KR20030069017A - Seawater exchange breakwater for tide mutual understanding - Google Patents
Seawater exchange breakwater for tide mutual understanding Download PDFInfo
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- KR20030069017A KR20030069017A KR1020020025821A KR20020025821A KR20030069017A KR 20030069017 A KR20030069017 A KR 20030069017A KR 1020020025821 A KR1020020025821 A KR 1020020025821A KR 20020025821 A KR20020025821 A KR 20020025821A KR 20030069017 A KR20030069017 A KR 20030069017A
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- South Korea
- Prior art keywords
- breakwater
- seawater exchange
- support body
- sections
- outer peripheral
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- 239000013535 sea water Substances 0.000 title claims description 22
- 230000002093 peripheral effect Effects 0.000 claims description 6
- 239000002356 single layer Substances 0.000 claims description 4
- 241000195493 Cryptophyta Species 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 241001474374 Blennius Species 0.000 abstract 2
- 241001113556 Elodea Species 0.000 abstract 2
- 230000001737 promoting effect Effects 0.000 abstract 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 2
- 239000006185 dispersion Substances 0.000 abstract 1
- 239000004575 stone Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Classifications
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- 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
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- 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
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- 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
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- 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
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- 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
Description
본 고안은 방파제의 제체 구조에 대한 고안으로써 방파제는 부두로 부터 일정한 거리로 이격된 외해측에 부두길이 방향과 대략동일한 길이 방향으로 구축하여 외해로부터 내해쪽으로 끊임없이 내습하는 파랑을 차단하게 하므로써 항내 각종 시설물을 파랑으로 부터 보호하고 정박중인 선박의 요동을 최소화하기 위한 항만의 필수 기본 구조물인데 종래에는 엄청난 양의 사석을 해저면으로부터 해수면 상측소정 높이로 돌설 되도록 쌓아 올려서 방파제체를 구축하게 된다.This invention devises the structure of the breakwater body. The breakwater is constructed in the same length direction as the length of the pier on the outer sea side, which is separated by a certain distance from the pier to block the waves that constantly invade the inland sea from the sea. It is an essential basic structure to protect the ship from the blue and minimize the fluctuation of the berthing ship. Conventionally, the breakwater system is constructed by stacking a huge amount of sandstone from the sea floor to the predetermined height above sea level.
상기와 같이 종래 일정한 크기의 사석을 쌓아 올려 방파제체를 구축함에 따라 엄청난 양의 자연석인 사석이 소요되지만 자연상태에서 사석의 무한정 수급이 불가하고 사석자원의 무분별한 채취로 자연이 피폐해질 뿐 아니라 이러한 사석 방파제는 방파제를 기준으로 내해와 외해로 구획차단되어 외해측 청정해수가 내해쪽으로 유입되지 못함에 따라 내해측 해수는 육지로 부터 유입되는 오폐수와 섞여 부영양화가 되므로 수질이 악화되어 항만을 오염시키게되는 문제가 발생되게 되어 조수에 의하여 해수가 방파제 내해와 외해를 자유롭게 교환되는 제체구조로 되는 해수교환 방파제 구조인 본 고안 출원인의 선출원고안인 실용신안 출원번호 2000-0015741호 "해수교환 방파제"가 출원되어 있으나 상기 선출원 고안은 대형 케이슨식 구조로 구성되어 대중량물을 설치해야 함에 따라 작업성이 저하되는 문제가 있었던바 상기와 같은 본 출원인의 선출원 고안에서의 문제점을 해결하여 시공성이 양호하도록 방파제체를 여러부분으로 별도로 각각 제작하여 조립하므로써 보다 방파제 구축공사가 용이하게 이루어질수 있도록 함과 아울러 어초(魚礁)기능을 가지도록 한 고안을 "해수교환방파제"라는 명칭으로 출원한바 그런데 우리나라는 반도지형으로써 그 지형특성상 동해와 서해의 조수간만의 차가 극심하여 동일 시기를기준으로 동해쪽의 조수간만 차이가 30㎝ ~ 50㎝ 일때 서해쪽의 조수간만 차이는 무려 7M ~ 8M 차이로써 본 고안 출원이전에 선출원한 "해수교환방파제"는 동해안의 조위차를 기준으로 구성된 방파제체이고 본 고안상으로 출원되는 "조류소통을 위한 해수교환 방파제"의 제체구조는 조위차가 극심한 서해안의 자연 조건을 충촉하도록 개량한 고안이다.As mentioned above, by building a