KR200388831Y1 - Vegetation shore protection block - Google Patents

Vegetation shore protection block Download PDF

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Publication number
KR200388831Y1
KR200388831Y1 KR20-2005-0010740U KR20050010740U KR200388831Y1 KR 200388831 Y1 KR200388831 Y1 KR 200388831Y1 KR 20050010740 U KR20050010740 U KR 20050010740U KR 200388831 Y1 KR200388831 Y1 KR 200388831Y1
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South Korea
Prior art keywords
vegetation
block
mountain
flow rate
soil
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KR20-2005-0010740U
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Korean (ko)
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이종봉
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진흥콘크리트(주)
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Priority to KR20-2005-0010740U priority Critical patent/KR200388831Y1/en
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    • 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
    • E02B3/129—Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
    • 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
    • E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • 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
    • E02B3/16—Sealings or joints
    • 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
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Inorganic Chemistry (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Revetment (AREA)

Abstract

본 고안은 하천의 제방이나 저수지, 절개지 등의 경사면에 시공하여 토사가 유실되는 것을 방지하는 식생호안블록에 관한 것으로서, 더욱 상세하게는 식생호안블록을 장방형으로 구성하면서 내구성을 향상시키고, 우천시 빗물이 모여서 흘러내려갈 때 유속이 점점 더 빨라지는 것을 방지할 수 있게 구성하여 빗물에 의해서 경사면에 토사가 유실되지 않도록 구성된 식생호안블록을 제공하려는 것이다.The present invention relates to a vegetation relief block that prevents the loss of soil by installing on slopes such as river banks, reservoirs, and incisions. More specifically, the vegetation relief block has a rectangular shape and improves durability. It is intended to provide a vegetation protection block that is configured to prevent the flow rate getting faster and faster when gathered and flowed down so that the soil is not lost on the slope by the rainwater.

상기 목적을 달성하기 위한 본 고안의 식생호안블록은 하부에 포라스콘크리트와 상부에 일반콘크리트로 구성하면서 가로 2미터, 세로 1미터의 크기로 구성하고 내부에 철골조를 매립시키고, 특히 일반콘크리트로 된 상부에는 빗물이 흘러내려갈 때 오르막을 올라가는 작용이 반복되게 하여 유속이 빨라지는 것을 방지할 수 있도록 식생호안블록의 가운데는 낮게 골(4)을 형성하고, 양쪽으로 높게 산(5)(6)을 형성하는데, 특히 한쪽 산은 완만한 경사를 다른 한쪽 산은 급경사가 되도록 구성된 것으로서, 이러한 본 고안은 우천시 빗물이 모여서 하천의 제방이나 저수지, 절개지 등의 경사면으로 흘러내릴 때 시공된 식생호안블록의 산과 골을 반복해서 흘러내려가기 때문에 유속이 빨라지면서 토사가 유실되는 것을 방지하여 잔디나 자생식물의 지속적인 유지를 할 수 있게 하며,Vegetation protection block of the present invention for achieving the above object is composed of the concrete concrete at the bottom and the general concrete at the top, consisting of a width of 2 meters, length of 1 meter and embeds the steel frame inside, especially the top of the general concrete In the middle of the vegetation lake block, the valley (4) is formed low, and the mountain (5) (6) is formed high on both sides so that rain flows up and down, and the flow rate is repeated. Particularly, one mountain is configured to have a gentle slope and the other mountain is to be steeply inclined. The present invention repeats the mountains and valleys of a vegetation lake block constructed when rainwater gathers during rainy weather and flows down the slopes of river embankments, reservoirs, and incisions. This is because the flow rate is faster, which prevents the soil from being lost as the flow rate increases, so that the grass or the native plant And if able to,

또, 식생호안블록을 장방형으로 구성하여 개별적인 무게와 내구성을 향상시켰기 때문에 홍수 등의 급물살에 효과적으로 대응하여 호안블록이 이완되거나 유실되는 폐단을 방지하는 효과가 있다. In addition, since the vegetation protection block has a rectangular shape to improve the individual weight and durability, it is effective in preventing flooding of the relief block or loosening by effectively responding to flooding such as flooding.

