[go: up one dir, main page]

WO2020141679A1 - Underwater vortex induction equipment - Google Patents

Underwater vortex induction equipment Download PDF

Info

Publication number
WO2020141679A1
WO2020141679A1 PCT/KR2019/009535 KR2019009535W WO2020141679A1 WO 2020141679 A1 WO2020141679 A1 WO 2020141679A1 KR 2019009535 W KR2019009535 W KR 2019009535W WO 2020141679 A1 WO2020141679 A1 WO 2020141679A1
Authority
WO
WIPO (PCT)
Prior art keywords
vortex
vortex forming
underwater
forming drum
flow
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/KR2019/009535
Other languages
French (fr)
Korean (ko)
Inventor
μ΄κ΄‘μˆ˜
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Han Ocean Co ltd
Original Assignee
Han Ocean Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Han Ocean Co ltd filed Critical Han Ocean Co ltd
Publication of WO2020141679A1 publication Critical patent/WO2020141679A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Images

Classifications

    • 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
    • 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
    • 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
    • E02B3/043Artificial seaweed
    • 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
    • E02B3/046Artificial reefs
    • 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

Definitions

  • the present invention is to reduce the damage to the shore by absorbing the energy of the sea water toward the shore by the wave phenomenon.
  • damage such as coastal erosion or loss of sand occurs mainly when the energy is high blue due to the flow of seawater, and the frequency of high blue waves is increasing, thereby accelerating damage to the shore.
  • the present invention is to solve the problems of the prior art as described above, by absorbing the energy of the sea water generated by the blue, etc. to prevent the phenomenon of coastal erosion, sand loss, etc., at the same time, easy to manufacture and install, use efficiency This is to provide a high water vortex induction equipment.
  • the underwater vortex induction facility provided to achieve the above object is a combination of a plurality of vortex-forming drums having an internal space with an open top surface, and vortex-forming means distributed on a bottom surface of a certain area, At the same time that each of the vortex forming drums are connected to each other, the flow connecting means for allowing the vortex forming drums to individually move within a certain range under the influence of the current, and the position of the vortex forming means is fixed with respect to the sea floor. It comprises a fixing means.
  • the flow connecting means comprises a connecting wire that continuously passes through a plurality of vortex forming drums.
  • the fixing means may be formed of an anchor mechanism including a post portion to which the front end of the wire is fastened, and a conical portion that is configured at a lower end of the post portion and is pushed to the sea floor.
  • the outer surface of the conical portion of the anchor mechanism is provided with a plurality of bendable engaging piece portions, the top of which protrudes from the top of the conical portion.
  • the flow connecting means may include a connecting ring provided in each vortex forming drum and a connecting hook connected to the connecting ring.
  • the vortex forming drum may be provided with a resistive film that applies resistance to the flow of seawater.
  • the energy generated by the flow of seawater is absorbed by the molten vortex formed in the vortex forming means, thereby reducing damage such as coastal erosion due to blue waves and loss of sand.
  • the underwater vortex induction facility according to the present invention has an advantage that it can be efficiently used according to the shape of the coast and the flow of seawater because it is easy to manufacture and install due to its configuration.
  • Figure 1 The overall view showing the configuration of the present invention underwater vortex induction equipment
  • Figure 2 Part of the enlarged view showing the configuration of the present invention underwater vortex induction equipment
  • FIG. 3 The overall view showing another configuration of the present invention underwater vortex induction equipment
  • Figure 4 is a partially enlarged view showing another configuration of the underwater vortex induction equipment of the present invention
  • Figure 6 Figure showing the action of the underwater vortex induction equipment according to the present invention (bottom surface blocked vortex forming drum)
  • FIG. 7 Drawing showing the action of the underwater vortex induction equipment according to the present invention (bottom forming drum with the bottom open)
  • Figure 8 A diagram showing the action of the anchor mechanism applied to the present invention
  • Figure 9 In the present invention, a diagram showing a configuration in which a vortex-forming drum is provided with an inclined resistance film.
  • a plurality of vortex forming drums 10 with an internal space with an open top surface are combined to form a bottom surface of a certain area.
  • the vortex forming means to be distributed, the vortex forming drum 10 connected to each other, and at the same time, each vortex forming drum 10 can be individually moved within a certain range by the influence of the current, and the flow connecting means, It comprises a fixing means to ensure that the position of the vortex forming means is fixed with respect to the sea floor.
  • the flow connecting means comprises a connecting wire 20 continuously penetrating a plurality of vortex forming drums 10, wherein the connecting wire 20 is a wire or other type of wire having the same function as a chain It can be replaced with a member (see FIGS. 1 and 2).
  • the fixing means is an anchor mechanism (30) including a post portion (301) to which the front end of the wire is bound and a conical portion (302) formed at a lower end of the post portion (301) to be pushed into the sea floor. It is made, the outer surface of the conical portion 302 is provided with a plurality of bendable engaging piece 303 whose upper end protrudes from the upper end of the conical portion 302.
  • the upper end of the post portion 301 is preferably made of a hook so that the wires fastened thereto are not separated.
