KR200259237Y1 - Bank protection block - Google Patents
Bank protection block Download PDFInfo
- Publication number
- KR200259237Y1 KR200259237Y1 KR2020010027532U KR20010027532U KR200259237Y1 KR 200259237 Y1 KR200259237 Y1 KR 200259237Y1 KR 2020010027532 U KR2020010027532 U KR 2020010027532U KR 20010027532 U KR20010027532 U KR 20010027532U KR 200259237 Y1 KR200259237 Y1 KR 200259237Y1
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- South Korea
- Prior art keywords
- block
- front wall
- blue
- vertical
- rear wall
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- Revetment (AREA)
Abstract
본 고안은 해안을 보호하기 위한 호안블럭으로서 해안경사면의 파랑에 의한 세굴유실 등을 방지하고 외관이 미려한 호안블럭으로 포설된 호안을 친수공간으로 제공하기 위하여 해안경사면에 포설하는 호안블럭의 구조에 대한 고안으로 특히, 포설상태가 견고하면서도 파랑 등을 능률적으로 흡수소진시키도록하는 유수실이 구비되는 호안블럭의 구조에 대한 고안이다.The present invention is a raft block to protect the coast, and to prevent the scour loss caused by the blue of the coast sloping surface, and to provide a hydrophilic shelter installed as a sheltered rake block as a hydrophilic space, In particular, it is a devise for the structure of the raft block is provided with a running water chamber so as to efficiently absorb and exhaust the blue, etc. while the installation state is solid.
Description
본 고안은 해안의 바다와 연한경사면을 피복하여 파랑에 의한 경사면의 토사의 세굴붕괴, 유실 등을 방지하고 미려한 외관을 나타내기 위하여 사용하는 해안경사면 피복블럭의 구조에 대한 고안으로써, 특히 호안블럭 정면쪽으로 2개의 수직정면벽을 일정한 거리로 이격하여 소정의 공간부를 구비하도록하여 유수실이 되도록하므로써, 파랑을 보다 용이하게 소파흡수되게함과 아울러, 파랑의 소파와 호안블럭이 경사면의 토양에 매입고정되게하므로써 호안의 구조가 견고하도록한 고안인 바, 종래 해안가의 경사면은 자연상태의 경사면에 입도가 큰 사석을 피복석으로 포설하거나 소정크기의 돌망태를 포설하는 정도로 해안의 경사면을 보호하여 왔다.The present invention is to devise the structure of the coastal slope covering block used to cover the sea and the soft sloped surface of the coast and to prevent the sedimentation and loss of sediment on the sloped surface due to the blue and to show the beautiful appearance. The two vertical front walls are spaced apart by a certain distance to provide a predetermined space so that the flowing water can be absorbed, so that the blue sofa and the lake block can be embedded in the soil of the slope. It is designed to make the structure of the lake shore firmly, and the conventional coastal incline has protected the inclined surface of the coast to the extent of laying a large-grained granite as a covering stone or laying a gabion of a predetermined size.
종래 일반적으로 해안의 경사면을 파랑, 태풍 등으로 부터 보호하기 위한 보호공으로 입도가 큰 잡석 등이나 사석돌망태 등으로 피복하였으므로 주변경관과 조화 되지 않을뿐아니라 견고성에서도 미흡하여 태풍 등이 래습할시에는 해안경사면의 대량유실사태가 발생하는 일이 빈번하여 보다 견고하면서도 미관이 아름답고 파랑을 소파하는 능률이 높은 호안블럭의 필요성이 대두되고 있는 실정이다.Conventionally, it is a protective ball for protecting the slope of the coast from blue, typhoon, etc., so it is not covered with the surrounding landscape and it is not compatible with the surrounding landscape. As the mass loss of the slope frequently occurs, there is a need for a more stable, beautiful aesthetic and efficient blue eye block.
도 1은 본 고안상으로 실시되는 호안블럭으로 호안을 피복한 상태 횡단면도1 is a cross-sectional view of the state covered with the lanyard with a lanyard block implemented according to the present invention
도 2는 본 고안상으로 실시되는 단위호안블럭의 사시도2 is a perspective view of a unit protection eye block implemented according to the present invention
도 3은 본 고안상으로 실시되는 단위호안블럭을 조적하였을시의 호안 부분정면도Figure 3 is a partial frontal view of the relief when the unit relief eye block implemented according to the present invention
도 4는 본 고안상으로 실시되는 단위호안블럭에서 파랑이 진입 소파되는 상태를 나타낸 단위호안블럭 횡단면 확대도Figure 4 is an enlarged cross-sectional view of the unit relief eye block showing a state in which the blue wave entering the sofa in the unit relief eye block implemented according to the present invention
(도면의 주요부분에 대한 부호설명)(Code description of main parts of drawing)
R. 해안경사면 B. 호안블럭R. Coastal Slope B. Hoan Block
1. 전면벽 10. '十'자형 돌출간 11. 8면 수직지주1.Front wall 10. '12' shaped protrusions 11. 8 vertical vertical supports
12. 지간 13. 8면 돌출부 14, 21. 통수공 15. 8면 연결지주12. Span 13. 8 side projection 14, 21. Water hole 15. 8 side connection column
20. 배면벽 22. 숫키 23. 암키 24,24a. 수직격벽20. Rear wall 22. Male 23. Amki 24, 24a. Vertical bulkhead
30. 유수실30. Runner Room
본 고안은 상기와 같은 종래 호안구조의 문제점을 해결하고자 안출한 고안으로써, 본 고안상으로 실시되는 단위호안블럭의 구조를 첨부한 도면에 의거하여 상술하면 다음과 같다.The present invention is devised to solve the problems of the conventional relief eye structure as described above, when described in detail based on the accompanying drawings the structure of the unit relief eye block implemented according to the present invention.
