KR101694828B1 - Fixed anchor for power plants - Google Patents

Fixed anchor for power plants Download PDF

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KR101694828B1
KR101694828B1 KR1020160134154A KR20160134154A KR101694828B1 KR 101694828 B1 KR101694828 B1 KR 101694828B1 KR 1020160134154 A KR1020160134154 A KR 1020160134154A KR 20160134154 A KR20160134154 A KR 20160134154A KR 101694828 B1 KR101694828 B1 KR 101694828B1
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South Korea
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marine power
power generation
generation facility
fixed anchor
power plants
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KR1020160134154A
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Korean (ko)
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이동욱
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주식회사 덕신건설
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B27/00Arrangement of ship-based loading or unloading equipment for cargo or passengers
    • B63B27/19Other loading or unloading equipment involving an intermittent action, not provided in groups B63B27/04 - B63B27/18
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • B63B27/02
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B35/4413Floating drilling platforms, e.g. carrying water-oil separating devices
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water
    • E02D27/525Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0039Methods for placing the offshore structure
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056Platforms with supporting legs
    • E02B2017/0073Details of sea bottom engaging footing
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0061Production methods for working underwater

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Ocean & Marine Engineering (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

The present invention relates to a fixated anchor (10) for marine power plants, installed to have a predetermined depth in a seabed, and to be connected to a rope to fixate the marine power plants. According to the present invention, the fixated anchor (100) comprises: a body (110) having a perforated part (120) on a lower part; a connection tool (130) formed on an upper part of the body (110); and a rotary shaft formed on an upper part of the connection tool (130) to be connected to a rope to fixate the marine power plants. The fixated anchor is strongly installed in the seabed of the deep sea to fixate the marine power plants. Moreover, since the marine power plants are strongly fixated to endure natural disasters such as a tide and a typhoon; durability and life span are able to be enhanced.

Description

해상 발전설비용 고정앵커{Fixed anchor for power plants}Fixed anchor for power plants

본 발명은 해상 발전설비용 고정앵커에 관한 것으로, 더욱 상세하게는 대수심의 해저면 암반에 견고하게 설치할 수 있도록 하는 해상 발전설비용 고정앵커에 관한 것이다.
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixed anchor for a marine power generation facility, and more particularly, to a fixed anchor for a marine power generation facility that can be firmly installed on a rock surface of a seabed.

일반적으로 해상 발전설비용 고정앵커는 해상 발전설비가 조류에 따라서 이동하지 않도록 고정한다.In general, fixed anchors for marine power plants are fixed so that marine power plants do not move along the algae.

그러나 종래에는 닻을 이용하고 있으나, 이는 암반과 같은 해저면에 올려진 상태로 급격한 해류에 의해서 쉽게 이동하거나 끌려다니면서 해상 발전설비를 고정할 수 없는 문제를 갖게 되었다.However, in the past, an anchor has been used, but it has been mounted on the sea floor such as rock and can not easily be moved or dragged by a sudden current to fix the marine power generation facility.

특히 태풍과 같은 기상변화에 따라서 해상 발전설비가 쉽게 이동 및 유실되므로 막대한 경제적인 손실이 발생하는 문제를 갖게 되었다.Especially, since the marine power generation facility is easily moved and lost according to the weather change such as typhoon, there is a problem that huge economic loss occurs.

아울러 종래에는 중량물인 콘크리트 블록을 이용하여 해저면에 일정깊이를 갖도록 설치하여 해상 발전설비를 고정하고 있으나, 이는 해저면의 불규칙한 암반에 콘크리트 블록이 올려진 상태로 해류에 따라서 쉽게 기울어지면서 휩쓸릴 수밖에 없는 구조적인 한계를 갖게 되었다.In addition, conventionally, a heavy concrete block is installed to have a certain depth on the seabed surface to fix the marine power generation facility. However, the concrete block is placed on the irregular rock bed of the sea floor and it is tilted easily due to the tide. I have a structural limit.