  • the flow connecting means may be made of a connecting hook 22 provided in each vortex forming drum 10 and a connecting hook 23 fastened to the connecting ring 22.
  • the connecting ring 22 is provided on the front, rear, left and right surfaces of the vortex forming drum 10, and the connecting hook 23 connected to the connecting ring 22 is connected to the connecting hook 23 of other vortex forming drums 10 adjacent to each other. ) To form a combination structure in which all the vortex forming drums 10 are fastened as a whole.
  • the fixing means applied to this may be the same as the anchor mechanism 30 that performs a fixing action on the connecting wire 20, but the fixing method according to this is different from the method of fixing the connecting wire 20, the hook type
  • the upper end of the post portion 301 made of is hung on the upper end of the vortex forming drum 10, and the conical portion 302 is fixed to the bottom surface to fix the vortex forming drum 10.
  • the anchor mechanism 30 is not applied to all the vortex forming drums 10, but is arranged at regular intervals so as to be applied only to some vortex forming drums 10 to increase the structural efficiency.
  • the upper end of the vortex forming drum 10 may be provided with a resistive film 12 that applies resistance to the flow of seawater above, the resistive film 12 is a vortex forming drum ( It is made in the form of a thin plate protruding upward from a certain portion of the top of 10), it can be configured to be separated and coupled to the vortex forming drum (10).
  • the underwater vortex induction facility of the present invention is installed on the sea floor adjacent to the coast to form a distribution area corresponding to the combined area of each vortex forming drum 10, for example of the vortex forming drum 10
  • the combination form may be a rectangular shape (see FIGS. 1 and 3) in which a plurality of vortex forming drums 10 form a horizontal row and a vertical row, or a radial shape (omitted from the drawing) arranged at equal intervals from the center.
  • the molten vortices formed in each vortex forming drum 10 are combined as a whole to serve as a kind of energy absorbing film that alleviates the flow of seawater and absorbs energy by the flow of seawater. As the intensity of blue waves is also weakened, damage caused by blue waves is reduced.
  • a so-called open vortex forming drum 10' having a bottom surface open as a vortex forming means can be applied, and according to the open vortex forming drum 10' It is also possible to obtain the action of relaxing the erosion of sand on the shore by moving up to the shore along the flow of sea water after being sucked up by the vortex from which the seabed sediment is dissolved.
  • the resistive film 12 When the resistive film 12 is configured to be separable from the vortex forming drum 10, the resistive film 12 can be selectively provided according to installation conditions such as the flow of seawater in the region.
  • each vortex forming drum 10 is connected by a flow connecting means, so that the features configured to move individually within a certain range will be described.
  • the bottom surface does not maintain a constant shape like the terrain of the land, but because the soil is floating and flows by the flow of seawater, the terrain changes little by little, so the underwater vortex induction facility according to the present invention is in a stable installation state. In order to maintain, there is a need to flexibly respond to changing topography of the seabed.
  • each vortex forming drum Since the up and down position of 10) can be changed, it responds to the elevation change of the seabed.
  • the connecting hook 23 which is fastened to each other, can be freely rotated within a certain range, so that the vortex forming drum 10 is within the range in which the connecting hook 23 is freely rotated. By changing the up and down position of, it responds to the elevation change of the seabed.
  • the underwater vortex induction facility of the present invention is for absorbing the energy of seawater caused by blue waves as described above, it can be seen that the effect is increased so that the distribution area is wide, but in reality, it is possible to increase the distribution area indefinitely. It is important to select the optimal distribution area and installation location in consideration of the characteristics of the installed coastline or seawater.
  • the individual position change of the vortex forming drum 10 it is preferable to allow the individual position change of the vortex forming drum 10 to flexibly respond to the topographic change of the sea bottom, but the overall distribution position is changed to obtain the energy absorption effect as intended. Since it cannot, the location of the underwater vortex induction equipment should be fixed stably.
  • the anchor mechanism is used as a fixing means for the stability of this position, its action is as follows.
  • the anchor mechanism 30 is installed so that the conical portion 302 of the conical shape formed at the bottom of the post portion 301 is pushed to the bottom surface, in this state, the conical portion 302 under the influence of the flow of sea water, etc.
  • the engaging piece 303 is unfolded radially by being bent by interference with the surrounding seabed.
  • the upper end of the vortex forming drum 10 may be provided with a so-called inclined resistive film 12' inclined in the flow direction of seawater, and the inclined resistive film 12' is also provided.
  • the vortex forming drum 10 may be configured to be separated and coupled.
  • so-called up and down flow-type fixing means may be applied, as shown in FIG. 10, the anchor pile 40 passing through the vortex forming drum 10 and being pushed to the seabed, and the vortex forming drum 10 It is disposed in the center of the, and comprises a holder 42 for supporting the anchor pile 40 to be movable up and down, and a fixing arm 44 for fixing the holder 42 to the vortex forming drum 10 Can.
  • the holder 42 may be made of a cylindrical shape through which the anchor pile 40 passes, and an upper end of the anchor pile 40 prevents the holder 42 from being detached from the anchor pile 40 ( 401) is preferably provided.
  • the holder 42 can move up and down along the anchor pile 40.
  • the vortex forming drum 10 can also move up and down.
  • the positional response of the vortex forming drum 10 to the flow becomes more flexible.