breakwater system by stacking a regular sized stone, it takes a huge amount of natural stone, but it is impossible to supply the stone in the natural state indefinitely, and nature is impoverished by the reckless collection of the stone material. As the breakwater is divided into the inland sea and the offshore sea based on the breakwater, the clean seawater from the offshore side cannot flow into the inland sea. The utility model application no. The first application devises a large caisson structure There was a problem that the workability is lowered due to the need to install the amount of the material to solve the problems in the applicant's previous application design as described above, by constructing and assembling the breakwater body separately in several parts to ensure the constructability is more breakwater construction work The design filed "Earth Exchange Breakwater" was applied to make it easy to carry out and have a fishery function. When the difference between tidal tide of east sea side is 30cm ~ 50cm by reference, the difference between tide of west sea side is as much as 7M ~ 8M difference, "Seawater exchange breakwater" which was filed before the present application is the breakwater composed based on the tide difference of east coast. The body structure of "seawater exchange breakwater for bird communication" filed according to the present invention is It is designed to chungchok improving the natural conditions of the extreme west coast.
본 고안 출원전에 선출원한 동해안지형에 적합하도록 구조가 구성된 "해수교환 방파제"(WB)의 구조는 조립식으로써 사석기초단 상면에 외해측으로 소정기울기로 상협하광하고 다수개의 원호면으로 되고 이 각 원호면에 해수통수구가 천설된 각 원호면 내부에 다수개의 수평면을 각 원호면 높이로 통일되게 이격하여 구비하고 각 수평면에는 다수개의 수직기둥을 입설연결한 구조의 외해측블럭체(10)와 이 외해측블럭체(10)의 배면측 사석기초단 상면에 다수단의 내부에 사석이 충전된 중공블럭(20)을 적층하고 이 중공블럭(20) 상측에 내부에 2매씩의 해수통수공이 다수 천설된 해수통수격벽을 가지는 상부구조체(30)와 이 상부구조체(30)상면에 저면에 암키가 요입형성된 캡콘크리트(40)를 상치한 구조구성으로 각 부분을 별도로 제작하여 현장조립하므로써 방파제체를 구축하도록 안출된 고안인 바 본 고안은 상기 본 고안 출원인의 선출원고안에서의 외해측블럭체(10)와 상부구조체(30)의 구조를 부분적으로 변경하고 별도의 소파블럭(50)을 제작하여 외해측블럭체(10) 상면에 포설하는 구조로 변경하므로서 조수간만차이가 극심한 서해 지역에 적합한 방파제체(WB)의 구조를 구성한 바 이를 첨부한 도면에 의거하여 상술하면 다음과같다.The structure of "Seawater Exchange Breakwater" (WB), which is structured to suit the East Coast terrain, which was filed prior to the present invention application, is prefabricated, and is divided into a number of arcs on the upper surface of the sandstone foundation with a predetermined slope. The outer sea block 10 and the outside of the structure having a plurality of horizontal planes are uniformly spaced at the height of each arc surface in each arc surface where seawater drains are installed in each of them. The hollow block 20 filled with sandstone is stacked on the top of the side of the side block body base 10, and a plurality of seawater canisters are laid inside the hollow block 20. By constructing each part separately in the structure structure that superimposed the upper structure 30 having the seawater barrel bulkhead and the cap concrete 40 having the dents formed on the upper surface of the upper structure 30, each part is separately assembled. The present invention devised to build a breakwater body, the present invention partially changes the structure of the outer sea block 10 and the upper structure 30 in the applicant's application draft of the present invention and separate sofa block 50 The structure of the breakwater body (WB) suitable for the West Sea region with extreme tidal difference is constructed by changing the structure to be installed on the upper surface of the outer sea side block 10. This will be described in detail based on the accompanying drawings.