여기서 해류에 쉽게 휩쓸려가지 않도록 콘크리트 블록이 대형화되면서 설치 및 운반과정에 복잡하고 제작비용이 상승하는 문제를 갖게 되었다.
As the concrete block becomes larger in size to prevent it from being easily swept away by currents, it is complicated in the process of installation and transportation, and the manufacturing cost is increased.

한국공개특허 제10-2006-0015898호(2006.02.21)Korean Patent Publication No. 10-2006-0015898 (Feb. 21, 2006) 한국등록특허 제10-0995918호(2010.11.23)Korean Patent No. 10-0995918 (Nov. 23, 2010) 한국등록특허 제10-1043330호(2011.06.22)Korean Patent No. 10-1043330 (June 22, 2011) 한국공개특허 제10-2014-0027654호(2014.03.07)Korean Patent Publication No. 10-2014-0027654 (Apr. 한국등록특허 제10-1387579호(2014.04.21)Korean Patent No. 10-1387579 (Apr. 21, 2014) 한국등록특허 제10-1441467호(2014.09.18)Korean Patent No. 10-1441467 (2014.09.18)

따라서 본 발명은 상기와 같은 종래의 문제점을 해결하기 위해 안출한 것으로서,SUMMARY OF THE INVENTION Accordingly, the present invention has been made keeping in mind the above problems occurring in the prior art,

본 발명은 대수심의 암반 해저면에 일정깊이를 갖도록 설치하여 해상 발전설비를 견고하게 고정할 수 있는 해상 발전설비용 고정앵커를 제공함에 목적이 있다.An object of the present invention is to provide a fixed anchor for a marine power generation facility capable of firmly fixing a marine power generation facility by providing a certain depth on a sea bed surface of a rock mass.

특히 본 발명은 해저면에 견고하게 고정하여 상부방향으로 이동 및 이탈하지 않도록 하는 해상 발전설비용 고정앵커를 제공함에 다른 목적이 있다.
It is another object of the present invention to provide a fixed anchor for a marine power generation facility which is firmly fixed to the sea floor and does not move or deviate in an upward direction.

상기 목적을 달성하기 위한 본 발명 해상 발전설비용 고정앵커는,In order to achieve the above object, according to the present invention, there is provided a fixed anchor for a marine power generation facility,

해저면에 일정깊이를 갖도록 설치하여 해상 발전설비를 고정하기 위한 로프와 연결하는 해상 발전설비용 고정앵커(100)에 있어서,A fixed anchor (100) for a marine power generation facility, which is connected to a rope for fixing a marine power generation facility by providing a certain depth on the sea floor,

상기 해상 발전설비용 고정앵커(100)는 하부에 천공부(120)를 구비하는 몸체(110); 상기 몸체(110)의 상부에 형성하는 연결구(130); 상기 연결구(130)의 상부에 형성하여 해상 발전설비를 고정하기 위한 로프와 연결하는 회동축(140);으로 구성하는 것을 특징으로 한다.The fixed anchor (100) for a marine power generation facility includes a body (110) having a perforation (120) at a lower portion thereof; A connector 130 formed at an upper portion of the body 110; And a rotating shaft 140 formed at an upper portion of the connecting hole 130 and connected to a rope for fixing the marine power generation facility.

특히 상기 천공부(120)의 하부에서 수직방향을 제1통공(121)을 형성하고, 상기 몸체(110)의 하부 일측에 상기 제1통공(121)과 관통하도록 수평방향으로 제2통공(122)을 형성하며, 상기 몸체(110)의 일측에 수직방향으로 일정간격 떨어지도록 수평방향으로 다수개의 제3통공(123)을 형성하는 것을 특징으로 한다.A first through hole 121 is formed in a vertical direction at a lower portion of the perforation 120 and a second through hole 122 is formed in a lower portion of the body 110 in a horizontal direction so as to pass through the first through hole 121 And a plurality of third through holes 123 are formed horizontally at a predetermined distance apart in a vertical direction on one side of the body 110.

