one side of the tear pipe 16 to be discharged to the outside through the tear hole 15 when excessive water generated in the rainy season of the summer seeps into the incision surface (20). It prevented the deformation of the incision method by preventing the inflow of soil when the water is introduced into the tear hole (15) to prevent insertion into the incision method (20).

그 다음 식생 보강블록(10)이 고정된 사이사이 공간에 자연석(12)을 넣어 모두 채운후 다시 철망(13)으로 시공면을 덮어준다.Then put the natural stone (12) in the space between the vegetation reinforcement block 10 is fixed, and cover the construction surface again with a wire mesh (13).

시공면을 덮은 철망(13)은 다시 식생 보강블록(10)에 매입된 와이어선(9)으로 철망(13)을 모두 묶어 준 다음 고정구 덮개(14)의 관통공(23)을 고정구(3)의 고정편(5)에 만든 결합나선공(6)에 맞춰 보울트(22)로 결합하면 시공이 끝나는 것이다.The wire mesh 13 covering the construction surface is again wired together with the wire mesh 9 embedded in the vegetation reinforcement block 10, and then the through hole 23 of the fixture cover 14 to the fixture 3 When combined with the bolt 22 in accordance with the coupling spiral hole (6) made in the fixing piece (5) of the construction is finished.

이와 같이된 본 발명은 시공이 끝난 상태에서 일정기간이 지나면 녹생포에 있는 씨앗이 올라와 시공면에서 자라면서 녹생포와 절개지 법면을 더욱 튼튼하게 결합하여주는 효과가 있으며 보강블록이 절개지 법면에고정한 고정구가 잡아주므로 해서 이탈됨이 없어 많은량의 물이 시공면으로 흘러내러도 절개지 법면의 자연석이나 흙이 흘러내리지 않는 것으로 보강블록을 방부목재로 사용시에는 자연 친화적으로 주변의 경관과 잘 어울리도록 개발한 시공공법이다.As described above, the present invention has the effect of combining the rust vesicles and the incision surface more firmly as the seeds in the rust sac grows up from the construction surface after a certain period of time in construction, and the reinforcement block is fixed to the incision surface. The natural stone and soil of the incision surface do not flow down even when a large amount of water flows to the construction surface because it is held by the catcher. It is a construction method.

Claims (1)

평탄 작업을 한 절개지 법면(20)에 녹생포(1)를 펼쳐 깔고 녹생포(1) 상단에 철망(2)을 녹생포(1)와 동일한 크기로 펼쳐 깔며, 절개지 법면(1)에 식생 보강블록(10)이 맞춰지는 위치에 토심으로 일정 깊이로 구멍을 뚫어 콘크리트(21)를 구멍에 타설하며 고정구(3)의 관통공(8)에 끼운 철핀(4)을 콘크리트(21)에 삽입하여 양생하며 각각의 고정구(3)에 식생 보강블록(10) 안치시키며 다수의 눈물공(15)을 만든 눈물파이프(16)을 절개지 법면(20)에 꼽은 상태에서 식생 보강블록(10)의 결합으로 된 방자형 사이의 공간부분에 자연석(12)을 투입후 철망(13)을 덮어 식생 보강블록(10)의 전후에 일체로 매입되어 있는 와이어선(9)으로 철망(13)을 묶은후 관통공(23)을 뚫은 고정구 덮개(14)를 고정구(3)와 결합하여 된 절개지 법면 식생 보강블록 시공공법.Spread the green alveoli (1) on the incision surface (20) that has been flattened, spread the wire mesh (2) on the top of the green alveoli (1) to the same size as the green alveoli (1), and reinforce the vegetation on the incision surface (1) Drill the hole to a certain depth in depth at the position where the block 10 is fitted, and cast the concrete 21 into the hole, and insert the iron pin 4 inserted into the through hole 8 of the fixture 3 into the concrete 21. Curing and placing the vegetation reinforcement block 10 in each fixture (3) and the tear pipe (16) made a plurality of tear holes (15) in the state in which the vegetation reinforcement block (10) in the state After inserting natural stone (12) in the space between the magnetic shielding, the wire mesh 13 is covered with a wire wire (9) integrally embedded in front and rear of the vegetation reinforcement block (10), and then the through hole ( 23) Method of construction of incision surface vegetation reinforcement block formed by combining the fixture cover (14) and the fixture (3).
KR1020030033521A 2003-05-22 2003-05-22 Vegetation reinforcement block construction method KR100542729B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2106682A1 (en) 2008-03-31 2009-10-07 KNU-Industry Cooperation Foundation Method and vegetation structure for the early afforestation of unused ground and container for such vegetation structure
KR101277551B1 (en) * 2011-08-02 2013-06-21 덕산그린(주) The stone net structure for protecing slope and the construction method thereof
KR101402121B1 (en) * 2012-01-16 2014-06-03 (주)리버앤텍 Natural stone combination civil structure and this production technique

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KR100543974B1 (en) * 2005-10-06 2006-01-23 한국기술개발 주식회사 Structure to prevent back side department collapse of river levee
CN113789755A (en) * 2021-10-21 2021-12-14 中水东北勘测设计研究有限责任公司 Ecological gabion cell revetment structure and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2106682A1 (en) 2008-03-31 2009-10-07 KNU-Industry Cooperation Foundation Method and vegetation structure for the early afforestation of unused ground and container for such vegetation structure
KR101277551B1 (en) * 2011-08-02 2013-06-21 덕산그린(주) The stone net structure for protecing slope and the construction method thereof
KR101402121B1 (en) * 2012-01-16 2014-06-03 (주)리버앤텍 Natural stone combination civil structure and this production technique

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