해안경사면(R)에 피복하여 해안경사면의 토사 유실 등을 방지하는 호안블럭 (B)의 구조를 구성함에 있어서, 소정크기의 정방형으로 되고, 소정두께를 가진 전면벽(1)에 다수개(도면상으로 4개)의 '十'자형 돌출간(10)을 소정높이로 돌설하되각 '十'자형 돌출간은 대략 8면을 가지는 수직지주(11)가 돌설되게하고 이 수직지주(11) 4면에는 '十'자형으로 배치연설되는 4개의 지간(12)이 소정길이로 연설되게 돌설하고 4개의 지간 높이보다 수직지주(11)의 높이를 약각 높게 8면 돌출부(13)를 형성되게 돌설하며 이러한, 수직지주(11)가 돌설된 전면벽(1)에는 소정직경의 통수공(14)을 천설하고 이러한 전면벽(1) 배면측에는 전면벽(1)과 소정거리로 이격하여 4개의 8면 연결지주(15)로 연설되는 배면벽(20)을 구비하므로써 이 전면벽(1)과 배면벽(20) 사이공간부가 유수실(30) 역할을 하게하고 이 배면벽(20)에는 전면벽(1)의 통수공(14) 위치와 동일하고 통수공(14)보다 다소 작은 직경의 통수공(21)을 천설하며, 이러한 배면벽(20)의 배면에는 상,하단면중도부에 각각 숫키(22)와 암키(23)가 형성된 2개의 수직격벽(24)(24a)을 일정한 길이로 연설하여서 본 고안상으로 실시되는 단위호안블럭(13)의 구조가 구성된다.In constructing the structure of the rake block B which coats the coastal inclined surface R and prevents soil loss of the coastal inclined surface, etc., it becomes square in a predetermined magnitude | size and has many in the front wall 1 with a predetermined thickness (drawings). 4) the 't' shaped protrusions 10 protrude to a predetermined height, and each of the 't' shaped protrusions has a vertical support 11 having approximately eight planes. On the surface, four intervals 12 arranged in a 'twist' shape are protruded to have a predetermined length, and the heights of the vertical supports 11 are slightly higher than the heights of the four intervals. In the front wall 1 in which the vertical support 11 is protruding, a water hole 14 having a predetermined diameter is laid in the front wall 1, and the rear surface of the front wall 1 is spaced apart from the front wall 1 at a predetermined distance from four eight surfaces. The space between the front wall (1) and the back wall (20) is provided by the back wall (20) which is spoken to the connecting column (15). The back wall 20 is laid with a hole 21 having a diameter that is the same as the position of the hole 14 of the front wall 1 and is somewhat smaller than that of the hole 14. On the back of the unit), the vertical reinforcing block 13, which is implemented according to the present invention, is a vertical length of two vertical bulkheads 24 and 24a having male keys 22 and female keys 23 formed at upper and lower cross-sections, respectively. ) Is constructed.
상기와 같이 구성된 본 고안상으로 실시되는 호안블럭(B)은 전면벽(1)에 다수개의 '十'자형 돌출간(10)이 돌설되어 있고, 이 각 '十'자형 돌출간(10)에 '十'자형으로 연설된 4개의 각 지간(12)들에 의하여 파랑이 부딛히면서 파력이 약화되는 한편, 전면벽(1)에 천설된 통수공(14)을 통하여 호안블럭(B)을 구성하는 전면벽(1)과 배면벽(20) 사이 공간부가 유수실(30) 역할을 하므로써 이 유수실(30)로 진입한 파랑 또한 파력이 소진되고 이 파력이 소진된 유수는 배면벽(20)에 천설된 통수공(21)을 통하여 지중으로 흡수되므로써 파랑의 소파효율이 높으며 이러한 호안블럭은 배면벽(20) 배면에 형성되어 있는 수직격벽(24)(24a)이 지중에 견고하게 매입고정되므로 호안의 유실, 붕괴 등의 문제가 해결된다.In the design of the present invention, as described above, the revetment block (B) has a plurality of 'twist' protrusions 10 protruding from the front wall 1, and each of the 'twist' protrusions 10. Waves are weakened as the blue waves are struck by each of the four sections 12 in the form of a 'double' shape, and a raft block B is formed through a hole 14 installed in the front wall 1. As the space portion between the front wall 1 and the rear wall 20 serves as the oil and water room 30, the blue water entering the oil and water room 30 is also depleted and the drained water is exhausted from the back wall 20. The blue sofa efficiency is high by being absorbed into the ground through the air hole 21 installed in the ground. Such a lake block has a vertical bulkhead 24 and 24a formed on the rear wall 20 so that it is firmly embedded in the ground. Problems such as the loss and collapse of the lakeside will be solved.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020010027532U KR200259237Y1 (en) | 2001-09-08 | 2001-09-08 | Bank protection block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020010027532U KR200259237Y1 (en) | 2001-09-08 | 2001-09-08 | Bank protection block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200259237Y1 true KR200259237Y1 (en) | 2002-01-09 |
Family
ID=73108439
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020010027532U KR200259237Y1 (en) | 2001-09-08 | 2001-09-08 | Bank protection block |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200259237Y1 (en) |
-
2001
- 2001-09-08 KR KR2020010027532U patent/KR200259237Y1/en not_active IP Right Cessation
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|---|---|---|---|
| REGI | Registration of establishment | ||
| T201 | Request for technology evaluation of utility model | ||
| T701 | Written decision to grant on technology evaluation | ||
| FPAY | Annual fee payment |
Payment date: 20020916 Year of fee payment: 3 |
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| LAPS | Lapse due to unpaid annual fee |