KR200213130Y1 - The breakwater which tide stream can go in and out - Google Patents

The breakwater which tide stream can go in and out Download PDF

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Publication number
KR200213130Y1
KR200213130Y1 KR2020000025019U KR20000025019U KR200213130Y1 KR 200213130 Y1 KR200213130 Y1 KR 200213130Y1 KR 2020000025019 U KR2020000025019 U KR 2020000025019U KR 20000025019 U KR20000025019 U KR 20000025019U KR 200213130 Y1 KR200213130 Y1 KR 200213130Y1
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South Korea
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breakwater
sea
culvert
seawater
box
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KR2020000025019U
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Korean (ko)
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양원회
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양원회
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Abstract

본 고안은 방파제의 제체 구조에 대한 것으로서 통상적인 방파제는 그 제체구조와는 상관없이 해저면으로부터 수면 상부까지의 높이로 연결되어있어 제체를 중심으로 내해와 외해로 구획되어있어 내해측 해수는 방파제에 의해 해수순환이 차단되므로 내해측 해수면의 정온은 유지되지만 이로인해 해수 순환이 되지 않으므로 해수가 부영양화로 인해 수질이 오염되는 바 본 고안은 내해의 해수면의 정온을 유지하면서도 해저부에서 내해측해수와 외해측 해수가 조류에 의하여 원활히 소통 될수 있도록 한 고안이다.The present invention is about the structure of the breakwater. The conventional breakwater is connected to the height from the bottom of the sea to the top of the surface regardless of the structure of the breakwater, so that the seawater is divided into the inner sea and the outer sea. Since the circulation of the seawater is blocked, the constant temperature of the inland sea level is maintained, but because of this, the seawater is not circulated, so that the water quality is contaminated by eutrophication. It is designed to allow the seawater to communicate smoothly by algae.

Description

조류 소통 방파제 {The breakwater which tide stream can go in and out}Bird Communication Breakwater {The breakwater which tide stream can go in and out}

본 고안은 항만의 기초시설인 방파제의 제체 구조에 대한 고안으로서 방파제는 외해로부터 끊임없이 밀려오는 파랑을 차단하여 항내 수면의 정온을 유지하고 선박의 하역작업에 지장이 없도록 하는 필수적인 시설로서 일반적으로 방파제의 제체 구조는 사석 방파제,혼성 방파제,케이슨식 직립 방파제등이 있고 각 체체는 그 구조 특성이 달라서 방파제를 구축하고자 하는 해저면의 상태,파랑의 세기,조수간만차등의 여러 조건에 따라 가장 적합한 제체를 선택하여 방파제를 시공하게 된다.The present invention is designed for the structure of the breakwater, which is the basic infrastructure of the port. The breakwater blocks the waves that are constantly coming from the open sea to maintain the calmness of the water surface in the harbor. As an essential facility to prevent the unloading operation of the ship, the structure of the breakwater generally includes sandstone breakwater, hybrid breakwater, caisson type upright breakwater, and each body has different structural characteristics, According to various conditions such as wave intensity and tidal wave, the most suitable body is selected and the breakwater is constructed.

상기와 같은 여러가지 형태의 방파제(WB) 제체가 있으나 이들 제체의 공통점은 제체가 해저면 기초단(1)으로부터 수면 상부까지 연결되어 있어 제체를 중심으로 내해(2)와 외해(3)로 구획이 되어 내해와 외해와의 해수가 순환되지 않아 내해측의 해수는 정체되게되고 육지로부터 유입되는 오수와 정체된 해수가 혼화되어 부영양화 하므로 수질이 오염되어 수질 공해를 일으키는 원인이 되는 문제점이 대두되었다.Although there are various types of breakwater (WB) bodies as described above, the commonalities of these bodies are that the bodies are connected from the base of the sea bottom (1) to the upper surface of the water, and the compartments are divided into the inner sea (2) and the outer sea (3). Since the seawater between the inland sea and the open sea was not circulated, the seawater on the inland sea became stagnant, and the sewage and the stagnant seawater flowing from the land became mixed and eutrophicated. Therefore, the water quality was contaminated and caused water pollution.