Landscapes

  • 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

Underwater vortex induction equipment according to the present invention, comprises: a vortex forming means in which a plurality of vortex forming drums having an internal space with an open top surface are combined and distributed on the sea floor; a flow connecting means which connects each vortex forming drum and simultaneously allows each vortex forming drum to move individually within a certain range by means of the influence of the sea current; and a fixing means which allows the position of the vortex forming means to be fixed relative to the sea floor. The flow connecting means comprises a binding wire which continuously passes through the plurality of vortex forming drums. The fixing means comprises an anchor mechanism which includes a post portion to which the front end of a wire is fastened, and which includes a conical portion which is formed at the bottom of the post portion and is embedded in the sea floor, wherein the outer surface of the conical portion of the anchor mechanism has a hook piece portion of which the top protrudes from the top of the conical portion. According to the present invention, the energy caused by the flow of sea water is absorbed by means of an upwelling vortex formed in the vortex forming means, thereby reducing the damage of coastal erosion and sand loss due to sea waves, etc.

Description

μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„Underwater vortex induction equipment

λ³Έ 발λͺ…은 νŒŒλž‘ ν˜„μƒ 등에 μ˜ν•΄ ν•΄μ•ˆμœΌλ‘œ ν–₯ν•˜λŠ” ν•΄μˆ˜μ˜ μ—λ„ˆμ§€λ₯Ό ν‘μˆ˜ν•¨μœΌλ‘œμ¨, ν•΄μ•ˆμ˜ ν”Όν•΄λ₯Ό 쀄이기 μœ„ν•œ 것이닀. The present invention is to reduce the damage to the shore by absorbing the energy of the sea water toward the shore by the wave phenomenon.