Description

식생호안블록{Vegetation shore protection block}Vegetation shore protection block

본 고안은 하천의 제방이나 저수지, 절개지 등의 경사면에 시공하여 토사가 유실되는 것을 방지하는 식생호안블록에 관한 것으로서, 더욱 상세하게는 식생호안블록을 장방형으로 구성하면서 내구성을 향상시키고, 우천시 빗물이 모여서 흘러내려갈 때 유속이 점점 더 빨라지는 것을 방지할 수 있게 구성하여 빗물에 의해서 경사면에 토사가 유실되지 않도록 구성된 식생호안블록에 관한 것이다.The present invention relates to a vegetation relief block that prevents the loss of soil by installing on slopes such as river banks, reservoirs, and incisions. More specifically, the vegetation relief block has a rectangular shape and improves durability. The present invention relates to a vegetation protection block that is configured to prevent the flow rate from getting faster and faster when gathered and flowed down so that soil is not lost on the slope by rainwater.

주지하는 바와 같이 하천의 제방이나 저수지, 절개지 등의 경사면에 식생공간을 마련하고 토사의 유실을 방지하기 위하여 식생호안블록을 사용하고 있다.As is well known, vegetation protection blocks are used to provide vegetation spaces on slopes of river banks, reservoirs, and incisions, and to prevent loss of soil.

종래 상기와 같은 식생호안블록은 상부에 요철이 거의 없거나 매우 약하게 형성되어 있기 때문에 우천시에 빗물이 흘러내려갈 때 유속이 점점 더 빨라지게 될 수밖에 없다.Conventionally, since the vegetation protection block as described above has little or no irregularities at the top, the velocity of the vegetation is getting faster and faster when rainwater flows in rainy weather.

그러면 토사가 쓸려내려가는 현상이 심화될 수밖에 없기 때문에 토사와 식생호안블록의 유실이 극심하였다.Then, the loss of soil and vegetation protection block was severe because the soil was washed out.

상기와 같은 결과는 식생호안블록이 빗물이 흘러내려갈 때 빨라지는 유속을 저지하지 못하고, 또 식생호안블록의 크기가 가로 세로 각 1미터로 가볍기 때문에 경사면에 시공되었던 식생호안블록이 위치를 이탈하거나 유실되는 결과로 이어졌고, 그로 인하여 식생호안블록을 수시로 복구를 해야 하는 등 식생호안블록이 구조적인으로 단점이 있었다.The above results indicate that the vegetation relief block does not stop the flow velocity when rainwater flows down, and because the size of the vegetation relief block is 1 meter in width and width, the vegetation relief block that has been constructed on the slope is out of position or lost. As a result, the vegetation relief block has a structural disadvantage, such as the need to recover the vegetation relief block from time to time.

상기와 같은 단점을 해결하기 위하여 식생호안블록을 구성하는 단위블록들 중에 가운데 있는 단위블록을 높게 형성한 개량된 식생호안블록이 있다.In order to solve the above disadvantages, there is an improved vegetation relief block having a high unit block among the unit blocks constituting the vegetation relief block.

그러나 이러한 구성의 식생호안블록은 도 5에서 보는 바와 같이 완만한 곡선형태가 아니고, 가운데 형성된 단위블록(100)이 수직에 가까운 돌출형으로 형성하였기 때문에 빗물이 흘러가다 돌출된 단위블록(100)에 부딪치게 되면 단위블록을 넘지못하고 그 옆에 있는 틈새로 흘러가게 된다.However, the vegetation protection block of such a configuration is not a gentle curve as shown in Figure 5, because the unit block 100 formed in the middle is formed in a protruding shape close to the vertical rainwater flows to the protruding unit block 100 When it hits, it does not cross the unit block and flows to the gap next to it.

