KR100478940B1 - A seawater exchange breakwater by overflow - Google Patents
A seawater exchange breakwater by overflow Download PDFInfo
- Publication number
- KR100478940B1 KR100478940B1 KR10-2002-0020438A KR20020020438A KR100478940B1 KR 100478940 B1 KR100478940 B1 KR 100478940B1 KR 20020020438 A KR20020020438 A KR 20020020438A KR 100478940 B1 KR100478940 B1 KR 100478940B1
- Authority
- KR
- South Korea
- Prior art keywords
- seawater
- breakwater
- slab
- hollow block
- height
- Prior art date
Links
- 239000013535 sea water Substances 0.000 title claims abstract description 40
- 238000005192 partition Methods 0.000 claims description 3
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000004575 stone Substances 0.000 description 2
- 241001455273 Tetrapoda Species 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000010865 sewage 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
- 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
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)
- Chemical & Material Sciences (AREA)
- Crystallography & Structural Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Revetment (AREA)
Abstract
본 발명은 월류에 의한 해수교환 방파제체 구조에 대한 발명으로써 특히 약한 파랑일 경우 해수가 교환되면서도 사람등이 교통할 수 있고, 큰 파랑일 경우에는 파랑이 방파제를 월류하더라도 내해의 정온을 유지하면서 월류될 수 있는 제체구조에 대한 발명이다. The present invention is an invention of the seawater exchange breakwater structure structure by the moon current, especially when the weak blue waves can be exchanged by people while the sea water is exchanged, and in the case of a large blue wave, even if the blue waves over the breakwater, the monthly current The invention is about a body structure that can be.
Description
본 발명은 방파제의 구조에 대한 발명으로서 특히 파랑이 방파제체를 월류하도록하여 월류된 해수가 방파제 내해측으로 유입될 수 있는 구조의 방파제에 대한 발명인 바, 방파제는 외해로부터 밀려오는 파랑을 차단하므로써 내해에 정박하고 있는 선박을 안전하게 보호하고 부두시설물 또한 파랑으로 부터 보호할수 있도록 구축하는 항만의 기본시설물인 바, 방파제가 외해로부터 밀려오는 파랑을 차단하여 내해해수면의 정온을 유지하는 이점이 있는 반면, 그러나 외해의 해수와 내해의 해수가 교환되지 못하여 내해의 해수는 정체되게 된다. The present invention relates to a structure of a breakwater, and particularly to a breakwater having a structure in which the seawater that flows over the breakwater can flow into the breakwater. As a inventor, the breakwater blocks the blue waves coming from the open sea, which is a basic facility for harbors to protect the ships anchored in the inland sea and also protect the wharf facilities from the blue. The breakwater blocks the blue waves from the open sea. While there is an advantage of maintaining the constant temperature of the inland sea level, the seawater of the inland sea becomes stagnant because the seawater of the open sea and the seawater of the inland sea cannot be exchanged.
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 있다. 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, a structure of a breakwater having a function of blocking a wave while exchanging seawater of various structures has been proposed.
