KR100363227B1 - Breakwater circulating seawater - Google Patents
Breakwater circulating seawater Download PDFInfo
- Publication number
- KR100363227B1 KR100363227B1 KR1020000028959A KR20000028959A KR100363227B1 KR 100363227 B1 KR100363227 B1 KR 100363227B1 KR 1020000028959 A KR1020000028959 A KR 1020000028959A KR 20000028959 A KR20000028959 A KR 20000028959A KR 100363227 B1 KR100363227 B1 KR 100363227B1
- Authority
- KR
- South Korea
- Prior art keywords
- breakwater
- seawater
- sea
- wall
- bulkheads
- Prior art date
Links
- 239000013535 sea water Substances 0.000 title claims abstract description 29
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 2
- 238000005192 partition Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 241000251468 Actinopterygii Species 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 235000015170 shellfish Nutrition 0.000 description 1
- 239000010959 steel 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Abstract
본 발명은 방파제의 구축구조에 대한 발명으로서 특히 방파제체를 상부구조와 하부구조로 이루어지도록 하되 상부구조는 파랑의 소파를 수행하도록하고 하부구조는 방파제체를 기준으로 외해측과 내해측의 해수를 원활하게 통수되게하여 내해측의 해수가 밀물 또는 썰물때 원활하게 순환되도록 하므로서 항내의 정온을 유지하면서도 해수순환에 의하여 항상 청정한 내해의 해수수질을 유지할 수 있도록 한 발명에 대한 것이다.The present invention is an invention for the construction of the breakwater structure, in particular, the breakwater body to be composed of the upper structure and the lower structure, but the upper structure to perform the blue sofa and the lower structure to the seawater of the outer sea and the inner sea based on the breakwater By allowing the water to pass smoothly so that the seawater on the inner sea side circulates smoothly at high tide or low tide, while maintaining a constant temperature in the harbor, it is possible to maintain the clean seawater quality of the inland sea at all times by seawater circulation.
Description
본 발명은 방파제의 구축구조에 대한 발명으로서 특히 방파제체 하부가 내해측과 외해측의 구분이 없이 개통되게 하므로써 해수가 밀물,썰물에 따라 방파제체에 구애받지 않고 원활하게 순환될 수 있도록 한 방파제체를 가지도록 안출한 발명인 바 종래 일반적인 방파제는 사석 방파제 또는 케이슨 방파제 또는 혼성 방파제를 불문하고 해저면을 기초로 하여 일정한 높이와 길이로 내해와 외해를 구분짓는 해수 차단식 방파제체를 구축하여 왔다.The present invention relates to the construction structure of the breakwater, and in particular, the seawater can be smoothly circulated regardless of the breakwater according to the high and low tide by allowing the lower part of the breakwater to be opened without the distinction between the inner sea side and the outer sea side. The conventional general breakwater has been constructed to have a seawater barrier breakwater that separates the sea and the open sea at a constant height and length based on the bottom of the sea regardless of the sand stone breakwater or caisson breakwater or hybrid breakwater.
현대인의 휴식과 위락을 제공하고자 하는 취지의 일환으로 부두,항만시설에 대한 개발 분야에서도 국민의 쾌적한 생활 및 레저 공간에 대한 욕구를 충족시킴과 아울러 환경 보전의 조치가 적절하게 수반되는 다목적 항만 개발이 요구되는데 방파제의 시설 및 그 제체구조 또한 일차적으로는 방파제 구축의 고유 목적인 파력을 차단하여 내항측 수면의 정온을 유지할 수 있어야 함과 아울러 내항의 해수 수질 또한 청정해야하나 종래 방파제의 구조상 내해와 외해를 방파제가 차단하고 있으므로 내해측의 해수는 정체되어 원활한 순환이 되지 못하고 육지에서 항내로 유입되는 오수에 의하여 내해가 오염되는 등의 심각한 해안 항만 환경 문제가 대두되고 있는 실정이다.As part of the purpose of providing rest and amusement for the modern people, the development of the pier and port facilities also meets the people's desire for comfortable living and leisure spaces, as well as the development of multi-purpose ports with appropriate measures for environmental conservation. It is required that the facilities of the breakwater and its structure also have to be able to maintain the calmness of the inner sea surface by blocking the wave force, which is the inherent purpose of the breakwater construction. Since the breakwater is blocked, serious coastal port environmental problems such as seawater on the inland sea are stagnant and cannot be circulated smoothly, and the sea is contaminated by sewage from the land.