졜근 지ꡬ μ˜¨λ‚œν™”μ˜ 영ν–₯으둜 ν•΄μˆ˜λ©΄μ΄ κΈ‰κ²©νžˆ μ¦κ°€ν•˜κ³  있으며, 이에 따라 νŒŒλž‘μ˜ 강도가 λ†’μ•„μ§μœΌλ‘œμ¨ ν•΄μ•ˆμ˜ μΉ¨μ‹μ΄λ‚˜ λͺ¨λž˜μœ μ‹€ λ“±μ˜ ν”Όν•΄κ°€ μ¦κ°€ν•˜κ³  μžˆλ‹€. Recently, the sea level is rapidly increasing due to global warming, and accordingly, the intensity of blue waves is increasing, and damages such as coastal erosion and sand loss are increasing.

특히, ν•΄μ•ˆμ˜ μΉ¨μ‹μ΄λ‚˜ λͺ¨λž˜ μœ μ‹€ λ“±μ˜ ν”Όν•΄λŠ” ν•΄μˆ˜μ˜ 흐름에 λ”°λ₯Έ μ—λ„ˆμ§€κ°€ 큰 κ³ νŒŒλž‘μΌ λ•Œ 주둜 λ°œμƒν•˜λŠ”λ° κ³ νŒŒλž‘μ˜ λ°œμƒλΉˆλ„κ°€ λ†’μ•„μ§μœΌλ‘œ μΈν•˜μ—¬ ν•΄μ•ˆμ˜ ν”Όν•΄κ°€ κ°€μ†ν™”λ˜κ³  μžˆλ‹€.In particular, damage such as coastal erosion or loss of sand occurs mainly when the energy is high blue due to the flow of seawater, and the frequency of high blue waves is increasing, thereby accelerating damage to the shore.

μ΄λŸ¬ν•œ 문제λ₯Ό ν•΄κ²°ν•˜κΈ° μœ„ν•˜μ—¬, 잠제, μ΄μ•ˆμ œ, 돌제 λ“±μ˜ μ‡„νŒŒ ꡬ쑰물을 μ‚¬μš©ν•˜λŠ” μ‡„νŒŒλ°©μ‹κ³Ό, 사석 λ˜λŠ” 콘크리트둜 μ œμž‘λœ ν˜Έμ•ˆ ꡬ쑰물을 μ„€μΉ˜ν•˜λŠ” ν˜Έμ•ˆλ°©μ‹ λ“± λ‹€μ–‘ν•œ 방법이 μ‹œλ„λ˜μ–΄ μ™”λ‹€.In order to solve these problems, various methods have been attempted, such as a breaking method using a breaking structure such as latent, lancing agent, and stone, and a breaking method of installing a shore structure made of sandstone or concrete.

ν•œνŽΈ, μ΄λŸ¬ν•œ μ’…λž˜κΈ°μˆ μ— λ”°λ₯Έ μ‡„νŒŒ ꡬ쑰물 및 ν˜Έμ•ˆ ꡬ쑰물은 νŒŒλž‘μ— νœ©μ“Έλ¦¬μ§€ μ•Šμ„ μ •λ„μ˜ 견고함을 ν•„μš”λ‘œ ν•˜λ©°, μ΄λŸ¬ν•œ 쑰건을 λ§Œμ‘±μ‹œν‚€κΈ° μœ„ν•˜μ—¬μ„œλŠ” ꡬ쑰물의 뢀피와 μ€‘λŸ‰μ΄ 컀질 수 밖에 μ—†μœΌλ©°, 그에 따라 μ„€μΉ˜λΉ„μš©μ˜ 증가와 μ‹œκ³΅μ˜ 어렀움과 곡사기간이 κΈΈμ–΄μ§€λŠ” λ“±μ˜ 단점이 μžˆλ‹€.On the other hand, such a breaking structure and a shore structure according to the prior art require a degree of stiffness not to be swept by the blue, and in order to satisfy these conditions, the volume and weight of the structure are inevitably increased, and accordingly the installation cost There are disadvantages such as increase and difficulty in construction and longer construction period.

