KR100491111B1 - Breakwater for seawater exchange - Google Patents
Breakwater for seawater exchange Download PDFInfo
- Publication number
- KR100491111B1 KR100491111B1 KR10-2002-0025853A KR20020025853A KR100491111B1 KR 100491111 B1 KR100491111 B1 KR 100491111B1 KR 20020025853 A KR20020025853 A KR 20020025853A KR 100491111 B1 KR100491111 B1 KR 100491111B1
- Authority
- KR
- South Korea
- Prior art keywords
- seawater
- breakwater
- sea
- block
- horizontal
- Prior art date
Links
- 239000013535 sea water Substances 0.000 title claims abstract description 35
- 239000004575 stone Substances 0.000 claims description 11
- 230000000903 blocking effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000000463 material Substances 0.000 description 1
- 239000002351 wastewater 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 방파제체 구조에 대한 발명으로써 특히 방파제체가 밀물과 썰물때 해수를 통과 시킬수 있는 구조로 되어 방파제를 기준으로 내해와 외해의 해수를 교환될 수 있도록 하므로써 내해의 해수 수질을 청정하게 유지될 수 있게 하면서도 파랑을 차단하는 기능을 가지는 방파제체의 구조에 대한 발명이다. The present invention is an invention for the breakwater structure, in particular, the breakwater is a structure that can pass the seawater at high tide and low tide so that the seawater quality of the inland sea can be kept clean by exchanging seawater of the inland sea and the outside sea based on the breakwater It is an invention for the structure of the breakwater body having a function of blocking the blue wave.
Description
본 발명은 방파제 구축구조에 대한 것으로 방파제는 항만의 기본 외곽 시설인 바 외해로 부터 끊임없이 밀려오는 파랑을 차단하여 항내 해수면의 정온을 유지하게 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.The present invention relates to the construction of the breakwater structure, which is a basic outer facility of the harbor, which blocks the blue waves constantly flowing from the open sea to maintain the constant temperature of the sea level in the harbor, thereby protecting the various facilities of the harbor from the blue waves and the fluctuations of the vessel in berthing. It is an essential basic structure to minimize the port, but in the past, to build a breakwater body 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 부영양와가 되므로 수질이 악화되어 항만을 오염시키게되는 문제가 발생되게 되어 조수에 의하여 해수가 방파제 내해와 외해를 자유롭게 교환되는 제체구조로 되는 해수교환 방파제 구조인 본 발명 출원인의 선출원고안의 실용신안 출원번호 2000-0015741호 "해수교환 방파제"가 출원되어 있으나 상기 선출원 고안은 대형 케이슨식 구조로 구성되어 대중량물을 설치해야 함에 따라 작업성이 저하되는 문제가 있다.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 of the offshore side cannot flow into the inland sea, so the seawater of the inland sea mixes with the wastewater from the land and becomes an eutrophic, so the water quality deteriorates and pollutes the port. Problem arises Utility Model Application No. 2000-0015741 "Seawater exchange breakwater" of the present application of the present applicant, which is a seawater exchange breakwater structure in which the seawater is a body structure to be freely exchanged seawater breakwater by the tide However, the design of the first application is composed of a large caisson structure There is a problem that the workability is degraded as the amount of water must be installed.
본 발명은 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 겸비하도록 안출한 발명으로써 이를 첨부한 도면에 의거하여 상술하면 다음과 같다.The present invention solves the problems in the applicant's prior application design as described above by making the breakwater body separately in several parts to assemble the construction so that the construction is good, so that the construction of the breakwater can be more easily made and the fishery (기능) function When described in detail based on the accompanying drawings as a invention devised to combine as follows.
