KR200197765Y1 - A breakwater which makes the possible seawater moves in a cycle - Google Patents

A breakwater which makes the possible seawater moves in a cycle Download PDF

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Publication number
KR200197765Y1
KR200197765Y1 KR2020000011878U KR20000011878U KR200197765Y1 KR 200197765 Y1 KR200197765 Y1 KR 200197765Y1 KR 2020000011878 U KR2020000011878 U KR 2020000011878U KR 20000011878 U KR20000011878 U KR 20000011878U KR 200197765 Y1 KR200197765 Y1 KR 200197765Y1
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breakwater
block
sea
circumferential walls
seawater
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KR2020000011878U
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Korean (ko)
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양원회
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양원회
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B2201/00Devices, constructional details or methods of hydraulic engineering not otherwise provided for
    • E02B2201/50Devices for sequentially discharging constant liquid quantities, e.g. into different irrigation channels
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard 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

본 고안은 해안가 방파제를 구축함에 있어서 밀물때에는 외해측으로부터 밀려오는 파랑을 소파하여 내해측으로 유입되게하고 썰물때에는 내해측으로 유입된 해수가 외해측으로 유출되도록 해수의 순환이 용이하게 되면서도 내해의 해면이 정온을 유지하도록하므로서 내해측 해수가 부영향화로 오수가 되지 못하도록 한 방파제 구조에 대한 고안이다.In the construction of the coastal breakwater, the blue seas coming from the outer sea side are introduced into the inland sea side at high tide, and the seawater flowing into the inland sea side at the low tide flows out to the offshore side, while the sea surface of the inland sea maintains a steady temperature. The breakwater structure is designed to keep the seawater from being sewage due to side effects.

Description

해수 순환 방파제{A breakwater which makes the possible seawater moves in a cycle}A breakwater which makes the possible seawater moves in a cycle}

본 고안은 해안가에서 일정한 거리로 이격된 위치의 바다에 구축하여 해안가의 부두 등에 정박한 선박이나 각종 부두시설물을 파랑으로부터 보호하기 위한 구축물인 방파제에 대한 고안으로서 이러한 방파제의 제체는 사석제 방파제 또는 사석제 방파제체의 파랑이 밀려오는 외해측 경사면에 테트라포드 등의 소파블럭을 정적, 또는 난적한 혼성 방파제 또는 블럭을 지그재그식으로 어긋지게 조적한 블럭 방파제 또는 케이슨 식 방파제체로 방파제가 구축된다.The present invention devises a breakwater that is a structure for protecting ships and various pier facilities anchored at a pier on the shore by setting it up in the sea spaced at a certain distance from the shore, and the body of the breakwater is a sandstone breakwater or a sandstone. A breakwater is constructed of a block breakwater or caisson type breakwater in which a sofa block such as tetrapod or the like is zigzag-shifted in a sofa block such as tetrapod or a block on the outer sea side slope where the wave of the breakwater is pushed.

일반적으로 방파제는 항만시설의 외각시설로서 항만기능상 필수적인 시설물이지만 지형에 따라서는 외해로부터 오는 파도가 차단되고 조수간만의 차이에 따라는 밀물,썰물과 같은 해수이동의 자연현상등이 방파제의 장애를 받아 방파제가 차단하고 있는 내해측해수가 순환되지 못하고 장기간 항내에 정체되어 있게되어 항만 주변에서 유입되는 오염원과 해수자체의 정체로 인한 해수의 부영양화로 인하여 오수가 되어 항만 또는 해안환경오염의 원인이 되고 있는 경우가 발생되게되어 이에대한 대책이 절실히 요구되고 있는 실정이다.In general, the breakwater is an external facility of the port facility, but it is an essential facility for the function of the port, but depending on the topography, the waves coming from the open sea are blocked, and the natural phenomenon of seawater movement such as high tide and low tide depends on the difference between tides. The inland seawater blocked by the breakwater has not been circulated, and has been stagnated for a long time, causing sewage due to the contaminants of the seawater caused by the contaminants coming from around the port and the congestion of the seawater itself, which is causing the port or coastal environmental pollution. In some cases, there is an urgent need for countermeasures.