도 1은 본 고안상으로 실시되는 조류 소통을 위한 해수 교환 방파제의 일부 절결 분해 사시도.1 is a partially cutaway exploded perspective view of the seawater exchange breakwater for tide communication carried out in accordance with the present invention.
도 2는 도1에서의 A-A' 선단면도FIG. 2 is a cross-sectional view taken along line AA ′ in FIG. 1; FIG.
<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>
WB. 해수 교환 방파제 1. 해저면 2. 사석WB. Seawater Exchange Breakwater 1. Seabed 2. Sandstone
3. 사석기초단 10. 외해측 블럭체 11. 수평면3. Foundation stage 10. Outer block body 11. Horizontal plane
12. 수직기둥 13. 횡경사골조 14. 종경사골조12. Vertical pillar 13. Transverse slope frame 14. Long slope frame
20. 중공블럭 30. 상부구조체 31. 해수통수공20. Hollow block 30. Superstructure 31. Sea water supply
32. 해수통수격벽 40. 캡콘크리트 100. 단위 소파블럭32. Seawater bucket bulkhead 40. Cap concrete 100. Unit sofa block
101. 지주체 102,102a. 3개의 지간 103. 단층101. Strut 102,102a. 3 spans 103. faults
104,104a. 소지간104,104a. Possession
본 고안상으로 실시되는 조류소통을 위한 해수교환 방파제(WB)의 구조는 해저면(1) 상면에 소정 높이와 폭으로 되는 사석(2)으로 되는 사석기초단(3)상면에 외해측으로 외해측 블럭체(10)를 거치 고정하되 외해측블럭체(10)의 수평면(11) 층수를 현저히 많은 층으로 구비하여 이 층과 층사이에 수직 기둥(12)을 다수개 입설하고 외해측블럭체(10)의 외해측에 소정 기울기의 경사면으로 되는 횡경사골조(13)와 종결사골조(14)를 서로 이격한 상태에서 격자 형태로 형성하여 단위 소파블럭(100)을 종, 횡경사골조(13)(14)상면 전체면에 포설하되 이 단위 소파블럭(100)의 구조는 소정직경과 길이로 되는 콘크리트 지주체(101)외주면에 지주체(101) 중심의 직각방향으로 소정길이와 직경으로 테이퍼형태의 외주면으로 되는 3개의 지간(102)을 등각도로 방사상으로 돌설하되 3개의 지간(102)중에서 상측으로 향하는 지간(102a)은 중도부에 직경이 협소해지는 단층(103)을 형성하며 이 단층(103)으로 협소해지는 지간상측외주면에 지주체(101)의 길이 방향과 직각방향으로 2개의 소지간(101)(104a)을 외주면이 테이퍼지도록 돌설하여서 되는 지간(102)(102a)을 지주체(101)에 2조를 일정한 거리로 이격한 상태에서 돌설하므로써 하나의 단위 소파블럭(100)의 구조를 구성하여 이러한 단위 소파블럭(100)들은 첨부한 도면 도 1에 도시한 바와 같이 외해측블럭체(10)의 종, 횡경사골조(13)(14)상면에 포설하는 한편 상부구조체(30)는 서해안의 조위차에 의하여 정해지는 적절한 높이로 높이를 설정하여 상부구조체(30) 내부에 구비되되 해수통수공(31)이 다수천설된 해수통수격벽(32)을 상부구조체(30)높이에 적절히 부합되는 단수로 다수단 형성하여 이러한 상부구조체(30)와 외해측구조체(10) 및 중공블럭(20) 그리고 캡콘크리트(40)와를 조립하므로써 본 고안상으로 실시되는 서해 해안조건에 적용되는 조류소통을 위한 해수 교환 방파제의 전체구조가 구성된다.The structure of the seawater exchange breakwater (WB) for algae communication carried out in accordance with the present invention is the outer sea side on the top of the rock foundation base (3), which is made of sandstone (2) having a predetermined height and width on the bottom of the sea bottom (1). It is fixed through the block body 10, but the horizontal surface 11 of the outer sea block 10 is provided with a remarkably large number of floors, and a plurality of vertical columns 12 are placed between the layers and the outer sea block ( 10, the unit sofa block 100 is formed in a lattice form in a state in which the transverse slope frame 13 and the terminating slope frame 14, which are inclined planes of a predetermined slope, are spaced apart from each other, and the unit sofa block 100 is longitudinally and transversely sloped frame 13 (14) Install on the entire upper surface, but the structure of the unit sofa block 100 is tapered with a predetermined length and diameter in the direction perpendicular to the center of the support body 101 on the outer peripheral surface of the concrete support body 101 having a predetermined diameter and length. The three sections 102, which are the outer circumferential surface of the form, are radially projected at an isometric angle, but 3 The upper section 102a of the section 102 that faces upward forms a single layer 103 whose diameter is narrow in the middle portion, and is perpendicular to the longitudinal direction of the support body 101 on the upper section outer peripheral surface narrowed by the single layer 103. One