λ˜ν•œ, μ΄λŸ¬ν•œ μ‡„νŒŒ ꡬ쑰물 및 ν˜Έμ•ˆ ꡬ쑰물이 μ„€μΉ˜λœ ν•΄μ•ˆμ—μ„œλŠ” ν•΄μ–‘ 레포츠 λ“±μ˜ ν™œλ™μ΄ μ œν•œλ˜κΈ° λ•Œλ¬Έμ— μ§€μ—­μ‚¬νšŒμ˜ κ΄€κ΄‘μ‚°μ—… λ°œμ „μ—λ„ μ§€μž₯이 λœλ‹€λŠ” 문제점이 μžˆλ‹€.In addition, there is a problem in that the activities of marine leisure sports are limited on the coast where such breakwater structures and shore structures are installed, which also interferes with the development of the tourism industry in the community.

λ³Έ 발λͺ…은 μƒμˆ ν•œ 바와 같이 μ’…λž˜ 기술의 문제λ₯Ό ν•΄κ²°ν•˜κΈ° μœ„ν•œ κ²ƒμœΌλ‘œ, νŒŒλž‘ 등에 μ˜ν•΄ λ°œμƒν•˜λŠ” ν•΄μˆ˜μ˜ μ—λ„ˆμ§€λ₯Ό ν‘μˆ˜ν•¨μœΌλ‘œμ¨ ν•΄μ•ˆμ˜ 침식, λͺ¨λž˜ μœ μ‹€ λ“±μ˜ ν˜„μƒμ„ 방지함과 λ™μ‹œμ— μ œμž‘ 및 μ„€μΉ˜κ°€ μš©μ΄ν•˜μ—¬ μ‚¬μš©νš¨μœ¨μ΄ 높은 μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„λ₯Ό μ œκ³΅ν•˜κΈ° μœ„ν•œ 것이닀.The present invention is to solve the problems of the prior art as described above, by absorbing the energy of the sea water generated by the blue, etc. to prevent the phenomenon of coastal erosion, sand loss, etc., at the same time, easy to manufacture and install, use efficiency This is to provide a high water vortex induction equipment.

상기 λͺ©μ μ„ λ‹¬μ„±ν•˜κΈ° μœ„ν•˜μ—¬ μ œκ³΅λ˜λŠ” λ³Έ 발λͺ…에 λ”°λ₯Έ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„λŠ”, 상면이 개방된 ν˜•νƒœμ˜ 내뢀곡간이 κ°–μΆ”μ–΄μ§„ λ‹€μˆ˜κ°œμ˜ 와λ₯˜ν˜•μ„±λ“œλŸΌμ΄ μ‘°ν•©λ˜μ–΄ μΌμ •λ©΄μ μ˜ 해저면에 λΆ„ν¬λ˜λŠ” 와λ₯˜ν˜•μ„±μˆ˜λ‹¨κ³Ό, 상기 각 와λ₯˜ν˜•μ„±λ“œλŸΌμ„ μ„œλ‘œ 연결함과 λ™μ‹œμ— 상기 각 와λ₯˜ν˜•μ„±λ“œλŸΌμ΄ ν•΄λ₯˜μ˜ 영ν–₯에 μ˜ν•΄ κ°œλ³„μ μœΌλ‘œ 일정 λ²”μœ„λ‚΄μ—μ„œ 움직일 수 μžˆλ„λ‘ ν•˜λŠ” μœ λ™μ—°κ²°μˆ˜λ‹¨κ³Ό, 상기 와λ₯˜ν˜•μ„±μˆ˜λ‹¨μ˜ μœ„μΉ˜κ°€ 해저면에 λŒ€ν•˜μ—¬ κ³ μ •λ˜λ„λ‘ ν•˜λŠ” κ³ μ •μˆ˜λ‹¨μ„ ν¬ν•¨ν•˜μ—¬ 이루어진닀.The underwater vortex induction facility according to the present invention provided to achieve the above object is a combination of a plurality of vortex-forming drums having an internal space with an open top surface, and vortex-forming means distributed on a bottom surface of a certain area, At the same time that each of the vortex forming drums are connected to each other, the flow connecting means for allowing the vortex forming drums to individually move within a certain range under the influence of the current, and the position of the vortex forming means is fixed with respect to the sea floor. It comprises a fixing means.