도 1 은 본 고안상으로 실시되는 해수 순환 방파제의 부분 사시도1 is a partial perspective view of a seawater circulation breakwater implemented according to the present invention

도 2 는 본 고안상으로 실시되는 해수순환 방파제의 횡단면도Figure 2 is a cross-sectional view of the seawater circulation breakwater carried out in accordance with the present invention

(도면의 주요부분에 대한 부호설명)(Code description of main parts of drawing)

1.방파제 2.해저면 3.사석 4.기초단1. Breakwater 2. Bottom 3. Stone 4. Foundation

5,5a.하단부 6.저면 7,7a.전,후 주벽5,5a.Bottom 6.Bottom 7,7a.Prior wall before and after

8.내부 9,9a,9b,9c,9d,9e,9f,9g.통수공8.Inner 9,9a, 9b, 9c, 9d, 9e, 9f, 9g.

10,10a.요면 11,11a.철면 12,12a.수직격벽10,10a.Curves 11,11a.Convex 12,12a.Vertical bulkhead

13.캡콘크리트 14.암키 15.숫키13.Cap concrete 14.Amber 15.Num key

본 고안은 상기와 같이 종래 방파제에 의한 내해측 해수가 정체되지 않고 항상 외해측 해수와 내해측 해수가 자연 상태로 순환이 되도록 하면서도 내해측 해면이 정온을 유지할 수 있는 해수순환방파제를 제공할 수 있도록 안출한 고안으로서 이를 첨부한 도면에 의거하여 상술하면 다음과 같다.The present invention is to provide a seawater circulating breakwater that can maintain the constant temperature while the inner sea surface seawater is not stagnant and the outer sea water and the inner sea sea water is circulated in a natural state as described above. When the present invention is described in detail based on the accompanying drawings as follows.

방파제(1)가 구축될 해저면(2)로부터 일정한 높이로 사석(3)으로되는 기초단(4)을 수평으로 형성하여 이 기초단(4) 상면에 전,후 하단부(5)(5a)가 비교적 두텁게 구비되고 저면(6)이 일정한 두께로 밀폐되며 그 전,후 좌,우주벽(7)(7a)이 일정한 높이로 되고 내부(8)가 중공인 기초블럭(B)을 재치하되 이 기초블럭(B) 전,후 주벽에는 동일한 위치와 동일한 직경의 통수공(9)(9a)이 상하로 다수줄천설되게하고 이러한 기초블럭(B)의 전,후,좌,우 주벽(7)(7a) 상단면에 상하가 개통되고 기초블럭(B)에 천설된 통수공(9)(9a) 과 동일한 통수공(9b)(9c)이 전후주벽(7b)(7c)에 천설된 중공블럭(Ba)이 재치되며 이러한 중공블럭(Ba)상단면에 일정한 높이의 전,후 좌,우 주벽(7d)(7e)중의 전,후 주벽(7d)(7e)외측면은 다수개의 요면(10)(10a)과 철면(11)(11a)이 원호로 형성되는 상부소파블럭(Bb)이 재치입설되되 이 상부소파블럭(Bb)내면에는 2개의 수직격벽(12)(12a)이 입설되게하고 상부소파블럭(Bb)의 요면(10)(10a)에는 길이방향으로 다수개의 통수공(9d)(9e)이 천설되며 수직격벽(12)(12a)에도 통수공(9d)(9e)과 어긋지는 위치에 다수개의 통수공(9f)(9g)을 천설하며 이러한 상부소파블럭(Bb)상면에 캡콘크리트(13)를 재치하여 본 고안상으로 실시되는 해수순환방파제가 구성된다.The foundation stage 4, which is a rock stone 3, is formed horizontally from the sea bottom 2, on which the breakwater 1 is to be constructed, at a constant height, and the lower and rear portions 5, 5a before and after the upper stage 4 are formed. Is relatively thick, the bottom surface (6) is sealed to a certain thickness, and before and after the left and right walls (7) (7a) of a constant height and the interior (8) is a base block (B) is placed The main wall before and after the foundation block (B) has a plurality of rows of water holes (9) (9a) of the same position and the same diameter up and down, and the front, rear, left, right main walls (7) of the foundation block (B) (7a) The hollow block in which the upper and lower sides are opened and the same through hole 9b and 9c as the through hole 9 and 9a installed in the foundation block B are installed in the front and rear circumferential walls 7b and 7c. (Ba) is placed and the front and rear circumferential walls (7d) (7e) of the front, rear, left and right circumferential walls (7d) (7e) of a constant height on the upper surface of the hollow block (Ba) is a plurality of concave surfaces (10). ), The upper sofa block Bb, in which the 10a and the iron surfaces 11 and 11a are formed in an arc, The vertical surface of the upper sofa block Bb has two vertical bulkheads 12 and 12a, and a plurality of water holes 9d in the longitudinal direction on the concave surfaces 10 and 10a of the upper sofa block Bb. ) 9e is laid and a plurality of water holes 9f and 9g are installed in the vertical bulkheads 12 and 12a in a position where they are displaced from the water holes 9d and 9e. The cap concrete 13 is mounted on the seawater circulating breakwater to be implemented according to the present invention.