도 1 은 본 발명상으로 실시되는 해수순환 방파제의 일부절결 사시도1 is a partially cutaway perspective view of a seawater circulation breakwater implemented according to the present invention
도 2 는 본 발명상으로 실시되는 해수순환 방파제의 횡단면도Figure 2 is a cross-sectional view of the seawater circulation breakwater embodied in the present invention
도 3 은 본 발명상으로 실시되는 해수순환 방파제의 부분 정면도3 is a partial front view of a seawater circulation breakwater implemented according to the present invention;
도 4 는 본 발명상으로 실시되는 해수순환 방파제의 부분 배면도4 is a partial rear view of the seawater circulation breakwater implemented according to the present invention.
도 5 는 도 2 에서의 A-A'선 단면도5 is a cross-sectional view taken along the line AA ′ of FIG. 2.
(도면의 주요부분에 대한 부호설명)(Code description of main parts of drawing)
WB.방파제 1.상부구조 2,2a.돌출간WB. Breakwater 1. Upper structure 2, 2a.
3.전면벽체 4,4a,4b,4c.해수통수공 5.배면벽체3.Front wall 4, 4a, 4b, 4c.
6.하면 7,7a.전후격벽 8.암키6. 7,7a. Before and after bulkhead 8.
10.하부구조 11.사석기초단 12.방파제 하단면10.Bottom structure 11.Bottom foundation 12.Bottom of breakwater
13.수직격벽 14.숫키 15.사석13.Vertical bulkhead 14.Necky 15.Stone
20.해저면 21.캡콘크리트 30.철봉20.Bottom 21.Cap concrete 30.Steel bar
40.인공어초40.artificial fish
본 발명은 종래 항만의 문제점을 해결하여 방파제 내해측과 외해측의 해수가 원활하게 순환될 수 있게 하면서도 외해로부터 끊임없이 밀려오는 파랑을 소파할 수 있으며 내해측으로는 측면으로부터 반사되어 오는 파랑 또한 소파될 수 있는 구조의 방파제체 구조에 대한 발명으로서 이를 첨부한 도면에 의거하여 상술하면 다음과 같다.The present invention solves the problems of the conventional port and can smoothly circulate the blue sea that is constantly pushed from the outer sea while the seawater on the sea side and the sea side of the breakwater can be smoothly circulated and the blue wave reflected from the side to the inner sea side can also be couch When the invention relates to the structure of the breakwater structure having a structure according to the accompanying drawings as follows.
본 발명상으로 실시되는 해수순환 방파제(WB)의 구축구조상 상부구조(1)_와 하부구조(10)로 이루어지는 바 먼저 하부구조(10)를 설명하면 해저면(20)으로부터 방파제(WB)의 폭보다 다소 넓은 폭과 높이로 사석 기초단(11)을 평면적으로 조성하고 사석기초단(11) 상면에 콘크리트재로 방파제(WB)하단면(12)을 일정한 두께와 폭으로 포설하고 이 방파제 하단면(12) 상면에는 일정한 간격으로 이격하여 일정한 높이로 다수개(도면상으로는 한 단위 방파제체에 3개 도시)의 수직격벽(13)을 입설하고 각 수직격벽(13) 상단면중앙에 숫키(14)를 돌설하여서 방파제 하부구조(10)를 구성하며 이러한 하부구조(10) 상단에 거치되는 방파제(WB)상부구조(1)는 하부구조(10)의 수직격벽(13)과 동일한 폭과 길이로 되고 외해측 전면에 수평으로 다수단의 돌출간(2)이 일정거리로 이격되어 돌설되는 전면 벽체(3)에는 수평으로 다수개의 해수통수공(4)이 천설되며 상부구조(1) 배면벽체(5)에는 수직으로 다수줄의 돌출간(2a)이 돌설되고 돌출간(2a)과 돌출간 사이에는 다수개의 해수통수공(4a)이 수직으로 천설되어서 상자체로 케이슨 형태의 상부구조(1)가 되게하되 이 전면벽체(3)와 배면벽체(5) 사이에는 전면벽체(3)와 배면벽체(5)높이와 동일하고 하면(6)이 밀폐되며 하면(6) 전후선단부로부터 수직으로 전,후 격벽(7)(7a)을 입설하고 이 전,후 격벽(7)(7a)전면에는 전면벽체(3)에 천설된 해수통수공(4)과 동일한 위치에 해수통수공(4b)(4c)을 각각 천설하며 이 전,후 격벽(7)(7a)과 하면(6) 사이의 공간에 사석(15)을 채움하고 하부구조(10)의 수직격벽(13)의 상단면 중앙에는돌설된 숫키(14)가 삽입되도록 상부구조(1)의 전,후 격벽(7)(7a)과 연설된 하면(6)의 저면에 암키(8)를 요입형성하며 상부구조(1)와 하부구조(10)의 4모서리에는 일정한 직경의 철봉(30)을 삽설하며 상부구조(1) 상단에 캡콘크리트(21)를 상치하며 상기와 같이 구조가 구성된 본 발명상의 방파제(WB)의 내.