KR200310122Y1 - Seawater exchange breakwater by overflow - Google Patents
Seawater exchange breakwater by overflow Download PDFInfo
- Publication number
- KR200310122Y1 KR200310122Y1 KR20-2002-0036496U KR20020036496U KR200310122Y1 KR 200310122 Y1 KR200310122 Y1 KR 200310122Y1 KR 20020036496 U KR20020036496 U KR 20020036496U KR 200310122 Y1 KR200310122 Y1 KR 200310122Y1
- Authority
- KR
- South Korea
- Prior art keywords
- hollow block
- unit hollow
- breakwater
- block
- sea
- Prior art date
Links
- 239000013535 sea water Substances 0.000 title claims abstract description 22
- 239000004575 stone Substances 0.000 claims description 10
- 241001455273 Tetrapoda Species 0.000 claims description 6
- 230000002265 prevention Effects 0.000 claims description 5
- 230000003068 static effect Effects 0.000 claims description 2
- 238000005192 partition Methods 0.000 claims 2
- 238000005266 casting Methods 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B2201/00—Devices, constructional details or methods of hydraulic engineering not otherwise provided for
- E02B2201/50—Devices for sequentially discharging constant liquid quantities, e.g. into different irrigation channels
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
본 고안은 방파제의 구조에 대한 고안으로서 높은 파고의 파랑일 경우 방파제체를 월유하도록 하여 월유된 해수가 방파제 내해측으로 내해의 해수 정온을 유지하는 상태로 유입될 수 있는 구조의 방파제에 대한 고안으로, 특히 파랑이 4중으로 소파 되도록 하므로써 내해의 정온이 확실하게 유지 되게 하면서도 내해와 외해의 해수가 교환되어 내해의 해수 수질을 청정한 상태로 유지될 수 있도록 한 고안에 대한 것이다.The present invention is a devise for the structure of the breakwater structure is to devise a breakwater in the case of high wave digging the breakwater body so that the excess seawater can flow into the breakwater inland state to maintain the seawater temperature of the breakwater, In particular, it is designed to maintain the clean water quality of the inland sea by exchanging the seawater of the inland sea and the offshore sea while ensuring the constant temperature of the inland sea by ensuring that the sofa is quadrupled.
Description
본 고안은 방파제의 구조에 대한 고안으로서, 특히 파랑이 방파제체를 월류하도록하여 월류된 해수가 방파제 내해측으로 유입될 수 있는 구조의 방파제에 대한 고안인 바, 방파제는 외해로부터 밀려오는 파랑을 차단하므로써 내해에 정박하고 있는 선박을 안전하게 보호하고 부두시설물 또한 파랑으로부터 보호할 수 있도록 구축하는 항만의 기본시설물인 바, 일반적인 방파제(BW)의 구조는 해저면(1) 상면에 일정한 폭과 높이로 되는 사석(2)기초단(3) 상면에 캡콘크리트(14)를 소정높이로 타설 양생하고 사석기초단(3)의 외해측 경사면에 테트라포드(40)와 같은 소파블럭을 정적 또는 난적한 구조로 되어 있어 방파제가 외해로부터 밀려오는 파랑을 차단하여 내해 해수면의 정온을 유지하는 이점이 있는 반면, 그러나 외해의 해수와 내해의 해수가 교환되지 못하여 내해의 해수는 정체되게 된다.The present invention is a devise for the structure of the breakwater, in particular, a wave breakwater designed to allow the wave to flow over the breakwater, so that the overflowed seawater can flow into the breakwater. It is a basic facility of a port that protects ships anchored in the inland sea and protects the pier facilities from blue. The structure of general breakwater (BW) has a certain width and height on the top of the sea bottom (1). (2) Curing the cap concrete 14 on the upper surface of the foundation stage 3 to a certain height, and the sofa block such as tetrapod 40 on the outer sea side slope of the dead stone foundation stage 3 has a static or dense structure. While the breakwater has the advantage of keeping the sea surface calm by blocking the waves coming from the open sea, the seawater in the open sea and the inland sea are not exchanged. Because of this, seawater in the Inland Sea is stagnant.