도 1은 종래의 방파제 중에서 혼성 방파제의 횡단면도1 is a cross-sectional view of a hybrid breakwater among conventional breakwaters

도 2는 본 고안상으로 실시되는 조류 소통 방파제의 횡단면도Figure 2 is a cross-sectional view of the bird communication breakwater implemented in accordance with the present invention

도 3은 본 고안상으로 실시되는 조류 소통 방파제의 박스형 암거 부분만의 정면도3 is a front view of only the box-shaped culvert of the bird communication breakwater carried out in accordance with the present invention

<도면의 주요 부분에 대한 부호설명><Code Description of Main Parts of Drawing>

WB. 방파제 1. 해저면 기초단 2. 내해WB. Breakwater 1. Bottom of seabed 2. Inland sea

3. 외해 10. 해저면 11. 사석3. Offshore 10. Seabed 11. Sandstone

11a. 기초단 12. 콘크리트 박스형 암거(Culvert)11a. Foundation 12. Concrete Box Culvert

13,13a. 전,후 통수구 14. 경사면 15. 피복석13,13a. Before and after water outlets 14. Slope 15. Cladding

16. 테트라 포드 17. 중공블럭 18. 캡콘크리트16.Tetra Pod 17.Hollow Block 18.Cap Concrete

19. 둔덕 20. 돌턱19. Mounds 20. Stone Jaw

본 고안은 상기와 같은 종래 문제점을 해결하도록 방파제체 하부에 해수가 소통될 수 있게 함으로서 내해측 해수는 정온을 유지하면서도 항상 청정한 해수 수질을 유지 할 수 있도록 하는 기능을 가지는 방파제에 대한 고안인바 특히 조위차가 심한 해역에 적합한 방파제체로서 이를 첨부한 도면에 의거하여 상술하면 다음과 같다The present invention allows the seawater to be communicated to the lower part of the breakwater body to solve the conventional problems as described above. As a breakwater body suitable for a severe sea area according to the accompanying drawings as follows:

본 고안상으로 실시되는 방파제(WB)는 혼성 방파제의 일종으로서 해저면(10) 상면에 일정한 높이와 폭으로 사석(11)으로 되는 기초단(11a) 상면에, 첨부한 도면 도 3에 도시한 바와 같이 일정한 높이와 폭으로 되는 콘크리트 박스형 암거(Culvert)(12)를 기초단(11a)의 폭방향으로 암거(12)의 전,후 통수구(13)(13a)가 위치되도록 방파제(WB) 길이 전체 하단부 기초단(11a) 상면에 재치하고 이 박스형 암거(12) 상면에 사석(11)으로 방파제체를 형성하되 외해(3)측 제체는 일정한 구배의 경사면(14)으로 형성하여 경사면(14)상면에 피복석(15)으로 피복하고 피복석(15) 상면에는 테트라포드(16)를 정적 또는 난적하며 경사면(14) 하부선단에는 테트라포드(16)가 하방으로 밀리지 못하도록 둔덕(19)을 돌설하고 이 둔덕(19) 또한 밀리지 못하도록 돌턱(20)에 의하여 괘지되게 하고 박스형 암거(12)의 내해(2)측 상면에는 중공블럭(17)을 수직으로 다수단 제체 높이가 되도록 적층하고 중공블럭(17) 내부에는 사석(11)을 충전하며 중공블럭(17) 상면에는 캡콘크리트(18)을 타설하여서 본 고안상으로 구축되는 방파제가 구성된다.The breakwater WB implemented according to the present invention is a kind of hybrid breakwater, which is attached to the upper surface of the base end 11a, which becomes a stone 11 at a constant height and width on the upper surface of the sea bottom 10, as shown in FIG. Concrete box with constant height and width Culvert 12 on the upper surface of the bottom end 11a of the entire length of the breakwater WB so that the front and rear water passages 13 and 13a of the culvert 12 are positioned in the width direction of the base 11a. And a breakwater body is formed by the sandstone 11 on the upper surface of the box-shaped culvert 12, and the outer sea 3 side body is formed by the inclined surface 14 having a predetermined gradient, and the top surface of the inclined surface 14 is covered with the covering stone 15. Tetrapod 16 is static or dense on the top surface of the coated stone 15, and a mudstone 19 protrudes from the lower end of the inclined surface 14 so that the tetrapod 16 cannot be pushed downward, and the mudstone 19 is also not pushed. The hollow block 17 is vertically stacked on the upper surface of the inland sea 2 side of the box-shaped culvert 12 so as to have a multi-level vertical height, and the hollow block 17 is filled with a sandstone 11 and the hollow block. (17) The upper surface of the breakwater is constructed by the cap concrete (18) It is.