외측 해저면에는 인공어초(40)들을 다수개 투하하여 어패류의 서식처를 제공할 수 있도록 한다.In the construction structure of the seawater circulation breakwater (WB) according to the present invention consists of the upper structure (1) and the lower structure (10) First, when describing the lower structure (10) of the breakwater (WB) from the sea bottom (20) The flat base 11 is formed with a width and height somewhat wider than the width, and the bottom surface 12 of the breakwater (WB) is made of concrete material on the top of the base stone 11 and has a predetermined thickness and width. On the upper surface 12, a plurality of vertical bulkheads 13 are installed at a predetermined height spaced apart at regular intervals (three in a unit breakwater body), and a male key (14) is placed in the center of the upper surface of each vertical bulkhead 13. ) To form the breakwater substructure 10 and the breakwater (WB) upper structure (1) mounted on the top of the substructure 10 is the same width and length as the vertical bulkhead 13 of the substructure (10). And the protruding sections (2) of a plurality of stages are horizontally spaced at a constant distance on the front side of the outer sea A plurality of seawater canisters 4 are horizontally laid on the front wall 3 which is protruding, and a plurality of rows of protrusions 2a are vertically protruded on the rear wall 5 of the upper structure 1 and the protrusions 2a. A plurality of seawater canisters 4a are vertically installed between the protrusions and the protrusions to form a box-shaped upper structure 1 in a box body, and the front wall 3 between the front wall 3 and the rear wall 5. And the same height as the rear wall (5), and the lower surface (6) is sealed, and the front and rear bulkheads (7) and (7a) are installed vertically from the front and rear ends of the lower surface and the front and rear partitions (7 and 7a). On the front, the seawater canisters 4b and 4c are laid at the same positions as the seawater canisters 4 installed on the front wall 3, respectively, between the front and rear bulkheads 7, 7a and the bottom surface 6. Fill the sandstone (15) in the space of the front and rear bulkheads (7) (7a) of the superstructure (1) so that the protruding male key 14 is inserted in the center of the upper surface of the vertical bulkhead (13) of the substructure (10). ) And the bottom of the bottom (6) Forming the squeeze 8, the four corners of the upper structure (1) and the lower structure (10) is inserted into the iron bar (30) of a constant diameter and the cap concrete (21) on the top of the upper structure (1) Into the inner and outer sea bottom of the breakwater (WB) of the present invention configured as described above to drop a plurality of artificial reefs 40 to provide a habitat for fish and shellfish.