그리고, 그 다음 식생호안블록에서도 돌출된 단위블록쪽으로 빗물이 이동하지 하지 못하고, 계속해서 틈새로 흘러가는 현상이 생기기 때문에 오히려 틈새에 있는 흙을 쓸어내려가는 현상이 심화되면서 식생하고 있는 잔디나 자생식물이 유실되는 문제점이 있었다.In addition, since rainwater does not move to the protruding unit block in the vegetation lake block, it continues to flow into the gap, so that the soil or vegetation of vegetation is intensified by sweeping away the soil in the gap. There was a problem missing.

상기한 문제점을 해결하기 위한 본 고안의 식생호안블록은 하천의 제방이나 저수지, 절개지 등의 경사면에 시공하여 우천시 빗물이 흘러내릴 때 유속이 빨라지면서 토사가 유실되는 것을 방지하여 잔디나 자생식물의 지속적인 생육을 가능케 하며, 또 식생호안블록의 1개당 무게도 종래 식생호안블록에 2배가 되게 하여 경사면을 보호하는 효과를 한층 더 높일 수 있고, 급물살에 효과적으로 대응하여 호안블록이 이완되거나는 유실되는 것을 방지할 수 있는 식생호안블록을 제공하는데 소기의 목적하는 바가 있다.The vegetation protection block of the present invention for solving the above problems is installed on the slopes of river banks, reservoirs, incisions, etc. to prevent the loss of soil and the loss of earth and sand when rainwater flows during rainy weather, so that the grass or native plants It also enables growth and doubles the weight of each vegetation relief block to double the conventional vegetation relief block, further increasing the effect of protecting the slope, and preventing the relief block from being loosened or lost by effectively responding to the water supply. There is a desire to provide a vegetation protection block.

상기 목적을 달성하기 위한 본 고안의 식생호안블록은 하부에 포라스콘크리트와 상부에 일반콘크리트로 구성하면서 가로 2미터, 세로 1미터의 크기로 구성하고 내부에 철골조를 매립시키고, 특히 일반콘크리트로 된 상부에는 빗물이 흘러내려갈 때 오르막을 올라가는 작용이 반복되게 하여 유속이 빨라지는 것을 방지할 수 있도록 식생호안블록의 가운데는 낮게 골을 형성하고, 양쪽으로 높게 산을 형성하는데, 특히 한쪽 산은 완만한 경사를 다른 한쪽 산은 급경사가 되도록 구성된 것으로서, 이하 첨부된 도면과 관련하여 상세하게 설명하면 다음과 같다.Vegetation protection block of the present invention for achieving the above object is composed of the concrete concrete at the bottom and the general concrete at the top, consisting of a width of 2 meters, length of 1 meter and embeds the steel frame inside, especially the top of the general concrete In the middle of the vegetation lake block, valleys are formed low, and mountains are formed high on both sides, so that the uphill is repeated when rainwater flows down to prevent the flow velocity. The other mountain is configured to have a steep slope, which will be described below in detail with reference to the accompanying drawings.

도 1은 본 고안의 전체구성을 보인 사시도, 도 2는 본 고안에 적용된 철골조를 보인 예시도, 도 3은 본 고안에 의한 블록의 측면도, 도 4는 본 고안의 사용상태를 보인 예시도이다.1 is a perspective view showing the overall configuration of the present invention, Figure 2 is an exemplary view showing a steel frame applied to the present invention, Figure 3 is a side view of the block according to the present invention, Figure 4 is an exemplary view showing a state of use of the present invention.

본 고안의 식생호안블록은 가로 1미터 세로 2미터로 구성되는데, 하부는 포라스콘크리트층(1)으로 형성되고, 그 상부는 일반콘크리트층(2)으로 형성하여 내부에 각 코너에 고리(30)가 형성된 철골조(3)를 매립하며,Vegetation protection block of the present invention is composed of 1 meter long and 2 meters wide, the lower portion is formed of a concrete concrete layer (1), the upper portion is formed of a general concrete layer (2) ring 30 in each corner therein Embedded steel frame (3) is formed,

상기 식생호안블록의 상면은 가운데부분을 낮게 골(4)을 하고, 양쪽으로 높게 산(5)(6)을 형성하는데, 한쪽 산(5)은 빗물이 내려갈 때 서서히 내려갈 수 있도록 완만한 경사가 되도록 구성하고, 다른 한쪽은 산(6)은 빗물이 올라갈 때 유속이 떨어지도록 하기 위하여 급경사가 되도록 구성하였다.The upper surface of the vegetation lake block has a low valley (4) in the middle portion, and forms a mountain (5) (6) high on both sides, one of the mountains (5) has a gentle slope so that it can be lowered slowly when the rainwater goes down On the other side, the mountain (6) is configured to be steep in order to make the flow rate drop when the rainwater rises.