상기와 같이 방파제는 외해로부터 밀려오는 파랑을 근해에서 차단하므로 내해의 해수면 정온은 유지할 수 있으나 그로인해 내해의 해수가 정체되고 육지로부터 유입되는 오수와 혼합되면서 해수의 부영양화로 인하여 수질이 악화 오염되는 문제점이 야기되고 이를 해결하기 위하여 여러가지 구조의 해수가 교환되면서도 파랑을 차단하는 기능을 가지는 방파제의 제체구조들이 제시되고 있는데, 본 고안 출원인은 본 고안 출원전에 상기 수질악화를 해결하기 위한 방파제체구조를 안출하여 실용신안등록번호 제 284989 호 "월유에 의한 해수교환 방파제"라는 명칭으로 실용신안을 선등록한 바 있으나 본 출원인의 선등록고안은 비교적 파고가 낮은 지역에 적용되도록 구조가 구성되어 있어 높은 파고의 파랑이 밀려오는 지역에는 적용이 곤란하였다.As described above, the breakwater blocks the waves coming from the open sea in the offshore, so that the sea surface temperature of the inland sea can be maintained, but the seawater in the inland sea is stagnant and mixed with the sewage flowing from the land. In order to solve this problem, the structure of the breakwater having a function of blocking the wave while exchanging seawater of various structures has been proposed, and the applicant of the present invention devises a breakwater structure for solving the water degradation before the present application. However, Utility Model Registration No. 284989, "Priority Model Seawall Exchange Breakwater," had previously registered a utility model, but the applicant's pre-registration proposal had a structure designed to be applied to areas with relatively low crest, so it was a blue wave of high crest. It was difficult to apply in this overcrowded area.
도1은 종래 일반적인 해수 월유(越流) 방파제체의 횡단면도.1 is a cross-sectional view of a conventional general seawater sea oil breakwater.
도2는 본 고안상으로 실시구성되는 월유에 의한 해수교환 방파제체의 일부 분리사시도.Figure 2 is a partially separated perspective view of the seawater exchange breakwater body by moon oil constituted by the present invention.
도3은 도2에서의 A-A'선 단면도.FIG. 3 is a cross-sectional view along the line AA ′ in FIG. 2; FIG.
<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>
BW. 해수교환 방파제 1. 해저면 2, 2a. 사석BW. Seawater Breakwater 1. Seabed 2, 2a. riprap
3. 기초단 10. 단위중공블럭 10a. 단위중공블럭 전면벽3. Foundation stage 10. Unit hollow block 10a. Unit Hollow Block Front Wall
10b. 배면벽 11, 11a. 좌ㆍ우측벽 11b. 중도격벽10b. Rear wall 11, 11a. Left and Right Walls 11b. Middle bulkhead
12. 내부공간 13. 사석유실방지블럭 14. 캡콘크리트12. Internal space 13. Block to prevent loss of sandstone 14. Cap concrete
20. 배면 단위중공블럭 20a. 배면 단위중공블럭 내부공간20. Rear unit hollow block 20a. Rear unit hollow block interior space
20b. 배면 단위중공블럭 배면벽 21. 관통공 22. 앵커20b. Back Unit Hollow Block Back Wall 21.Through Hole 22. Anchor
23, 23a. 체인 30. 폰투운 31. 부양재(浮揚材)23, 23a. Chain 30. Pontouun 31. Buyangjae
32. 앵커체 40. 테트라포드32. Anchor body 40. Tetrapod
방파제를 기준으로 외해의 해수가 내해로 유입되고 내해의 해수가 외해로 교환되는 기능을 가지는 방파제들의 제체구조는 방파제체 대략 하부에 내해와 외해의 해수가 연통될 수 있는 공간부를 가지도록 하여 이 공간부를 통하여 해수가 교환될 수 있도록 하고 있는 바,The body structure of the breakwaters having the function of the seawater flowing into the inland sea based on the breakwater and the seawater of the inland sea being exchanged into the outshore sea has a space in which the seawater of the inland sea and the open sea can communicate with the bottom of the breakwater body. To allow seawater to be exchanged through wealth,