상기와 같은 구조로 되는 본 발명상의 해수순환 방파제(WB)는 상부구조(1)로는 상부구조(1)의 전,배면 벽체(3)(5)에 각각 돌설된 가로,세로의 돌출간(2)(2a)에 파랑이 부딪히면서 회절,반사되어 파랑의 일부가 소파가 되고 파랑의 일부는 전면벽체(3)에 천설된 해수통수공(4)을 통하여 방파제체(WB)체 내부로 입수되어 해수통수공(4a)을 통하여 전,후 격벽(7)(7a)사이의 사석(15)들 사이를 지나며 파력을 소진하게 되므로 내해측의 정온을 유지하면서 밀물 또는 썰물시에는 방파제(WB)하부구조(10)인 수직격벽(13)사이의 개방된 공간을 통하여 내,외해측의 해수 전체가 이동순환하게 되므로 내해측에는 항상 정온과 아울러 청정한 해수상태를 유지할 수 있다.The seawater circulation breakwater (WB) according to the present invention having the structure as described above is the upper structure (1) as the upper and rear projections (2) protruding from the front and rear walls (3) (5), respectively, of the upper structure (2). Waves collide with (2a), diffraction and reflection, and a part of the blue becomes a sofa, and a part of the blue is obtained into the breakwater body (WB) through the seawater hole (4) installed on the front wall (3). Since the power is exhausted through the sandstones 15 between the front and rear bulkheads 7 and 7a through the water hole 4a, the breakwater structure at the time of high tide or low tide while maintaining the constant temperature of the inland sea is a lower structure of the breakwater (WB). Through the open space between the vertical bulkhead (13) (10), the entire seawater of the internal and external sea is circulating, so that the inner sea side can always maintain a constant temperature and clean seawater.
Claims (2)
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020000028959A KR100363227B1 (en) | 2000-05-29 | 2000-05-29 | Breakwater circulating seawater |
| KR2020000015131U KR200201513Y1 (en) | 2000-05-29 | 2000-05-29 | Breakwater circulating seawater |
| JP2000319350A JP3313356B2 (en) | 2000-05-29 | 2000-10-19 | Seawater circulation breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020000028959A KR100363227B1 (en) | 2000-05-29 | 2000-05-29 | Breakwater circulating seawater |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020000015131U Division KR200201513Y1 (en) | 2000-05-29 | 2000-05-29 | Breakwater circulating seawater |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20010107425A KR20010107425A (en) | 2001-12-07 |
| KR100363227B1 true KR100363227B1 (en) | 2002-11-30 |
Family
ID=19670670
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020000015131U KR200201513Y1 (en) | 2000-05-29 | 2000-05-29 | Breakwater circulating seawater |
| KR1020000028959A KR100363227B1 (en) | 2000-05-29 | 2000-05-29 | Breakwater circulating seawater |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020000015131U KR200201513Y1 (en) | 2000-05-29 | 2000-05-29 | Breakwater circulating seawater |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JP3313356B2 (en) |
| KR (2) | KR200201513Y1 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200211165Y1 (en) * | 2000-08-21 | 2001-01-15 | 양원회 | A covering block for removing wave |
| KR100521903B1 (en) * | 2002-09-02 | 2005-10-14 | 원 회 양 | Seawater exchange structure of caisson breakwater |
| KR100720320B1 (en) * | 2007-02-23 | 2007-05-21 | 주식회사 항도엔지니어링 | A soft ground use sectional breakwater |
| KR101072483B1 (en) | 2009-03-16 | 2011-10-12 | 현대건설주식회사 | Slit caisson and breakwater and sea wall thereof |
| KR101352461B1 (en) * | 2012-02-15 | 2014-01-17 | 이승준 | Breakwater caisson |
| CN106351173A (en) * | 2016-10-31 | 2017-01-25 | 天津港航工程有限公司 | Water-permeable breakwater structure |
-
2000
- 2000-05-29 KR KR2020000015131U patent/KR200201513Y1/en not_active IP Right Cessation
- 2000-05-29 KR KR1020000028959A patent/KR100363227B1/en active IP Right Grant
- 2000-10-19 JP JP2000319350A patent/JP3313356B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2001336133A (en) | 2001-12-07 |
| KR200201513Y1 (en) | 2000-11-01 |
| KR20010107425A (en) | 2001-12-07 |
| JP3313356B2 (en) | 2002-08-12 |
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