KR200284996Y1 - Breakwater for seawater exchange using of cellular block - Google Patents
Breakwater for seawater exchange using of cellular block Download PDFInfo
- Publication number
- KR200284996Y1 KR200284996Y1 KR2020020011961U KR20020011961U KR200284996Y1 KR 200284996 Y1 KR200284996 Y1 KR 200284996Y1 KR 2020020011961 U KR2020020011961 U KR 2020020011961U KR 20020011961 U KR20020011961 U KR 20020011961U KR 200284996 Y1 KR200284996 Y1 KR 200284996Y1
- Authority
- KR
- South Korea
- Prior art keywords
- wall
- seawater
- block
- breakwater
- blocks
- Prior art date
Links
Landscapes
- Revetment (AREA)
Abstract
본 고안은 조수간만에 의하여 외해의 청정해수와 내해의 해수가 방파제를 중심으로 자유롭게 교환되게 하면서도 소파기능이 원활한 방파제의 제체구조를 가지되 특히 중공블럭을 이용한 해수교환 방파제의 제체구조에 대한 고안에 대한 것이다.The present invention allows the clean seawater and the seawater of the sea to be freely exchanged around the breakwater only by tidal tides, while the sofa function has the smooth structure of the breakwater, but especially the design of the seawater exchange breakwater structure using the hollow block. will be.
Description
본 고안은 중공블럭을 이용한 해수교환 방파제의 구조에 대한 것으로써 통상 방파제는 항만의 기본외곽시설인 바, 외해로부터 끊임없이 밀려오는 파랑을 저지하여 항내의 해수면 정온을 유지하며, 항내의 각종 시설물과 선박들을 안전하게 보호하기 위한 필수 시설로써 항만의 중추시설임에도 방파제를 구축하므로써 외해측과내해측으로 구획되어 외해측과 내해측의 해수순환이 차단되므로 내해측 해수는 정체됨과 아울러 육지로부터 유입되는 오수에 의한 부영양화로 인하여 수질오염이 심해지는 역작용이 발생되므로 이에 대한 대책이 시급하고 현재 국내의 모든 항만이 시급히 풀어야 할 필수 과제가 되고 있는 실정이어서, 방파 기능을 가지면서도 내해와 외해의 해수가 자유롭게 교환되는 기능을 겸한 방파제체의 구조가 요구되고 있다.The present invention is about the structure of the seawater exchange breakwater using hollow blocks. The breakwater is a basic periphery of the harbor, and it keeps the sea level in the harbor by preventing the blue waves constantly coming out of the sea, and various facilities and vessels in the harbor. As an essential facility to protect them safely, even though it is the center of the harbor, the breakwater is built up, so it is divided into the offshore side and the inland sea side to block the sea water circulation between the outsea side and the inland sea side. Due to the eutrophication, the adverse effects of water pollution are aggravated. Therefore, countermeasures are urgently needed and all domestic ports are urgently required to be solved urgently. There is a need for a structure of a breakwater system which also serves as a.
내해의 수질은 항상 청정 상태를 유지해야 하지만 전술한 바와 같이 방파제의 순기능인 파랑차단에 의한 내해 해수면 정온 유지는 되나 이로 인한 역기능으로써 파랑차단에 의한 내해의 해수 부영양화로 인한 수질오염문제를 해결해야하는 문제점이 대두되고 있다.The water quality of the inland sea should always be kept clean, but as mentioned above, the sea level is maintained at sea level by the wave blocking, which is the net function of the breakwater, but as a result of this problem, the water pollution problem caused by the sea water eutrophication by the wave blocking is solved. This is emerging.
도 1은 본 고안상으로 실시되는 중공블럭을 이용한 해수교환 방파제의 구조를 도시한 일부분해 사시도1 is a partial perspective view showing the structure of the seawater exchange breakwater using a hollow block implemented according to the present invention
도 2는 도 1에서의 A-A'선 단면도FIG. 2 is a cross-sectional view taken along a line A-A 'in FIG. 1
<도면의 주요부분에 대한 설명><Description of main parts of drawing>
BW. 해수교환 방파제BW. Seawater Exchange Breakwater
1. 해수면 2. 사석 3. 기초단1. Sea level 2. Sandstone 3. Foundation
4,4a. 좌ㆍ우측벽 5,5a,24,24a. 해수통수공4,4a. Left and right side walls 5, 5a, 24 and 24a. Seawater
6,6a. 암키 6b. 숫키 7. 저면판6,6a. Amchi 6b. Male Key 7. Base Plate
8,8a. 최하단 단위블럭 9. 가로격벽 10. 세로격벽8,8a. Bottom unit block 9. Horizontal bulkhead 10. Vertical bulkhead
11,11a,11b,11c. 격실 20. 전면벽 21. 배면벽11, 11a, 11b, 11c. Compartment 20. Front Wall 21. Back Wall
22. 원호주벽 25. 수직돌출간22. Arc wall 25. Vertical protrusion
30. 원호주벽블럭 31,31a. 경사격벽30. Circular wall blocks 31, 31a. Inclined bulkhead
40. 캡콘크리트 41. 요입면40. Cap concrete 41. Recessed surface
본 고안은 전술한 바와 같이 외해에서 밀려오는 파랑은 차단하여 내해의 해수면 정온을 유지하면서도 외해의 청정해수가 자유롭게 내해로 유입됨과 아울러 내해의 해수가 외해로 유출되므로써 내해의 해수면 정온유지와 청정수질을 유지하도록하는 해수교환 방파제의 구조에 대한 고안으로써 이를 첨부한 도면에 의거하여 상술하면 다음과 같다.The present invention blocks the blue waves coming from the open sea as described above, while maintaining the sea level calm temperature of the inland sea, the clean sea water of the open sea freely flows into the inland sea, and the sea water of the inland sea flows out into the open sea, thus maintaining the calmness and clean water quality of the inland sea. The design of the seawater exchange breakwater to maintain as described in detail based on the accompanying drawings as follows.