한편, 상기 천공부(120)의 하부에서 수직방향을 제1통공(121)을 형성하고, 상기 천공부(120)의 하부에서 상기 제1통공(121)의 내부로 확장축(150)을 구비하며, 상기 천공부(120)의 하부와 확장축(150)의 하부 사이에 스프링(151)을 설치하고, 상기 확장축(150)의 외측에 하부에서 상부로 갈수록 점차 지름을 줄어들도록 다수개의 확장부(152)를 수직방향으로 일정간격 떨어지도록 형성하며, 상기 몸체(110)의 내부 양측에 힌지축(153)을 구비하고, 상기 힌지축(153)을 기준으로 상하방향으로 회전할 수 있도록 마련하여 상기 확장부(152)와 맞닿도록 캠(154)을 구비하고, 상기 캠(154)의 일측에 고정돌기(155)를 형성하는 것을 특징으로 한다.A first through hole 121 is formed in the lower part of the perforation 120 in the vertical direction and an extension shaft 150 is provided in the lower part of the perforation 120 to the inside of the first through hole 121. [ A spring 151 is installed between the lower part of the perforation 120 and the lower part of the extension shaft 150 and a plurality of extensions 150 are formed on the outer side of the extension shaft 150 so as to gradually decrease in diameter from the lower part to the upper part. And a hinge shaft 153 is provided on both sides of the inside of the body 110 so that the hinge shaft 153 can be rotated up and down with respect to the hinge shaft 153 And a cam protrusion 155 is formed at one side of the cam 154. The cam protrusion 155 is formed at one side of the cam 154,

아울러 상기 고정앵커(160)는 다수개의 사슬이 서로 연결하는 몸체(110); 상기 몸체(110)의 상부에 형성하는 연결구(130); 상기 연결구(130)의 상부에 형성하여 해상 발전설비를 고정하기 위한 로프와 연결하는 회동축(140); 상기 사슬의 연결부분에 형성하는 회전부(161); 상기 회전부(161)의 하부에 형성하는 압착부(162); 상기 압착부(162)의 하부 양측에 돌출하여 형성하는 걸림돌기(163)로 구성하는 것을 특징으로 한다.
In addition, the fixed anchor 160 includes a body 110 having a plurality of chains connected to each other; A connector 130 formed at an upper portion of the body 110; A rotating shaft 140 formed at an upper portion of the connector 130 and connected to a rope for fixing a marine power generation facility; A rotation part 161 formed at a connection part of the chain; A crimping portion 162 formed at a lower portion of the rotation portion 161; And locking protrusions 163 protruding from both sides of the lower portion of the crimping portion 162.

본 발명은 대수심의 해저면에 견고하게 설치하여 해상 발전설비를 고정할 수 있는 효과를 갖는다.The present invention has the effect of securing the marine power generation facility by firmly installing it on the seabed surface of the logarithmic core.

또한, 본 발명은 해상 발전설비를 견고하게 고정하여 조류 및 태풍과 같은 자연재해에서 견딜 수 있으므로 내구성 및 사용수명을 향상시킬 수 있는 효과를 갖는다.
Further, the present invention has the effect of improving the durability and service life because the marine power generation facilities can be firmly fixed and can withstand natural disasters such as birds and typhoons.

도 1 내지 도 4는 본 발명 해상 발전설비용 고정앵커의 실시예를 나타내기 위한 정면도.
도 5는 본 발명 해상 발전설비용 고정앵커의 설치상태를 나타내기 위한 참고도.
1 to 4 are front views for showing an embodiment of a fixed anchor for a marine power generation facility according to the present invention.
5 is a reference view for showing the installation state of a fixed anchor for a marine power generation facility according to the present invention.