본 발명상으로 실시되는 해수 교환 방파제(WB)의 구조는 해저면(1) 상면에 소정 높이와 폭으로 되는 기초단(2)을 사석(3)으로 포설하고 이 사석기초단(2)상면에 외해측으로 소정기울기로 상협하광하고 다수개의 원호면(4)으로 되는 외해측 블럭체(10)를 거치하되 이 외해측 블럭체(10)의 각 원호면(4)에는 해수통수구(11)가 다수개 수평방향으로 천설되고 최상측 원호면(4) 선단과 수평적으로 연설되는 상측수평면(12)에는 다수개의 사각통수공(13)이 천설되고 상측수평면(12)상면에는 상측수평면(12)과 동일한 가로, 세로로 되고 소정 두께를 가지며 긴 길이의 통수공(14)을 다수 천설한 콘크리트 상판(15)을 재치하며 각 원호면(4)내부에 내해측으로 다수개의 수평면(12a)(12b)(12c)(12d)(12e)을 각 원호면(4) 높이로 통일되게 이격된 거리로 구비되게하고 각 수평면에는 다수개의 수직기둥(16)(16a)(16b)(16c)을 소정거리로 이격하여 입설하므로써 이 외해측블럭체(10)는 해수교환이 자유롭게 되는 인공어초 구실을 하게하며 이 외해측 블럭체(10) 배면측의 사석기초단(2) 상면에 다수단(도면상으로는 2단)의 중공블럭(20)을 적층하여 그 내부공간에 사석(3)을 충전하고 그 사석(3)상면에 상, 하, 좌, 우 벽체(31)(31a)(31b)(31c)로 되고 내부 중도부에 수직 벽체(32)로 구획되며 내부에 각각 2매씩의 해수통수격벽(33)(33a)을 일정한 각도로 경사지게 입설하되 이 해수통수격벽(33)(33a)에도 다수개의 해수통수공(34)을 천설하여서되는 상부구조체(30)를 재치하되 이 상단구조체(30)의 상면 벽체(31)에는 2줄의 숫키(35)(35a)를 방파제 길이 방향으로 입설하고 상부구조체 좌, 우 벽체(31a)(31c) 외면 중도부에 일측은 암키(도시안됨)와 타측은 숫키(36)가 수평적으로 돌설되게 하며 이러한 상부구조체(30)상면(31)에 이 상부구조체 평면크기와 동일 크기 면적의 캡콘크리트(40)를 거치고정하되 이 캡콘크리트(40) 저면에는 상부구조체(30) 상면(31)에 돌설된 숫키(35)(35a)가 삽입되는 암키(41)(41a)를 형성하여서 전술한 외해측 구조체(10)와 콘크리트 상판(15)과 중공블럭(20)과 상부구조체(30)와 캡콘크리트(40)를 조적조립하므로써 하나의 단위 방파제체(WB)가 되게하여 이러한 조립구조로 되는 단위 방파제체(WB)를 필요한 길이만큼 좌,우로 연설하므로써 본 발명상으로 실시되는 해수교환 방파제의 구조가 구성된다.The structure of the seawater exchange breakwater WB implemented in accordance with the present invention includes a foundation stage 2 having a predetermined height and width on the upper surface of the sea bottom surface 1 as a sandstone 3 and on the top surface of the foundation stone foundation 2. A seawater outlet 11 is provided on each circular arc surface 4 of the outer sea side block body 10 through the outer sea side block body 10 formed by a predetermined slope to the outer sea side and having a plurality of circular arc surfaces 4. A plurality of rectangular through-holes 13 are installed in the upper horizontal plane 12 which is laid in a plurality of horizontal directions and is horizontally spoken with the tip of the uppermost circular arc surface 4, and an upper horizontal plane 12 is disposed on the upper horizontal plane 12. It has the same horizontal, vertical, and the same thickness as the concrete top plate (15) on which a plurality of long holes (14) are laid, and inside the arc surface (4) a plurality of horizontal planes (12a, 12b) (12c) 12d and 12e to be provided at uniformly spaced distances at the height of each arc surface 4, and in each horizontal plane a number of By placing the two vertical columns 16, 16a, 16b and 16c apart by a predetermined distance, the outer sea block 10 serves as an artificial reef for freeing seawater exchange and the outer sea block 10 ) The hollow block 20 of the multi-stage (two stages in the drawing) is laminated on the upper surface of the base of the dead stone on the rear side, and the top of the bottom of the top of the top of the top of the top of the bottom of the top of the dead stone is filled. , Left and right walls 31, 31a, 31b and 31c, divided into vertical walls 32 in the inner middle part, and each of two seawater barrel bulkheads 33 and 33a therein at a constant angle. The upper structure 30, which is installed in an inclined manner and laid a plurality of seawater hydraulic holes 34 in the seawater barrel bulkheads 33 and 33a, is placed on the top wall 31 of the upper structure 30 in two rows. The male keys 35, 35a are inserted in the longitudinal direction of the breakwater, and the male keys 36 are horizontally positioned on one side of the upper structure left and right walls 31a, 31c, and the male keys 36 on the other side. The upper surface 31 of the upper structure 30 is fixed to the cap concrete 40 having the same size as the upper surface of the upper structure, but the lower surface of the upper structure 30 on the upper surface 31 of the cap concrete 40. The above-mentioned external sea side structure 10, the concrete upper plate 15, the hollow block 20, and the upper structure 30 are formed by forming the female keys 41 and 41a into which the male keys 35 and 35a protruding therefrom are inserted. The seawater exchange breakwater implemented according to the present invention is formed by assemble and assemble the cap concrete 40 into a single unit breakwater body (WB) to address the unit breakwater body (WB) having such an assembly structure to the left and right sides as necessary. The structure is constructed.
