KR200204836Y1 - Facilities for preventing waste of temporary head port breakwater - Google Patents

Facilities for preventing waste of temporary head port breakwater Download PDF

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Publication number
KR200204836Y1
KR200204836Y1 KR2020000019197U KR20000019197U KR200204836Y1 KR 200204836 Y1 KR200204836 Y1 KR 200204836Y1 KR 2020000019197 U KR2020000019197 U KR 2020000019197U KR 20000019197 U KR20000019197 U KR 20000019197U KR 200204836 Y1 KR200204836 Y1 KR 200204836Y1
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South Korea
Prior art keywords
breakwater
facilities
tofu
temporary
construction
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KR2020000019197U
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Korean (ko)
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이동원
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이동원
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Priority to KR2020000019197U priority Critical patent/KR200204836Y1/en
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Publication of KR200204836Y1 publication Critical patent/KR200204836Y1/en

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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
    • 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 방파제 임시두부 유실방지시설을 설치함에 있어서 설치와 철거가 용이하도록 마대포대에 사석을 채움하여서되는 이 마대포대를 상협하광하게 적층조적하여 공사중단시 기설치되었든 방파제체의 유실붕괴를 방지하고 공사 재개시 유실방지시설을 손쉽게 제거할 수있도록 안출한 고안에 대한 것이다.The present invention prevents the collapse of breakwaters, which were already installed at the time of construction, by stacking the sacks on the sack bag to fill the sandstones of the sack bags for easy installation and dismantling. It is about the devised to make it easy to remove the loss prevention facility when construction is resumed.

Description

방파제 임시두부 유실방지시설{Facilities for preventing waste of temporary head port breakwater}Facilities for preventing waste of temporary head port breakwater}

본 발명은 항만의 항내해수면의 정온을 유지하여 선박의 안전한 정박과 하역등을 하며 항만시설물을 외해로부터 밀려오는 파랑으로부터 보호하기 위하여 항만외각 시설물인 방파제를 필요한 길이만큼 구축하고 그 두부의 붕괴유실을 방지하고 있다.The present invention is to maintain the constant temperature of the sea surface of the harbor to ensure safe anchoring and unloading of the ship, and to establish the necessary length of the breakwater, which is the outer shell of the port facilities to protect the port facilities from the waves coming from the sea, and the collapse of the head It is preventing.

통상적으로 방파제의 구축공사를 할 경우에는 방파제의 길이에 따라서 그 공사기간이 달라지지만 방파제 전체를 한해에 완성하는 경우는 거의 없고 공사기간을 수년에서 10년이상 장기간에 걸쳐서 공사를 진행해야하는 바 공사비 예산이 확정된 당년의 공사분만 시공하게 되므로 이 때 당해년도분만의 공사를 하더라도 미완성인 방파제 두부는 제체의 붕괴 유실을 방지하기 위하여 공사가 완성되었을 때와 같이 견고하게 임시 두부를 구축해야하고 다시 공사비를 확보하여 방파제의 연장공사를 하게되면 공사가 완성되었을 때와 같이 견고하게 구축한 임시두부의 연장공사를 하기 위하여 임시 두부를 구축하였던 테트라포드등의 소파블럭을 모두 철거해야하므로 이에 따르는 별도의 공사비가 엄청나게 소요되어 결국 막대한 공사비의 낭비를 가져오는 문제점이 상존하여 왔다.In general, when constructing a breakwater, the length of the breakwater varies depending on the length of the breakwater, but the entire breakwater is rarely completed in a single year, and the construction period must be carried out over a long period of years to 10 years. Only construction work for the current year will be constructed, so even if construction work is done for the current year, the unfinished breakwater tofu should be temporarily and firmly constructed as when construction was completed to prevent the collapse of the body. If you secure the extension of the breakwater, you will have to remove all the sofa blocks such as tetrapods, which had built temporary tofu, in order to extend the temporary tofu that was firmly constructed when the construction was completed. And eventually waste a lot of construction costs. This problem has to linger.