그리고 각 블럭과 블럭의 상단과 하단에는 각각 암키(14)와 숫키(15)를 형성하여 재치한다.And each block and the top and bottom of the block to form a key 14 and a male key 15, respectively.

상기와 같이 구성된 본 고안상의 해수순환 방파제(1)는 외해로부터 밀려오는 파랑이 1차로 상부소파블럭(Bb)의 요면(10)과 철면(11)에 부딪혀 일부소파되고 파랑의 일부는 통수공(10)을 통과하여 상부소파블럭(Bb)내부로 진입하나 2차,3차로 수직격벽(12)(12a)에 천설된 통수공(9f)(9g)을 차례로 통과하면서 더욱 파력이 약하여지는데 특히 통수공(10)과 통수공(9f)(9g)와의 위치가 틀리므로 이들을 지나면서 확실히 소파되어 상부소파블럭(Bb)의 내해측 통수공(10a)을 통과하여 내해측으로 유입되는 해수는 정온을 유지한 상태로 해수가 유입되어 밀물과 썰물에 의한 해수의 이동순환이 원활하면서도 내해측 해면은 항상 정온을 유지할 수 있는 효과가 있다.The seawater circulation breakwater 1 according to the present invention configured as described above is partially waved by firstly hitting the concave surface 10 and the convex surface 11 of the upper sofa block Bb and the blue wave coming from the outer sea. 10) pass through the upper sofa block (Bb), but through the through holes (9f) (9g) installed in the vertical bulkheads (12) (12a) in the 2nd and 3rd direction in order to further weaken the wave power. Since the position between the ball 10 and the water passage 9f and 9g is different, the seawater flowing into the seawater passing through the water passage 10a of the upper sofa block Bb and flowing to the inner sea side maintains a constant temperature. As the seawater enters in a state, the circulation of seawater flows smoothly by the high tide and the low tide, but the inland sea surface is always effective to maintain a constant temperature.

Claims (1)