상기와 같이 조립식으로 구성되는 해수교환 방파제(WB)는 별도의 장소에서 각각 각 부분들을 단위 유니트 크기로 제작하므로 현장 이동이 용이하며 대중량물이 아니어서 작업용 대형 중장비가 필요 없고 조립작업이 용이하며 외해측해수와 내해측해수가 원활하게 교환되므로 항상 청결한 내해측 해수 수질을 유지할수 있다.The seawater exchange breakwater (WB), which is constructed as described above, is manufactured on a separate unit in each unit in a separate place, so it is easy to move on site and is not heavy and does not require large heavy equipment for work, and is easy to assemble. Since the seawater and inland seawater are exchanged smoothly, it is possible to maintain clean seawater quality at all times.
도 1은 본 발명상으로 실시되는 해수 교환 방파제의 일부 사시도1 is a partial perspective view of a seawater exchange breakwater implemented according to the present invention
도 2는 도 1에서의 A-A' 선단면도2 is a cross-sectional view taken along line A-A 'in FIG.
<도면의 주요 부분에 대한 부호설명><Code Description of Main Parts of Drawing>
WB. 해수 교환 방파제 1. 해저면 2. 사석기초단 3. 사석WB. Seawater Exchange Breakwater 1. Seabed 2. Basal Stone Foundation 3. Sastone
4. 원호면 10. 외해측 블럭체 11. 해수통수공 4. Circular arc surface 10. Outer block side 11. Sea water supply
12. 상측 수평면 12a,12b,12c,12d,12e. 수평면12. Upper horizontal planes 12a, 12b, 12c, 12d, 12e. water level
13. 사각통수공 14. 통수홈 15. 콘크리트 상판 13. Square water pipe 14. Water channel 15. Concrete deck
16,16a,16b,16c. 수직기둥 20. 중공블럭 30. 상부구조체 16, 16a, 16b, 16c. Vertical pillar 20. Hollow block 30. Superstructure
31.31a,31b,31c. 상,하,좌,우 벽체 32. 수직벽체31.31a, 31b, 31c. Up, Down, Left, Right Walls 32. Vertical Walls
33,33a. 해수통수격벽 34. 해수통수공 35,35a,36. 숫키 33,33a. Seawater channel bulkhead 34. Seawater channel 35, 35a, 36. Numeric
40. 캡콘크리트 41,41a. 암키40. Cap concrete 41, 41a. Amkey
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR10-2002-0025853A KR100491111B1 (en) | 2002-05-10 | 2002-05-10 | Breakwater for seawater exchange |
Applications Claiming Priority (1)
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KR10-2002-0025853A KR100491111B1 (en) | 2002-05-10 | 2002-05-10 | Breakwater for seawater exchange |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
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KR2020020004185U Division KR200284920Y1 (en) | 2002-02-08 | 2002-02-08 | Breakwater for seawater exchange |
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KR20030067446A KR20030067446A (en) | 2003-08-14 |
KR100491111B1 true KR100491111B1 (en) | 2005-05-27 |
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KR10-2002-0025853A KR100491111B1 (en) | 2002-05-10 | 2002-05-10 | Breakwater for seawater exchange |
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KR100720320B1 (en) * | 2007-02-23 | 2007-05-21 | 주식회사 항도엔지니어링 | A soft ground use sectional breakwater |
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