본 고안상으로 실시되는 해수교환 방파제(BW)의 구조는 해저면(1)상면에 소정높이와 폭으로 사석(2)으로 되는 기초단(3)상면에 소정크기의 가로, 세로, 높이로 되는 4주벽(도면 도 1상에서는 정면과 측면만 도시됨)(4)(4a)을 가지되 전면벽(4)과 배면벽(4a) 중도면에는 직사각 해수통수구(5)(5a)가 천설되고 좌ㆍ우측벽(우측만 도시됨)(4a)에는 각각 암키(6)와 숫키(도시안됨)가 형성되며, 저면판(7)을 가지는 최하단 단위블럭(8)좌우측에 각각 가로격벽(9)과 세로격벽(10)으로 구획하여 4개의 격실(11)(11a)(11b)(11c)을 구비한 다음 내부공간에 사석(2a)체움을 하며 좌ㆍ우측벽 상단과 하단 중도부에도 각각 암키(6a)와 숫키(6b)를 형성한 최하단 단위블럭(8)상면에 최하단 단위블럭(8)과 동일한 크기로 되고 동일한 격실을 가지며 저면벽과 배면벽에도 각각 동일한 해수통수구(5)(5a)가 구비되며 좌ㆍ우측벽과 중도부와 좌ㆍ우측벽중도부 상, 하에도 암키(6b)가 형성된 블럭(8)(8a)들을 다수단 필요한 높이로 적층하고 이 블럭(8a)(8b)들의 최상단에 상단 블럭(8)(8a)(8b)과 동일하고 전면벽(20)과 배면벽(21)중도부에 각각 원호주벽(22)(23)을 가지도록하여 이 각 원호주벽(22)(23)에는 다수개의 해수통수공(24)(24a)을 천설하되 전면벽(20)측 원호주벽(22)에는 다수개의 수직 돌출간(25)을 일정한 거리로 이격한 상태에서 돌설되게 한 원호주벽블럭(30)들을 다수단 필요한 높이로 적층하되, 이 각 단위원호주벽블럭(30)내부에는 소정각도로 경사지고 외해측 경사격벽(31)의 선단이 더 높도록 약간의 높이 차이가 있는 2매의경사격벽(31)(31a)을 입설하고 이 각 경사격벽(31)(31a)에도 다수개의 해수통수공(24a)(24b)을 천설하여서 원호주벽블럭(30)의 구조를 구성하여 적층하고 이 원호주벽블럭(30) 최상단에 캡콘크리트(40)를 거치하되 이 캡콘크리트(40)의 외해측 하부 모서리를 원호형으로 모따기한 요입면(41)을 형성하여서 본 고안상으로 실시되는 중공블럭을 이용한 해수교환 방파제(BW)의 구조가 구성된다.The structure of the seawater exchange breakwater (BW) implemented in accordance with the present invention has a width, length, and height of a predetermined size on the upper surface of the base end (3), which is a stone wall (2) at a predetermined height and width on the upper surface of the sea bottom (1). Four main walls (only the front and side are shown in Fig. 1) (4) (4a), but the rectangular seawater drains (5) (5a) are installed in the middle surface of the front wall (4) and the rear wall (4a) The left and right walls (right side only) 4a are formed with a female key 6 and a male key (not shown), respectively, and a horizontal bulkhead 9 on the left and right sides of the lowermost unit block 8 having the bottom plate 7. It is divided into a vertical bulkhead 10 and four compartments 11, 11a, 11b and 11c, and then a seating stone 2a is placed in the inner space. (6a) on the top of the bottom unit block (8) formed with the male key (6b) is the same size as the bottom unit block (8), has the same compartment, and the same seawater drainage port on the bottom wall and the back wall ( 5) (5a) is provided, and the blocks 8 and 8a, which are formed on the left and right side walls, the middle portion, and the left and right side wall middle portions, and the dark key 6b, are formed at a plurality of stages, and are stacked at the required height. At the top of 8a) and 8b, they are the same as the upper blocks 8, 8a and 8b, and have arcuate walls 22 and 23 respectively in the middle of the front wall 20 and the rear wall 21. A plurality of seawater canisters 24 and 24a are laid in each arc wall 22 and 23, and a plurality of vertical protrusions 25 are formed on the arc wall 22 on the front wall 20 at a constant distance. Stacking the circumferential wall of the circumferential wall blocks (30) to the required height in the spaced apart state, but inclined at a predetermined angle inside each of the unit circumferential wall blocks (30) and the tip of the external sea side inclined partition wall (31) Two higher inclined bulkheads 31 and 31a having a slight height difference are installed so as to be higher, and a plurality of seawater hydraulic holes 24a and 24b are also installed in each of the inclined bulkheads 31 and 31a. Form the structure of the Australian wall block (30) And the cap concrete 40 is mounted on the upper end of the circular wall block 30, and the lower surface of the outer sea side of the cap concrete 40 is formed in an arc-shaped chamfered surface 41 to form the present invention. The structure of the seawater exchange breakwater (BW) using the hollow block is implemented.