해안가에서 일정거리로 이격한 위치의 바다에 구축하는 방파제를 구축함에 있어서 방파제가 구축될 해저면(2)로부터 일정한 높이로 사석(3)으로 되는 기초단(4)을 수평으로 형성하여 이 기초단(4) 상면에 전,후 하단부(5)(5a)가 비교적 두텁게 구비되고 저면(6)이 일정한 두께로 밀폐되며 그 전, 후 좌우주벽(7)(7a)이 일정한 높이로 되고 내부(8)가 중공인 기초블럭(B)을 재치하되 이 기초블럭(B)전,후 주벽에는 동일한 위치와 동일한 직경의 통수공(9)(9a)이 상하로 다수줄 천설되게하고이러한 기초블럭(B)의 전,후,좌,우 주벽(7)(7a) 상단면에 상하가 개통되고 기초블럭(B)에 천설된 통수공(9)(9a) 과 동일한 통수공(9b)(9c)이 전후주벽(7b)(7c)에 천설된 중공블럭(Ba)이 재치되며 이러한 중공블럭(Ba)상단면에 일정한 높이의 전,후 좌,우 주벽(7d)(7e)중의 전,후 주벽(7d)(7e)외측면은 다수개의 요면(10)(10a)과 철면(11)(11a)이 원호로 형성되는 상부소파블럭(Bb)이 재치입설되되 이 상부소파블럭(Bb)내면에는 2개의 수직격벽(12)(12a)이 입설되게하고 상부소파블럭(Bb)의 요면(10)(10a)에는 길이방향으로 다수개의 통수공(9d)(9e)이 천설되며 수직격벽(12)(12a)에도 통수공(9d)(9e)과 어긋지는 위치에 다수개의 통수공(9f)(9g)을 천설하여서되는 해수순환방파제.In constructing the breakwater to be built in the sea at a distance from the seashore, the foundation stage 4 is formed horizontally by the sandstone 3 at a constant height from the sea bottom 2 on which the breakwater is to be constructed. (4) The front and rear lower ends (5) (5a) are provided relatively thick on the upper surface, and the bottom surface (6) is sealed to a certain thickness, before and after the left and right circumferential walls (7) (7a) are of constant height and the inside (8) ) Is placed in a hollow foundation block (B), but before and after the foundation block (B), a plurality of rows of holes (9) (9a) of the same position and the same diameter are laid up and down in the circumferential wall. The upper and lower openings of the front, rear, left, and right circumferential walls (7) (7a) of the front and back, and the same through hole (9b) (9c) as the through hole (9) and (9a) installed in the foundation block (B) Hollow blocks Ba installed on the front and rear circumferential walls 7b and 7c are mounted, and the front and rear circumferential walls in the front and rear left and right circumferential walls 7d and 7e of a constant height are placed on the upper surface of the hollow blocks Ba. 7d) (7e) outside The upper sofa block Bb, in which a plurality of concave surfaces 10, 10a and convex surfaces 11, 11a are formed in an arc, is remounted, and two vertical bulkheads 12, 12 are formed on the inner surface of the upper sofa block Bb. 12a) is installed in the groove surface of the upper sofa block (Bb) 10 (10a) a plurality of holes in the longitudinal direction (9d) (9e) are laid in the vertical bulkhead (12) (12a) also through the water holes (9d) Seawater circulation breakwater formed by laying a plurality of water holes (9f) (9g) in a position to be shifted from (9e).
KR2020000011878U 2000-04-26 2000-04-26 A breakwater which makes the possible seawater moves in a cycle KR200197765Y1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100521903B1 (en) * 2002-09-02 2005-10-14 원 회 양 Seawater exchange structure of caisson breakwater
KR100740825B1 (en) 2006-09-04 2007-07-19 주식회사 혜인이엔씨 Breakwater exchanging seawater which have function artificial fishing reef

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100615722B1 (en) * 2006-02-08 2006-08-28 주식회사 도화종합기술공사 Breakwater construction structure make sea water transit possible
KR100750883B1 (en) * 2006-09-28 2007-08-22 주식회사 한국항만기술단 Permeability structure and the construction method of this for sand beach shore maintenance and littoral nourishment facilities
KR100714784B1 (en) * 2007-02-07 2007-05-04 자연엔지니어링 주식회사 Breakwater exchanging seawater
KR100720320B1 (en) * 2007-02-23 2007-05-21 주식회사 항도엔지니어링 A soft ground use sectional breakwater

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100521903B1 (en) * 2002-09-02 2005-10-14 원 회 양 Seawater exchange structure of caisson breakwater
KR100740825B1 (en) 2006-09-04 2007-07-19 주식회사 혜인이엔씨 Breakwater exchanging seawater which have function artificial fishing reef

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