unit sofa by protruding the two spaces 101 and 104a in the direction so that the outer circumferential surface is tapered so that the two spaces 102 and 102a are spaced apart from the support body 101 at a predetermined distance. By constructing the structure of the block 100, such unit sofa blocks 100 are installed on the longitudinal and transverse slope skeletons 13 and 14 of the outer sea block 10 as shown in FIG. On the other hand, the upper structure 30 is provided in the upper structure 30 by setting the height to an appropriate height determined by the tide difference of the west coast, but the seawater barrel bulkhead 32 having a large number of seawater canisters 31 is installed. By forming a plurality of stages in a single stage that suits the height of the structure (30) By assembling the substructure 30, the outer sea side structure 10, the hollow block 20, and the cap concrete 40, the overall structure of the seawater exchange breakwater for tide communication applied to the coastal conditions of the West Sea implemented by the present invention It is composed.
상기와 같이 조수간만의 차가 매우 심하면서 파력은 비교적 약한 서해지역에서의 인공어초를 겸한 해수교환이 원활하도록한 본 고안상으로 실시 구축되는 방파제체는 방파제의 제체의 높이가 높드라도 조립식으로 방파제를 구성하는 여러부분을 각각 별개로 제작하여 현장 조립하므로써 공사가 비교적 용이하면서도 소파와 해수 교환과 어족자원의 보호를 동시에 만족할 수 있는 방파제를 제공할 수 있는 효과가 있다.As described above, the breakwater system constructed and implemented in the present invention, which makes the seawater exchange functioning as artificial reefs smoothly in the West Sea region where the tidal wave is very severe and the wave strength is relatively weak, is prefabricated even though the height of the breakwater body is high. By assembling the various parts separately and assembling each part separately, it is relatively easy to construct and can provide a breakwater that can satisfy both sofa and seawater exchange and protection of fish stocks at the same time.
Claims (2)
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KR10-2002-0025821A KR100521899B1 (en) | 2002-05-10 | 2002-05-10 | Seawater exchange breakwater for tide mutual interchanging |
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KR10-2002-0025821A KR100521899B1 (en) | 2002-05-10 | 2002-05-10 | Seawater exchange breakwater for tide mutual interchanging |
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KR2020020004532U Division KR200274517Y1 (en) | 2002-02-15 | 2002-02-15 | Seawater exchange breakwater for tide mutual understanding |
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KR100521899B1 KR100521899B1 (en) | 2005-10-14 |
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CN110952605A (en) * | 2019-10-23 | 2020-04-03 | 中船第九设计研究院工程有限公司 | Operation platform is consolidated to river bank building foundation |
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KR100701640B1 (en) | 2006-08-22 | 2007-03-29 | 주식회사 유일종합기술단 | Breakwater Structure for Comings and Goings Tide in Harmony |
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KR100368618B1 (en) * | 2000-06-02 | 2003-01-24 | 원 회 양 | Breakwater exchanging seawater |
KR200234585Y1 (en) * | 2001-03-06 | 2001-09-28 | 원 회 양 | Breakwater exchanging seawater which have function artificial fishing reef. |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110952605A (en) * | 2019-10-23 | 2020-04-03 | 中船第九设计研究院工程有限公司 | Operation platform is consolidated to river bank building foundation |
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KR100521899B1 (en) | 2005-10-14 |
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