본 고안상으로 실시되는 월유에 의한 해수교환방파제(BW)의 구조는 해저면(1) 상면에 일정한 폭과 높이로 되는 사석(2)기초단 상면에 하단부가 사석기초단(3) 하부로 매입되는 소정크기의 단위중공블럭(10)을 외해측에 거치 고정하되 이 단위중공블럭(10)의 좌ㆍ우측벽(11)(11a) 및 중도격벽(11b)을 일정한 높이로 입설하고 이 중공블럭(10) 내부공간(12)에 사석(2)을 채움하여 이 사석면(2a) 상면에 사석(2)의 유실방지를 하기 위하여 정사각판체로 되는 사석유실방지블럭(13)을 포설하고 이러한 단위중공블럭(10)의 좌ㆍ우측벽(11)(11a) 및 중도격벽(11b) 상단에 단위중공블럭(10) 면적과 일치되는 넓이의 캡콘크리트(14)를 현장타설하여 이 단위중공블럭(10) 배면벽(10b)과 대접되도록 별도의 배면 단위중공블럭(20)을 거치하되, 이 배면 단위중공블럭(20)의 좌ㆍ우측벽 높이는 단위중공블럭(10)의 전면벽(10a) 높이와 면적과 동일하게 하여 이 배면 단위중공블럭(20) 내부공간(20a)에도 사석(2)을 채움하고 사석(2)면 상면에도 사석유실방지블럭(13)을 포설하며 이러한 배면 단위중공블럭(20)의 배면벽(20b)에 관통공(21)을 천설하여 이 관통공(21)을 통하여 배면 단위중공블럭(20) 내부에 충전된 사석(2) 사이에 고정되도록 앵커(22)를 매설하여 이 앵커(22)에 체인(23)의 일측단을 연결하고 체인(23)의 타단을 내부공간에 스티로폴 등의 부양재(浮揚材)(31)를 충전한 일정한 크기의 단위 폰투운(30)과 연결되게 하며, 단위 폰투운(30)의 내해측벽(31)에도 체인(23a)의 일측을 연결고정하고 체인(23a)의 타단을 별도로 해저면(1)에 구비되게 한 앵커체(32)와 연결되게 하며 상기와 같이 구성된 본 고안상으로 실시구성되는 방파제(BW)의 사석기초단(3)의 외해측 경사면(3a)과 배면 단위중공블럭(20)에 포설된 사석유실방지블럭(13a) 상면에 테트라포드(40)와 같은 소파블럭을 정적 또는 난적하여서 본 고안상으로 실시구성되는 방파제의 제체가 구성된다.The structure of the seawater exchange breakwater (BW) by moon oil carried out according to the present invention is the bottom of the sandstone foundation stage (3) to the upper surface of the sandstone base (2) which has a constant width and height on the upper surface of the sea bottom (1) The unit hollow block 10 having a predetermined size is mounted on the outer sea side, and the left and right walls 11, 11a and the middle bulkhead 11b of the unit hollow block 10 are installed at a constant height, and the hollow block is installed. (10) In order to prevent the loss of the dead stone (2) on the upper surface of the dead stone surface (2a) by filling the dead stone (2) in the interior space (12), a dead stone loss prevention block (13) made of square plates is installed. On the left and right side walls 11, 11a and the middle bulkhead 11b of the hollow block 10, a cap concrete 14 having an area corresponding to the area of the unit hollow block 10 is cast in the field and the unit hollow block ( 10) A separate rear unit hollow block 20 is mounted so as to be treated with the rear wall 10b, and the left and right wall heights of the rear unit hollow block 20 are adjusted. In the same manner as the height and the area of the front wall 10a of the unit hollow block 10, the inside of the rear unit hollow block 20 fills the sandstone 2 in the interior space 20a and prevents the loss of sandstone on the top surface of the sandstone 2 surface. A block 13 is provided and a through-hole 21 is installed in the rear wall 20b of the rear unit hollow block 20 and the inside of the rear unit hollow block 20 is filled through the through hole 21. (2) embedding the anchor 22 so as to be fixed between the two ends of the chain 23 connected to the anchor 22, and the other end of the chain 23 in the internal space such as stiffener (浮 揚 材) ( 31 is connected to the unit of the phone pontue 30 of a predetermined size, and fixed to one side of the chain (23a) to the inner sea side wall 31 of the unit pontu (30) and to separate the other end of the chain (23a) Outside of the sandstone base end (3) of the breakwater (BW) to be connected to the anchor body 32 provided on the sea bottom (1) and implemented in the present invention configured as described above The body of the breakwater which is embodied in the present invention is constituted by statically or turbulently setting a sofa block such as tetrapod 40 on the side slope surface 3a and the top surface of the sandstone loss prevention block 13a installed on the rear unit hollow block 20. do.