상기 μœ λ™μ—°κ²°μˆ˜λ‹¨μ€ λ‹€μˆ˜κ°œμ˜ 와λ₯˜ν˜•μ„±λ“œλŸΌμ„ μ—°μ†ν•΄μ„œ κ΄€ν†΅ν•˜λŠ” 연결와이어λ₯Ό ν¬ν•¨ν•˜μ—¬ 이루어진닀.The flow connecting means comprises a connecting wire that continuously passes through a plurality of vortex forming drums.

상기 κ³ μ •μˆ˜λ‹¨μ€ 상기 μ™€μ΄μ–΄μ˜ 선단이 μ²΄κ²°λ˜λŠ” ν¬μŠ€νŠΈλΆ€μ™€, 상기 ν¬μŠ€νŠΈλΆ€μ˜ ν•˜λ‹¨μ— κ΅¬μ„±λ˜μ–΄ 해저면에 λ°•νžˆλŠ” 원뿔뢀λ₯Ό ν¬ν•¨ν•˜λŠ” μ•΅μ»€κΈ°κ΅¬λ‘œ μ΄λ£¨μ–΄μ§ˆ 수 μžˆλ‹€.The fixing means may be formed of an anchor mechanism including a post portion to which the front end of the wire is fastened, and a conical portion that is configured at a lower end of the post portion and is pushed to the sea floor.

상기 μ•΅μ»€κΈ°κ΅¬μ˜ μ›λΏ”λΆ€μ˜ μ™Έλ©΄μ—λŠ” κ·Έ 상단이 μ›λΏ”λΆ€μ˜ 상단 보닀 λŒμΆœλ˜λŠ” λ‹€μˆ˜κ°œμ˜ 만곑 κ°€λŠ₯ν•œ κ±Έλ¦ΌνŽΈλΆ€κ°€ κ΅¬λΉ„λœλ‹€.The outer surface of the conical portion of the anchor mechanism is provided with a plurality of bendable engaging piece portions, the top of which protrudes from the top of the conical portion.

상기 μœ λ™μ—°κ²°μˆ˜λ‹¨μ€ 각 와λ₯˜ν˜•μ„±λ“œλŸΌμ— κ΅¬λΉ„λ˜λŠ” 연결고리와 상기연결고리에 μ—°κ²°λ˜λŠ” 연결후크λ₯Ό ν¬ν•¨ν•˜μ—¬ μ΄λ£¨μ–΄μ§ˆ 수 μžˆλ‹€. The flow connecting means may include a connecting ring provided in each vortex forming drum and a connecting hook connected to the connecting ring.

λ˜ν•œ, 상기 와λ₯˜ν˜•μ„±λ“œλŸΌμ—λŠ” ν•΄μˆ˜μ˜ 흐름에 저항을 κ°€ν•˜λŠ” 저항막이 ꡬ비될 수 μžˆλ‹€.In addition, the vortex forming drum may be provided with a resistive film that applies resistance to the flow of seawater.

이와 같은 λ³Έ 발λͺ…에 μ˜ν•˜λ©΄, 와λ₯˜ν˜•μ„±μˆ˜λ‹¨μ—μ„œ ν˜•μ„±λ˜λŠ” 용승 와λ₯˜μ— μ˜ν•΄ ν•΄μˆ˜μ˜ νλ¦„μœΌλ‘œ μΈν•œ μ—λ„ˆμ§€κ°€ 흑수됨으둜써 νŒŒλž‘ 등에 μ˜ν•œ ν•΄μ•ˆμΉ¨μ‹, λͺ¨λž˜ μœ μ‹€ λ“±μ˜ ν”Όν•΄κ°€ κ°μ†Œλœλ‹€λŠ” 이점이 μžˆλ‹€.According to the present invention, the energy generated by the flow of seawater is absorbed by the molten vortex formed in the vortex forming means, thereby reducing damage such as coastal erosion due to blue waves and loss of sand.