상기한 바와 같이 본 발명의 구성을 첨부한 도면에 의해 상세히 설명하면 다음과 같다. As described above, the construction of the present invention will be described in detail with reference to the accompanying drawings.

도 1 내지 도 4는 본 발명 해상 발전설비용 고정앵커의 실시예를 나타내기 위한 정면도이고, 도 5는 본 발명 해상 발전설비용 고정앵커의 설치상태를 나타내기 위한 참고도를 도시한 것이다.FIGS. 1 to 4 are front views for showing an embodiment of a fixed anchor for a marine power generation facility according to the present invention, and FIG. 5 is a reference view for showing an installed state of a fixed anchor for a marine power generation facility of the present invention.

먼저, 본 발명 해상 발전설비용 고정앵커(100)를 설치하기 위해서는 작업선(10)을 이용하여 시공위치의 해상으로 이동한 후 천공장치(20)를 이용하여 해저면에 일정깊이를 갖도록 삽입공(A)을 천공한 후 이송장치(30)를 이용하여 해상 발전설비용 고정앵커(100)를 상기 삽입공(A)의 내부에 삽입한다.In order to install the fixed anchor 100 for a marine power generation facility according to the present invention, the work line 10 is moved to the sea of the construction site, and then, using the punching apparatus 20, The fixed anchor 100 for a marine power generation facility is inserted into the insertion hole A by using the transfer device 30 after the hole A is pierced.

다음으로 상기 삽입공(A)의 내부에 고화제(B)를 공급하여 상기 해상 발전설비용 고정앵커(100)를 견고하게 고정한다.Next, a solidifying agent (B) is supplied to the interior of the insertion hole (A) to firmly fix the fixed anchor (100) for a marine power generation facility.

이때 상기 작업선(10)은 동력선은 물론 무동력 바지선을 이용할 수 있다.At this time, the work line 10 can use a power line as well as a non-powered barge line.

아울러 작업선(10)의 상부에서 수직방향으로 고정앵커 시공위치 해저면까지 케이싱(40)을 설치하여 천공장치(20) 및 이송장치(30)가 조류(해류)의 영향을 최소화하면서 삽입공(A)을 천공 및 굴착할 수 있도록 보조한다.The casing 40 is installed vertically at the upper portion of the work line 10 to the bottom of the fixed anchor installation position so that the punching device 20 and the conveying device 30 can be inserted into the insertion hole A) can be drilled and drilled.

그리고 상기 천공장치(20)를 오가 또는 바이브레이션 햄머 등과 같은 다양한 천공장치를 사용할 수 있고, 삽입공(A)의 내부에서 천공되어 배출되는 암석은 별도의 버켓 또는 흡입장치를 이용하여 작업선(10)의 상부에 배출할 수 있다.The punching device 20 may be various punching devices such as an oga or a vibration hammer. The rock punched and discharged from the insertion hole A may be connected to the work line 10 by using a separate bucket or a suction device. As shown in FIG.

본 발명은 해저면에 일정깊이를 갖도록 설치하여 해상 발전설비를 고정하기 위한 로프와 연결하는 해상 발전설비용 고정앵커(100)에 있어서,The present invention relates to a fixed anchor for a marine power generation facility, which is connected to a rope for fixing a marine power generation facility by having a certain depth on the sea floor,

상기 해상 발전설비용 고정앵커(100)는 하부에 천공부(120)를 구비하는 몸체(110); 상기 몸체(110)의 상부에 형성하는 연결구(130); 상기 연결구(130)의 상부에 형성하여 해상 발전설비를 고정하기 위한 로프와 연결하는 회동축(140);으로 구성한다.The fixed anchor (100) for a marine power generation facility includes a body (110) having a perforation (120) at a lower portion thereof; A connector 130 formed at an upper portion of the body 110; And a pivot shaft 140 formed at an upper portion of the connector 130 and connected to a rope for fixing the marine power generation facility.