방파제를 기준으로 외해의 해수가 내해로 유입되고 내해의 해수가 외해로 교환되는 기능을 가지는 방파제체들이 제시되고 있는 데, 이들은 방파제체 대략 하부에 내해와 외해의 해수가 연통될 수 있는 공간부를 가지도록 하여 이 공간부를 통하여 해수가 교환될 수 있도록 하고 있는 바, Based on the breakwater, breakwaters have been proposed that have the function of inflowing seawater into the inland sea and exchanging seawater into the sea, which has a space in which seawater in the sea and the sea can communicate with each other. So that seawater can be exchanged through this space,
본 발명상으로 실시되는 월유에 의한 해수교환방파제(BW)의 구조는 해저면(1)으로부터 소정높이와 폭으로 사석(2)으로 방파제체(10)를 구축하되 이 사석 방파제체(10)의 상단부에 콘크리트로 타설하여 거치되는 캡콘크리트(도 1에 도시함)(3) 대신 소정높이와 크기의 단위중공블럭(11)을 거치고정하되 단위중공블럭(11)내부에 중간격벽(12)을 입설하여 단위중공블럭(11)내부를 전실(13)과 후실(13a)로 구획하여 전실(13)측의 중공블럭(11) 전면벽(14)상부에 수평으로 직사각해수통수구(15)를 천설하고 중간격벽(12)에도 동일한 높이에 직사각해수통수구(15a)를 천설하며 이 해수통수구(15)(15a)상면은 콘크리트 슬라브(16)를 포설하여 이 콘크리트 슬라브(16)상면을 사람등이 통행할 수 있는 통로로 사용되게 하며 이 해수통수구(15)(15a)하단은 하부수평슬라브(17)로 밀폐하여 이 하부수평슬라브(17)저면의 공간부(18)에는 사석(2a)체움을 하고 슬라브(16)와 하부수평슬라브(17) 사이공간으로 파랑이 유입되도록 하는 한편 단위중공블럭(11) 후실(13a)의 좌ㆍ우측벽(20)(20a)중도부에 각각 측면 파랑의 소통이 되도록 측면 해수통수구(21)(21a)를 구비하고 이 해수통수구(21)(21a)대략 하측 높이에 저부수평슬라브(22)를 포설하고 이 저부수평슬라브(22) 하측 공간부(23)에도 사석(2b)체움을 하며 이러한 후실(13a) 좌ㆍ우측벽(20)(20a)과 연결되며 중간격벽(12)과 일정한 거리로 이격된 위치에 중공블럭(11) 높이보다 월등히 높은 높이와 저면은 저부 슬라브(22)와 상당한 높이로 이격된 위치에 외해측으로 만곡되는 원호주벽(23)을 입설하되 이 원호주벽(23) 전면에 다수개의 해수통수공(24)을 천설하여서 후실(13a)의 구조가 구비되는 구조의 단위중공블럭(11)들을 필요한 방파제 길이만큼 연설하므로써 본 발명상으로 실시되는 월류에 의한 해수교환방파제(BW)의 구조가 구성된다. 도면중 미설명부호(30)은 공지한 소파블럭인 테트라포드이다. The structure of the seawater exchange breakwater (BW) by the monthly oil carried out in accordance with the present invention is to build a breakwater (10) from the sea bottom (1) to the sandstone (2) at a predetermined height and width of the sandstone breakwater (10) Instead of the cap concrete (shown in FIG. 1), which is mounted by pouring concrete into the upper part, fix the unit hollow block 11 of a predetermined height and size. An intermediate partition 12 is placed inside the unit hollow block 11 to divide the inside of the unit hollow block 11 into a front chamber 13 and a rear chamber 13a so that the front wall of the hollow block 11 on the front chamber 13 side ( 14) Install a rectangular seawater canister 15 horizontally on the upper part, and install a rectangular seawater canister 15a at the same height in the middle bulkhead 12. The seawater canister 15, 15a is a concrete slab ( 16) to install the upper surface of this concrete slab (16) as a passageway for people, etc., and the bottom of the seawater canal (15) (15a) is sealed by the lower horizontal slab (17) to the lower horizontal slab (17) The space portion 18 of the bottom is a seating stone (2a) and the blue wave flows into the space between the slab 16 and the lower horizontal slab 17 while the unit hollow block 11, the left of the rear chamber 13a Side seawater drains 21, 21a are provided in the middle of the right side walls 20, 20a so as to communicate side blue waves, respectively. A horizontal horizontal slab 22 is installed at the side height, and a seating stone 2b is also placed in the lower space 23 of the horizontal horizontal slab 22 and connected to the left and right walls 20 and 20a of the rear chamber 13a. And the arc wall 23 which is bent to the outer sea side at a position spaced at a predetermined distance from the intermediate partition 12 at a position separated from the hollow slab 11 at a height and the bottom is substantially separated from the bottom slab 22 by a considerable height. In the present invention by placing a plurality of seawater canisters 24 in front of the arc wall (23) to the unit hollow block 11 of the structure having the structure of the rear chamber 13a by the required breakwater length The structure of the seawater exchange breakwater (BW) by the overflow of the current is constituted. Unexplained reference numeral 30 in the drawing is a known sofa block tetrapod.