λ˜ν•œ, λ³Έ 발λͺ…에 λ”°λ₯Έ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„λŠ” κ·Έ ꡬ성상 μ œμž‘ 및 μ„€μΉ˜κ°€ μš©μ΄ν•˜κΈ° λ•Œλ¬Έμ— ν•΄μ•ˆμ˜ ν˜•νƒœ 및 ν•΄μˆ˜μ˜ 흐름에 λ§žμΆ”μ–΄ 효율적인 μ‚¬μš©μ΄ κ°€λŠ₯ν•˜λ‹€λŠ” 이점이 μžˆλ‹€.In addition, the underwater vortex induction facility according to the present invention has an advantage that it can be efficiently used according to the shape of the coast and the flow of seawater because it is easy to manufacture and install due to its configuration.

도 1: λ³Έ 발λͺ… μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„μ˜ ꡬ성을 λ‚˜νƒ€λ‚Έ 전체도면 Figure 1: The overall view showing the configuration of the present invention underwater vortex induction equipment

도 2: λ³Έ 발λͺ… μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„μ˜ ꡬ성을 λ‚˜νƒ€λ‚Έ 일뢀 ν™•λŒ€λ„λ©΄Figure 2: Part of the enlarged view showing the configuration of the present invention underwater vortex induction equipment

도 3: λ³Έ 발λͺ… μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„μ˜ λ‹€λ₯Έ ꡬ성을 λ‚˜νƒ€λ‚Έ 전체도면Figure 3: The overall view showing another configuration of the present invention underwater vortex induction equipment

도 4: λ³Έ 발λͺ…μ˜ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„μ˜ λ‹€λ₯Έ ꡬ성을 λ‚˜νƒ€λ‚Έ 일뢀 ν™•λŒ€λ„λ©΄Figure 4 is a partially enlarged view showing another configuration of the underwater vortex induction equipment of the present invention

도 5: λ³Έ 발λͺ…에 μžˆμ–΄μ„œ 와λ₯˜ν˜•μ„±λ“œλŸΌμ— 저항막이 κ΅¬λΉ„λœ ꡬ성을 λ‚˜νƒ€λ‚Έ 도면5: In the present invention, a diagram showing a configuration in which a resistance film is provided in a vortex forming drum.

도 6: λ³Έ 발λͺ…에 λ”°λ₯Έ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„μ˜ μž‘μš©μ„ λ‚˜νƒ€λ‚Έ 도면(λ°”λ‹₯면이 λ§‰νžŒ 와λ₯˜ν˜•μ„±λ“œλŸΌ)Figure 6: Figure showing the action of the underwater vortex induction equipment according to the present invention (bottom surface blocked vortex forming drum)

도 7: λ³Έ 발λͺ…에 λ”°λ₯Έ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„μ˜ μž‘μš©μ„ λ‚˜νƒ€λ‚Έ 도면(λ°”λ‹₯면이 개방된 와λ₯˜ν˜•μ„±λ“œλŸΌ)Figure 7: Drawing showing the action of the underwater vortex induction equipment according to the present invention (bottom forming drum with the bottom open)

도 8: λ³Έ 발λͺ…에 μ μš©λ˜λŠ” μ•΅μ»€κΈ°κ΅¬μ˜ μž‘μš©μ„ λ‚˜νƒ€λ‚Έ 도면 Figure 8: A diagram showing the action of the anchor mechanism applied to the present invention

도 9: λ³Έ 발λͺ…에 μžˆμ–΄μ„œ 와λ₯˜ν˜•μ„±λ“œλŸΌμ— κ²½μ‚¬ν˜• 저항막이 κ΅¬λΉ„λœ ꡬ성을 λ‚˜νƒ€λ‚Έ 도면 Figure 9: In the present invention, a diagram showing a configuration in which a vortex-forming drum is provided with an inclined resistance film.