특히 본 발명 해상 발전설비용 고정앵커(100)는 해저면의 암반에 고정하여 해상 발전설비를 고정하기 위한 로프와 연결하는 앵커기능을 수행한다.In particular, the fixed anchor 100 for a marine power generation facility according to the present invention performs an anchor function to be connected to a rope for fixing a marine power generation facility by being fixed to a rock surface of the sea floor.

이때 상기 천공부(120)는 상기 삽입공(A)의 내부 바닥면에 맞닿아 쉽게 좌우방향으로 이동하지 않도록 하부 중앙이 원뿔형상 또는 수평방향으로 평평한 상태로 형성할 수 있다.At this time, the perforation 120 may be formed in a conical shape or flat in the horizontal direction so that the lower center of the perforation 120 does not easily move in the left and right directions by contacting the inner bottom surface of the insertion hole A.

특히 상기 연결구(130)는 해상 발전설비의 로프와 연결할 수 있도록 유도하고, 상기 회동축(140)은 해상 발전설비의 로프와 연결한 상태로 설치각도 및 조류에 따라서 좌우방향으로 회전할 수 있도록 유도한다.Particularly, the connector 130 is guided to be connected to the rope of the marine power generation facility, and the rotation shaft 140 is connected to the rope of the marine power generation facility, and is guided to rotate in the left- do.

그리고, 도 1에 도시한 바와 같이 상기 천공부(120)의 하부에서 수직방향을 제1통공(121)을 형성하고, 상기 몸체(110)의 하부 일측에 상기 제1통공(121)과 관통하도록 수평방향으로 제2통공(122)을 형성하며, 상기 몸체(110)의 일측에 수직방향으로 일정간격 떨어지도록 수평방향으로 다수개의 제3통공(123)을 형성하여 상기 삽입공(A)의 내부로 공급하는 고화제(B)가 상기 제1통공(121), 제2통공(122), 제3통공(123)의 내부로 순환하여 고형화함으로써 삽입공(A)의 내부에 고정앵커(160)가 일체화하여 견고하게 고정할 수 있다.1, a first through hole 121 is formed in a lower portion of the perforation 120 in a vertical direction, and a through hole 121 is formed in a lower portion of the body 110 so as to penetrate the first through hole 121 A plurality of third through holes 123 are formed horizontally so as to be vertically spaced apart from each other at one side of the body 110 to form a second through hole 122 in the horizontal direction, The solidifying agent B supplied to the first through hole 121 is circulated to the inside of the first through hole 121, the second through hole 122 and the third through hole 123 to solidify the fixing anchor 160 into the insertion hole A, So that they can be firmly fixed.

아울러, 도 2에 도시한 바와 같이 상기 천공부(120)의 하부에서 수직방향을 제1통공(121)을 형성하고, 상기 천공부(120)의 하부에서 상기 제1통공(121)의 내부로 확장축(150)을 구비하며, 상기 천공부(120)의 하부와 확장축(150)의 하부 사이에 스프링(151)을 설치하고, 상기 확장축(150)의 외측에 하부에서 상부로 갈수록 점차 지름을 줄어들도록 다수개의 확장부(152)를 수직방향으로 일정간격 떨어지도록 형성하며, 상기 몸체(110)의 내부 양측에 힌지축(153)을 구비하고, 상기 힌지축(153)을 기준으로 상하방향으로 회전할 수 있도록 마련하여 상기 확장부(152)와 맞닿도록 캠(154)을 구비하고, 상기 캠(154)의 일측에 고정돌기(155)를 형성한다.2, a first through hole 121 is formed in the lower part of the perforation 120 in the vertical direction, and the first through hole 121 is formed in the lower part of the perforation 120, A spring 151 is installed between the lower part of the perforation 120 and the lower part of the expansion shaft 150 and the outer side of the expansion shaft 150 is gradually And a hinge shaft 153 is provided on both sides of the body 110. The hinge shaft 153 is vertically and horizontally disposed with respect to the hinge shaft 153, And a fixing protrusion 155 is formed on one side of the cam 154. The fixing protrusion 155 protrudes from the side surface of the cam 154,