상기와 같이 본 발명상으로 실시되는 월유에 의한 해수교환방파제는 평상시 에는 소규모 파랑도 월유되도록 해수면과 동일한 위치에 해수통수구(15)(15a)가 구비되어 해수가 진입되며 사람등의 통행을 위한 별도의 통행로를 두어 높은 파랑시를 제외하고 통행을 자유롭게 하였으며, 높은 파랑시 단위중공블럭(11)의 콘크리트 슬라브(16)상면을 월유하여 내해로 유입되는 파랑에 의한 항내의 정온을 유지하기 위하여 내해측에 원호주벽을 상당히 높게 설치하여 높은 파랑의 유입 해수도 후실측 공간부로 유도하여 수중에 설치된 통수로를 통하여 내해의 수중으로 조용히 유입됨으로써 내해의 정온을 유지하도록하며 소규모 파랑시에는 해수통수구(15)(15a)를 통하여 해수교환이 이루어지며 높은 파랑시에도 원호주벽(23)에 의하여 파랑이 차단되고 해수통수공(24)을 통하여서만 소량의 파랑이 유입되므로 파랑에 의한 내해의 정온도가 유지되는 효과가 있다. As described above, the seawater exchange breakwater by monthly oil carried out in the present invention as usual In the same place as the sea level so that the small blue wave is also in the sea water channel (15) (15a) is provided in the sea water enters a separate passage for the passage of people, such as people freely except the high blue sky, high blue In order to maintain the quietness of the harbor due to the waves flowing into the inner sea through the concrete slab 16 of the city unit hollow block 11, the arc walls are installed on the inner sea side with a high height, so It leads to the space part and keeps the calmness of the inland sea by quietly flowing into the water of the inland sea through the water passage installed in the water.In the case of small waves, seawater exchange is carried out through the seawater canal openings 15 and 15a. Since the blue is blocked by the Australian wall 23 and a small amount of blue is introduced only through the seawater canal 24, the positive temperature of the inland sea due to the blue is increased. There is an effect that is not.
도 1은 종래 방파제의 횡단면 개략도 1 is a cross-sectional schematic diagram of a conventional breakwater
도 2는 본 발명상으로 실시되는 월류에 의한 해수교환 방파제의 일부절결 분분 사시도 Figure 2 is a partially cut-away perspective view of the seawater exchange breakwater due to the monthly flow carried out in accordance with the present invention
도 3은 도 2에서의 A-A'선 단면도 3 is a cross-sectional view taken along the line A-A 'in FIG.
<도면의 주요 부분에 대한 부호설명><Code Description of Main Parts of Drawing>
BW. 해수교환방파제 1. 해저면 2,2a,2b. 사석 3. 캡콘크리트 BW. Seawater Breakwater 1. Sea floor 2,2a, 2b. Buddhism 3. Cap concrete
10. 방파제체 11. 중공블럭 12. 중간격벽 13. 전실 10. Breakwater 11. Hollow block 12. Intermediate bulkhead 13. Front room
13a. 후실 15,15a. 직사각해수통수공 16. 슬라브 13a. Rear room 15,15a. Rectangular seawater hand 16. Slabs
17. 하부수평슬라브 20,20a. 좌ㆍ우측벽 21,21a. 해수통수구 17. Lower horizontal slab 20,20a. Left and right walls 21, 21a. Seawater Channel
22. 저부수평슬라브 23. 원호주벽 24. 해수통수공 22. Bottom horizontal slab 23. Circular arc wall 24. Sea water hydraulics
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2002-0020438A KR100478940B1 (en) | 2002-04-15 | 2002-04-15 | A seawater exchange breakwater by overflow |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2002-0020438A KR100478940B1 (en) | 2002-04-15 | 2002-04-15 | A seawater exchange breakwater by overflow |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020020011443U Division KR200284989Y1 (en) | 2002-04-16 | 2002-04-16 | A seawater exchange breakwater by overflow |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20030081966A KR20030081966A (en) | 2003-10-22 |
| KR100478940B1 true KR100478940B1 (en) | 2005-03-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR10-2002-0020438A KR100478940B1 (en) | 2002-04-15 | 2002-04-15 | A seawater exchange breakwater by overflow |
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| Country | Link |
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| KR (1) | KR100478940B1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100707340B1 (en) * | 2004-12-03 | 2007-04-13 | 주식회사 삼안 | Mat Increased Friction and Breakwater Having Gravitational Structure Type Using it |
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2002
- 2002-04-15 KR KR10-2002-0020438A patent/KR100478940B1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| KR20030081966A (en) | 2003-10-22 |
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