도면의 미설명부호 50은 식생공간, 51은 식재, 52는 경사면을 표시한 것이다.In the drawings, reference numeral 50 denotes a vegetation space, 51 denotes a planting material, and 52 denotes an inclined surface.

상기와 같이 구성된 본 고안의 식생호안블록은에 대한 작용을 상세하게 설명하면 다음과 같다.The vegetation protection block of the present invention configured as described above will be described in detail as follows.

본 고안의 식생호안블록은 하천의 제방이나 저수지, 절개지 등의 경사면(52)에 시공하여 토사가 유실되는 것을 방지하는 사용한다.The vegetation protection block of the present invention is used to prevent the loss of soil by installing on the inclined surface 52, such as river banks, reservoirs, incisions and the like.

상기와 같이 하기 위하여 식생호안블록을 시공할 때 빗물이 모여서 흐르는 방향과 식생호안블록의 가운데부분에 형성된 골(4)의 방향이 직각 또는 직각에 가깝게 시공해야 하고, 또 골(4)의 양쪽에 형성된 산(5)(6)들 중에 완만한 경사를 갖는 산(5)쪽이 빗물과 먼저 접촉하도록 방향을 설정하여 도 4에서 보는 바와 같이 것이 급경사를 갖는 산(6)과 다음에 완만한 경사를 갖는 산(5)이 반복되도록 식생호안블록들을 설치해야 고안에서 요구되는 작용 및 효과를 한 층 더 높일 수 있는 것이다.In order to do the above, when the vegetation relief block is constructed, the direction where rainwater gathers and the direction of the bone 4 formed at the center of the vegetation relief block should be installed at right angles or near to right angles. Among the mountains (5) and (6) formed, the mountain (5) with a gentle slope is set in a direction so as to contact the rainwater first, so that the steep slope (6) and the next gentle slope as shown in FIG. The acid (5) having a repeating vegetation protection block should be installed to further enhance the action and effect required in the design.

이렇게 시공하여 그 작용을 살펴보면, 빗물이 모여서 흘러내려가면 식생호안블록의 상면을 구성하는 산(5)과 골(4)과 다시 산(6)을 넘게 되는데, 먼저 완만한 경사로 되어 있는 산(5)쪽에서 빗물이 흘러 내려가게 되므로 빗물이 서서히 내려갈 수 있어 유속이 빨라지는 것을 방지할 수 있고, 이렇게 서서히 내려온 빗물은 그 다음에는 급경사로 되어 있는 산(6)을 올라가는 형국이 되므로 유속이 떨어지게 되는 것이며, 이러한 과정을 반복하여 빗물이 흘러내려감으로 유속이 가속도를 받지 않고 흘러내려갈 수 있는 것이다.If you look at the construction work like this, when the rainwater gathers and flows down the mountain (5) and valleys (4) and the mountain (6) that make up the upper surface of the vegetation lakes, blocks, first, the mountain with a gentle slope (5) Rainwater flows down from) so that the rainwater can slowly go down to prevent the flow rate from accelerating, and the rainwater that slowly descends then becomes a shape that goes up a steep mountain (6). By repeating this process, the rainwater flows down without the acceleration.

그리고 본 고안은 가로 1미터 세로 2미터로 장방형으로 구성되어 있기 때문에 일반적으로 사용하는 가로세로 1미터 크기에 비하여 중량이 많이 나가 경사면이 부분적으로 유실되더라도 식생호안블록이 떠내려가지 않게 되고 시공시에도 동일면적으로 시공할 때 빠르게 시공할 수 있다.And since the present design is composed of a rectangle of 1 meter in width and 2 meters in width, the vegetation protection block does not float even when the slope is partially lost due to the heavy weight compared to the size of 1 meter in width. When constructing by area, it can be installed quickly.