특히 상기 확장축(150)은 평소에 상기 스프링(151)의 탄성력에 의해서 하부방향으로 돌출한 상태에서 상기 삽입공(A)의 내부에 안착할 경우 상부방향으로 상승한다.Particularly, the extension shaft 150 is upwardly protruded downward by the elastic force of the spring 151, and when the extension shaft 150 is seated in the insertion hole A, it is raised upward.

이때, 상기 확장부(152)는 하부에서 상부로 갈수록 점차 지름을 줄어들도록 형성하여 상기 확장축(150)과 함께 상승하면서 상기 캠(154)과 맞닿아 회전시킨다.At this time, the diameter of the extension part 152 gradually decreases from the lower part to the upper part, and the extension part 152 rises together with the extension shaft 150 to rotate against the cam 154.

또한, 도 3에 도시한 바와 같이 상기 고정돌기(155)는 상기 캠(154)과 동시에 회전하면서 상기 몸체(110)의 외측으로 돌출한 상태를 유지하여 상기 삽입공(A)의 내부에서 상기 고정앵커(160)가 쉽게 상부방향으로 이동하지 않도록 고정할 수 있음은 물론 상기 삽입공(A)의 내부로 공급하는 고화제(B)와 일체화하여 견고하게 고정할 수 있다.3, the fixing protrusion 155 is rotated simultaneously with the cam 154 to protrude outward from the body 110, so that the fixing protrusion 155 is fixed to the inside of the insertion hole A The anchor 160 can be fixed so as not to move in the upward direction as well as to be solidly fixed with the solidifying agent B supplied to the inside of the insertion hole A.

본 발명에서 상기 해상 발전설비용 고정앵커(100)의 다른 실시예는 도 4에 도시한 바와 같이 다수개의 사슬이 서로 연결하는 몸체(110); 상기 몸체(110)의 상부에 형성하는 연결구(130); 상기 연결구(130)의 상부에 형성하여 해상 발전설비를 고정하기 위한 로프와 연결하는 회동축(140); 상기 사슬의 연결부분에 형성하는 회전부(161); 상기 회전부(161)의 하부에 형성하는 압착부(162); 상기 압착부(162)의 하부 양측에 돌출하여 형성하는 걸림돌기(163)로 구성한다.Another embodiment of the fixed anchor 100 for a marine power generation facility according to the present invention includes a body 110 having a plurality of chains connected to each other as shown in FIG. A connector 130 formed at an upper portion of the body 110; A rotating shaft 140 formed at an upper portion of the connector 130 and connected to a rope for fixing a marine power generation facility; A rotation part 161 formed at a connection part of the chain; A crimping portion 162 formed at a lower portion of the rotation portion 161; And a locking protrusion 163 protruding from both sides of the lower portion of the crimping portion 162.

특히 상기 몸체(110)는 다수개의 사슬로 연결한 상태로 상기 삽입공(A)의 내부로 삽입 및 고정하는 과정에서 유연성을 확보할 수 있다.In particular, the body 110 can be secured in the process of being inserted and fixed into the insertion hole A in a state where the body 110 is connected by a plurality of chains.

또한, 상기 회전부(161)는 상기 몸체(110)의 사슬이 서로 겹쳐지거나 회전하더라도 자유롭게 좌우방향으로 회전할 수 있도록 유도한다.In addition, the rotation unit 161 guides the chains of the body 110 to rotate freely in the left and right directions even if the chains overlap or rotate.

이때 상기 압착부(162)는 상기 회전부(161)의 하부에 압착하여 고정한 상태로 견고한 지지력을 확보한다.At this time, the pressing portion 162 is pressed and fixed to the lower portion of the rotation portion 161 to secure a firm supporting force.