도 1은 본 고안상의 두부사시도로 실시되는 방파제 임시두부유실 방지시설1 is a temporary tofu loss prevention facility breakwater carried out in the tofu perspective of the present invention

도 2는 일부결절 두부정면도Figure 2 is a partial nodule tofu head

도 3은 도 1의 평면도3 is a plan view of FIG.

도 3은 도 1의 측면도3 is a side view of FIG. 1

(도면의 주요부분에 대한 부호 설명)(Symbol description of main part of drawing)

W.B방파제 1.두부 2.망태W.B Breakwater 1.Tofu 2. Manta

3.사석 4.망태포대3.Stone 4.Mantafoss

본 고안은 상기와 같이 방파제 두부의 구축 및 철거에 따르는 막대한 공사비를 절감하여 비교적 간단한 구조로 두부의 붕괴 유실을 막고 현장 시공시 두부시설물을 간단히 철거할 수 있도록 하므로서 공사비용의 획기적인 절감과 공사기간을 단축할 수 있도록 안출한 고안으로서 이를 첨부한 도면에 의거하여 상술하면 다음과 같다. 본 고안상으로 실시되는 방파제(W.B)의 두부(1)를 구성함에 있어서 일정한 크기의 체적을 가지는 망태(2)내부에 사석(3)을 체움하여 이러한 단위 망태포대(4)를 적층하여 조적하되 두부전체로서 상협하광하게 경사지게 조적하며 또한 각 단 마다는 재치 길이 방향이 십자형이 되도록 적층하여 본 고안상으로 실시되는 방파제 임시두부를 설치한다.The present invention saves significant construction costs due to the construction and dismantling of the breakwater tofu as described above, thereby preventing the collapse of the tofu with a relatively simple structure and simply dismantling the tofu facilities during the construction of the site. When devised in order to reduce the present invention in detail based on the accompanying drawings as follows. In constructing the head (1) of the breakwater (WB) according to the present invention, by placing the sandstone (3) inside the mesh (2) having a volume of a certain size, the unit mesh bag (4) is laminated and stacked, As a whole tofu, it is erected diagonally and diagonally, and each stage is provided so that the mounting longitudinal direction is crosswise so that a temporary breakwater head which is implemented according to the present invention is provided.

상기와같이 구성된 본 고안상으로 실시되는 방파제 임시두부를 설치하면 임시두부를 용이하게 설치할 수있으면서도 두부제체가 십자형으로 서로 어긋나게조적되어 있어 힘이 분산되므로 외력에 의하여 두부가 쉽게 붕괴 유실 되지 않고 재공사시에는 상기 망태포대(4)를 철거하는 작업만으로 방파제 구축공사를 용이하게 재개할 수 있다.If the breakwater temporary tofu implemented by the present invention configured as described above can be easily installed, the tofu body is cross-assembled to cross each other, and the power is dispersed, so the head is not easily collapsed and lost due to external force. At the time, the construction of the breakwater can be easily resumed only by dismantling the net bag.

Claims (1)

방파제 임시두부 유실방지시설을 설치함에 있어서 방파제(W.B)의 두부(1)구조는 일정한 크기의 체적을 가지는 망태(2)내부에 사석(3)을 채운 망태포대(4)를 상협하광하게 다수단 십자형으로 조적하여서 되는 방지시설 방파제 임시두부유실In the installation of breakwater temporary head loss prevention facilities, the head (1) structure of the breakwater (WB) has a large number of stages that allow the top of the mesh bag (4) filled with a stone seat (3) inside the mesh (2) having a certain size. Temporary tofu room with breakwater
KR2020000019197U 2000-07-05 2000-07-05 Facilities for preventing waste of temporary head port breakwater KR200204836Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2020000019197U KR200204836Y1 (en) 2000-07-05 2000-07-05 Facilities for preventing waste of temporary head port breakwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2020000019197U KR200204836Y1 (en) 2000-07-05 2000-07-05 Facilities for preventing waste of temporary head port breakwater

Publications (1)

Publication Number Publication Date
KR200204836Y1 true KR200204836Y1 (en) 2000-12-01

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Application Number Title Priority Date Filing Date
KR2020000019197U KR200204836Y1 (en) 2000-07-05 2000-07-05 Facilities for preventing waste of temporary head port breakwater

Country Status (1)

Country Link
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