상기와 같은 본 고안은 우천시 빗물이 모여서 하천의 제방이나 저수지, 절개지 등의 경사면으로 흘러내릴 때 시공된 식생호안블록의 산과 골을 반복해서 흘러내려가기 때문에 유속이 빨라지는것과 토사가 유실되는 것을 방지하여 잔디나 자생식물의 지속적인 생존으로 친환경적인 효과를 얻을 수 있으며,The present invention as described above, because the rainwater gathers during rainy weather and flows down the slopes of river banks, reservoirs, incisions, etc., because it repeatedly flows down the mountains and valleys of the constructed vegetation lakes and blocks, preventing the flow of soil and the loss of soil. By the continuous survival of grass or native plants can be obtained an eco-friendly effect,

또, 식생호안블록을 장방형으로 구성하여 개별적인 무게와 내구성을 향상시켰기 때문에 홍수 등의 급물살에 효과적으로 대응하여 호안블록이 이완되거나 유실되는 폐단을 방지하는 효과가 있다.In addition, since the vegetation protection block has a rectangular shape to improve the individual weight and durability, it is effective in preventing flooding of the relief block or loosening by effectively responding to flooding such as flooding.

도 1은 본 고안의 전체구성을 보인 사시도1 is a perspective view showing the overall configuration of the present invention

도 2는 본 고안에 적용된 철골조를 보인 예시도Figure 2 is an exemplary view showing the steel frame applied to the present invention

도 3은 본 고안에 의한 식생호안블록의 측면도Figure 3 is a side view of the vegetation relief block according to the present invention

도 4는 본 고안의 사용상태를 보인 예시도4 is an exemplary view showing a state of use of the present invention

도 5는 종래 식생호안블록의 사용상태도5 is a state diagram used in the conventional vegetation protection eye block

*** 도면의 주요부분에 대한 부호설명 ****** Explanation of main parts of drawing ***

1: 포라스콘크리트층1: porous concrete layer

2: 일반콘크리트층2: general concrete layer

3: 철골조3: steel frame

4: 골4: goal

5:6: 산5: 6: acid

30: 고리30: ring

Claims (1)

하부는 포라스콘크리트층(1)으로 형성되고, 그 상부는 일반콘크리트층(2)으로 형성하여 식생호안블록을 제조함에 있어서,In the lower part is formed of the concrete concrete layer (1), the upper part is formed of the general concrete layer (2) in the manufacture of vegetation relief block, 식생호안블록은 가로 1미터 세로 2미터로 구성하며, 식생호안블록의 상면은 가운데부분을 낮게 골(4)을 하고, 양쪽으로 높게 산을 형성하되, 한쪽 산(5)은 빗물이 내려갈 때 서서히 내려갈 수 있도록 완만한 경사가 되도록 구성하고, 다른 한쪽은 산(6)은 빗물이 올라갈 때 유속을 떨어지도록 하기 위하여 급경사가 되도록 구성한 것을 특징으로 하는 식생호안블록.The vegetation coral reef block is composed of 1 meter long and 2 meters wide. The top surface of the vegetation coral reef block has a low valley (4) at the center and a high mountain at both sides, but one mountain (5) is gradually formed when the rainwater goes down. It is configured to be a gentle slope so as to go down, the other side of the mountain (6) vegetation protection block, characterized in that configured to be a steep slope so as to drop the flow rate when the rain water rises.
KR20-2005-0010740U 2005-04-19 2005-04-19 Vegetation shore protection block KR200388831Y1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100669115B1 (en) 2005-06-22 2007-01-15 주식회사 라스아이티에스 Vegetation Bank Protection Block and Method of Manufacturing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100669115B1 (en) 2005-06-22 2007-01-15 주식회사 라스아이티에스 Vegetation Bank Protection Block and Method of Manufacturing

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