상기와 같이 구성된 본 고안상으로 실시되는 해수교환 방파제(BW)는 비교적 파랑이 크지 않고 조수간만의 차가 심한 서해안의 방파제 시설물로써 조류소통을 주목적으로하며 파랑도 소파하는 기능을 가지도록 하므로써, 내해의 정온을 유지하면서도 내해와 외해의 해수가 자유롭게 교환되도록하여 내해의 수질을 항상 청정하게 유지할 수 있게 된다.The seawater exchange breakwater (BW) implemented according to the present invention configured as described above is a breakwater facility in the west coast where the waves are relatively large and the difference between tidal waves is severe. It is possible to keep the water quality of the inland sea clean at all times by allowing the seawater of the inland sea and the offshore sea to be freely exchanged while maintaining it.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2020020011961U KR200284996Y1 (en) | 2002-04-19 | 2002-04-19 | Breakwater for seawater exchange using of cellular block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2020020011961U KR200284996Y1 (en) | 2002-04-19 | 2002-04-19 | Breakwater for seawater exchange using of cellular block |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR10-2002-0021180A Division KR100479460B1 (en) | 2002-04-18 | 2002-04-18 | Breakwater for seawater exchange using of cellular block |
Publications (1)
Publication Number | Publication Date |
---|---|
KR200284996Y1 true KR200284996Y1 (en) | 2002-08-13 |
Family
ID=73121539
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2020020011961U KR200284996Y1 (en) | 2002-04-19 | 2002-04-19 | Breakwater for seawater exchange using of cellular block |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR200284996Y1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20160098565A (en) * | 2015-02-09 | 2016-08-19 | 한국해양과학기술원 | Harbor structure using interlocked caisson |
-
2002
- 2002-04-19 KR KR2020020011961U patent/KR200284996Y1/en not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20160098565A (en) * | 2015-02-09 | 2016-08-19 | 한국해양과학기술원 | Harbor structure using interlocked caisson |
KR101664160B1 (en) * | 2015-02-09 | 2016-10-12 | 한국해양과학기술원 | Harbor structure using interlocked caisson |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR100363225B1 (en) | Upright block break water having the function of removing waves and cycling seawater | |
KR200284996Y1 (en) | Breakwater for seawater exchange using of cellular block | |
KR100479460B1 (en) | Breakwater for seawater exchange using of cellular block | |
KR20150141225A (en) | Seawater exchanging caisson type breakwater | |
KR100368618B1 (en) | Breakwater exchanging seawater | |
KR100363227B1 (en) | Breakwater circulating seawater | |
KR100584665B1 (en) | The multi-layer vertical breakwater | |
KR100374176B1 (en) | Breakwater exchanging seawater | |
KR20090021903A (en) | Block type a port facilities | |
KR200352921Y1 (en) | Seawater distribution caisson breakwater | |
KR200317703Y1 (en) | A vertical breakwater which has a seawater exchange and a removing wave | |
KR100521901B1 (en) | Cellular block structure and construction structure which is used at the vertical harbor structure | |
KR200364469Y1 (en) | Breakwater using of cellularblock | |
KR100622802B1 (en) | Pier-type wharf structure having permeable wave wall | |
KR200210091Y1 (en) | Breakwater exchanging seawater | |
KR200303600Y1 (en) | Tidal current mutual understanding equipment structure of the erect breakwater | |
KR100491111B1 (en) | Breakwater for seawater exchange | |
KR200303578Y1 (en) | Cellular block structure and construction structure which is used at the vertical harbor structure | |
KR200307897Y1 (en) | Breakwater for seawater exchange using of cellular block | |
KR200284920Y1 (en) | Breakwater for seawater exchange | |
KR20050083510A (en) | Seawater distribution caisson breakwater | |
KR200364415Y1 (en) | blocks of small wave | |
KR100529116B1 (en) | Seawater exchange breakwater of area that the difference between the rise and fall of the tide is large | |
KR200219567Y1 (en) | Breakwater exchanging seawater | |
KR200306401Y1 (en) | The seawater exchange equipment of waves prevention revetment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
U107 | Dual application of utility model | ||
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: 20030723 Year of fee payment: 3 |
|
LAPS | Lapse due to unpaid annual fee |