본 고안상으로 실시되는 방파제(WB)는 방파제 제체 하단부에 방파제(WB)의 전길이로 박스형 암거(12)가 매설되되 박스형 암거(12) 양측의 통수공(13)(13a)이 내해(2)와 외해(3)에 위치되어 밀물과 썰물때 내해측의 해수와 외해측의 해수가 원활하게 소통되어 내해는 항상 청정한 해수 수질을 유지되게하되 이러한 해수 소통은 수중에서 이루어지므로 수면은 항상 정온을 유지하면서 해수가 소통될 수 있게 된다.The breakwater (WB) implemented according to the present invention has a box-type culvert 12 embedded at the lower end of the breakwater body at the full length of the breakwater (WB), but the water holes 13 and 13a on both sides of the box-type culvert 12 are inland sea (2). ) And the sea (3) is located in the high tide and low tide when the seawater of the inner sea and the sea of the sea is smoothly communicated to maintain the clean seawater quality of the inland sea always, but this seawater communication is done underwater, Sea water can be communicated while maintaining it.

Claims (1)

혼성 방파제(WB)의 구조를 구성함에 있어서 해저면(10) 상면에 일정한 폭과 높이의 기초단(11a)을 형성하고 이 기초단(11a) 상면에 콘크리트 박스형 암거(12)를 기초단(11a)의 폭 방향으로 암거(12)의 전,후 통수구(13)(13a)가 위치 되도록 방파제(WB) 전길이 기초단(11) 상면에 재치하고 박스형 암거(12) 상면의 외해측에 사석(11)으로 일정한 경사면(14)을 가지는 방파제체를 형성하여 경사면(14) 상면에는 테트라포드(16)를 정적 또는 난적하고 박스형 암거(12)의 내해(2)측 상면에는 다수단의 중공블럭(17)을 수직으로 적층하고 이 중공블럭(17) 상단에 캡콘크리트(18)를 타설하여서 되는 조류 소통 방파제.In constructing the structure of the hybrid breakwater (WB), a base end 11a having a predetermined width and height is formed on the upper surface of the sea bottom 10, and a concrete box-shaped culvert 12 is formed on the top surface of the base 11a. The breakwater (WB) is placed on the upper surface of the base end 11 so that the front and rear water passages 13 and 13a of the culvert 12 are positioned in the width direction of the culvert 12, and the sandstone is located on the outer sea side of the upper surface of the box culvert 12 (11) to form a breakwater body having a constant inclined surface (14), the tetrapod (16) is static or turbulent on the upper surface of the inclined surface (14) and the hollow block of a plurality of stages on the upper surface of the sea (2) side of the box-shaped culvert (12) A bird communication breakwater by stacking 17) vertically and pouring cap concrete 18 on top of the hollow block 17.
KR2020000025019U 2000-09-04 2000-09-04 The breakwater which tide stream can go in and out KR200213130Y1 (en)

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