상기와 같이 구성된 본 고안상으로 실시구성되는 월유에 의한 해수교환 방파제(BW)는 높은 파랑의 유입과정에서 방파제 구조물의 안정성과 내해측으로의 전달파가 안전기준 이상으로 발생되는 현상 등을 해소하기 위한 전달파의 감소가 되게하되,The seawater exchange breakwater (BW) by moon oil, which is constructed according to the present invention configured as described above, is used to solve the phenomenon of stability of the breakwater structure and transmission waves to the inland side over safety standards during inflow of high waves. To reduce the propagation wave,
먼저 외해로부터 래습하는 파랑이 테트라포드(40)에 부딪히면서 1차 소파와외해측에 구비된 중공블럭(10)과 캡콘크리트(14) 사이의 공간을 지나면서 2차 소파됨과 아울러 배면 단위중공블럭(20) 상면에 거치된 테트라포드(40a)에 의하여 3차 소파되고 이렇게 파력이 현저히 약해진 전달파는 내해를 차단하고 있는 폰투운(30)에 의하여 4차 차단되도록 4중 소파를 하므로써 파랑의 파고가 높은 지역에서의 월유에 의한 해수가 교환되면서도 내해는 정온을 유지할 수 있게 된다.First, the blue waves that sneak from the open sea hit the tetrapod 40 and pass through the space between the primary block and the hollow block 10 and the cap concrete 14 provided on the outside sea side. 3) The tertiary sofa mounted on the upper surface by the tetrapod 40a and the wave weakened so much that the wave is quadratic by blocking the inland sea by the quadruple sofa to make the quadruple sofa in the high crest area The seawater can be maintained at a constant temperature even though the seawater is replaced by the monthly oil.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2002-0036496U KR200310122Y1 (en) | 2002-12-06 | 2002-12-06 | Seawater exchange breakwater by overflow |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2002-0036496U KR200310122Y1 (en) | 2002-12-06 | 2002-12-06 | Seawater exchange breakwater by overflow |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200310122Y1 true KR200310122Y1 (en) | 2003-04-08 |
Family
ID=49332707
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2002-0036496U KR200310122Y1 (en) | 2002-12-06 | 2002-12-06 | Seawater exchange breakwater by overflow |
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| Country | Link |
|---|---|
| KR (1) | KR200310122Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8659016B2 (en) | 2008-06-30 | 2014-02-25 | Samsung Display Co., Ltd. | Thin film transistor, method of manufacturing the same and flat panel display device having the same |
-
2002
- 2002-12-06 KR KR20-2002-0036496U patent/KR200310122Y1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8659016B2 (en) | 2008-06-30 | 2014-02-25 | Samsung Display Co., Ltd. | Thin film transistor, method of manufacturing the same and flat panel display device having the same |
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