그리고 상기 걸림돌기(163)는 상기 압착부(162)의 하부 양측에 돌출한 상태로 상기 해상 발전설비용 고정앵커(100)가 쉽게 상부방향으로 이동하지 않도록 고정할 수 있음은 물론 상기 삽입공(A)의 내부로 공급하는 고화제(B)와 일체화하여 견고하게 고정할 수 있다.The locking protrusions 163 can be fixed to the bottom of the compression unit 162 so that the fixed anchor 100 for a marine power generation facility does not easily move upward, A and the solidifying agent (B) supplied to the inside of the solidifying agent (A).

따라서 본 발명 해상 발전설비용 고정앵커는 도 5에 도시한 바와 같이 대수심의 해저면 암반에 견고하게 설치하여 해상 발전설비를 견고하게 고정할 수 있다.Therefore, as shown in FIG. 5, the fixed anchor for the marine power generation facility of the present invention can be firmly installed on the rocky bottom of the deep sea floor, and the marine power generation facility can be firmly fixed.

이처럼 상기와 같이 본 발명의 실시예에 대하여 상세히 설명하였으나, 본 발명의 권리범위는 이에 한정되지 않으며, 본 발명의 실시예와 실질적으로 균등의 범위에 있는 것까지 본 발명의 권리범위가 포함되는 것은 당연하다.
Although the embodiments of the present invention have been described above in detail, it is to be understood that the scope of the present invention is not limited to the above embodiments and that various changes and modifications may be made without departing from the scope of the present invention. Of course.

10: 작업선 20: 천공장치
30: 이송장치 40: 케이싱
100: 본 발명 해상 발전설비용 고정앵커
110: 몸체
120: 천공부 121: 제1통공
122: 제2통공 123: 제3통공
130: 연결구 140: 회동축
150: 확장축
151: 스프링 152: 확장부
153: 회동축 154: 캠
155: 고정돌기
161: 회전부 162: 압착부
163: 걸림돌기
A: 삽입공 B: 고화제
10: working line 20: perforation device
30: Feeding device 40: Casing
100: Fixed anchor for marine power generation facility of the present invention
110: Body
120: Thinning 121: First opening
122: second through hole 123: third through hole
130: Connecting port 140:
150: Extended axis
151: spring 152:
153: Pivot shaft 154: Cam
155: Fixing projection
161: rotating part 162:
163:
A: Insertion hole B: Solidifying agent

Claims (4)

삭제delete 삭제delete 삭제delete 해저면에 일정깊이를 갖도록 설치하여 해상 발전설비를 고정하기 위한 로프와 연결하는 해상 발전설비용 고정앵커(100)에 있어서,
상기 해상 발전설비용 고정앵커(100)는 다수개의 사슬이 서로 연결하는 몸체(110); 상기 몸체(110)의 상부에 형성하는 연결구(130); 상기 연결구(130)의 상부에 형성하여 해상 발전설비를 고정하기 위한 로프와 연결하는 회동축(140); 상기 사슬의 연결부분에 형성하는 회전부(161); 상기 회전부(161)의 하부에 형성하는 압착부(162); 상기 압착부(162)의 하부 양측에 돌출하여 형성하는 걸림돌기(163)로 구성하는 것을 특징으로 하는 해상 발전설비용 고정앵커.
A fixed anchor (100) for a marine power generation facility, which is connected to a rope for fixing a marine power generation facility by providing a certain depth on the sea floor,
The fixed anchor (100) for a marine power generation facility includes a body (110) having a plurality of chains connected to each other; A connector 130 formed at an upper portion of the body 110; A rotating shaft 140 formed at an upper portion of the connector 130 and connected to a rope for fixing a marine power generation facility; A rotation part 161 formed at a connection part of the chain; A crimping portion 162 formed at a lower portion of the rotation portion 161; And an engaging projection (163) protruding from both sides of the lower portion of the pressing portion (162).
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