도 10: λ³Έ 발λͺ…에 μžˆμ–΄μ„œ μƒν•˜μœ λ™ν˜• κ³ μ •μˆ˜λ‹¨μ΄ 적용된 ꡬ성을 λ‚˜νƒ€λ‚Έ 도면 10: In the present invention, a diagram showing the configuration to which the vertical flow type fixing means is applied

μ΄ν•˜, λ³Έ 발λͺ…을 μ‹€μ‹œν•˜κΈ° μœ„ν•œ ꡬ체적인 λ‚΄μš©μ„ μ²¨λΆ€λœ 도 1λΆ€ν„° 도 10κΉŒμ§€λ₯Ό 참쑰둜 ν•˜μ—¬ μƒμ„Έν•˜κ²Œ μ„€λͺ…ν•œλ‹€.Hereinafter, specific details for carrying out the present invention will be described in detail with reference to FIGS. 1 to 10.

λ³Έ 발λͺ…μ˜ μ‹€μ‹œμ˜ˆμ— λ”°λ₯Έ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„λŠ”, 도 1λΆ€ν„° 도 4에 λ‚˜νƒ€λ‚œ 것과 같이 상면이 개방된 ν˜•νƒœμ˜ 내뢀곡간이 κ°–μΆ”μ–΄μ§„ λ‹€μˆ˜κ°œμ˜ 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)이 μ‘°ν•©λ˜μ–΄ μΌμ •λ©΄μ μ˜ 해저면에 λΆ„ν¬λ˜λŠ” 와λ₯˜ν˜•μ„±μˆ˜λ‹¨κ³Ό, 상기 각 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)을 μ„œλ‘œ 연결함과 λ™μ‹œμ— 각 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)이 ν•΄λ₯˜μ˜ 영ν–₯에 μ˜ν•΄ κ°œλ³„μ μœΌλ‘œ 일정 λ²”μœ„λ‚΄μ—μ„œ 움직일 수 μžˆλ„λ‘ ν•˜λŠ” μœ λ™μ—°κ²°μˆ˜λ‹¨κ³Ό, 상기 와λ₯˜ν˜•μ„±μˆ˜λ‹¨μ˜ μœ„μΉ˜κ°€ 해저면에 λŒ€ν•˜μ—¬ κ³ μ •λ˜λ„λ‘ ν•˜λŠ” κ³ μ •μˆ˜λ‹¨μ„ ν¬ν•¨ν•˜μ—¬ 이루어진닀. Underwater vortex induction equipment according to an embodiment of the present invention, as shown in Figures 1 to 4, a plurality of vortex forming drums 10 with an internal space with an open top surface are combined to form a bottom surface of a certain area. The vortex forming means to be distributed, the vortex forming drum 10 connected to each other, and at the same time, each vortex forming drum 10 can be individually moved within a certain range by the influence of the current, and the flow connecting means, It comprises a fixing means to ensure that the position of the vortex forming means is fixed with respect to the sea floor.

상기 μœ λ™μ—°κ²°μˆ˜λ‹¨μ€ λ‹€μˆ˜κ°œμ˜ 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)을 μ—°μ†ν•΄μ„œ κ΄€ν†΅ν•˜λŠ” 연결와이어(20)λ₯Ό ν¬ν•¨ν•˜μ—¬ μ΄λ£¨μ–΄μ§€λŠ”λ°, 상기 연결와이어(20)λŠ” λ‘œν”„, ν˜Ήμ€ 체인과 같이 λ™μΌν•œ κΈ°λŠ₯을 κ°–λŠ” λ‹€λ₯Έ ν˜•νƒœμ˜ μ„ λΆ€μž¬(η·šιƒ¨ζ)둜 λŒ€μ²΄λ  수 μžˆλ‹€.(도 1, 2 μ°Έμ‘°)The flow connecting means comprises a connecting wire 20 continuously penetrating a plurality of vortex forming drums 10, wherein the connecting wire 20 is a wire or other type of wire having the same function as a chain It can be replaced with a member (see FIGS. 1 and 2).

상기 κ³ μ •μˆ˜λ‹¨μ€ 상기 μ™€μ΄μ–΄μ˜ 선단이 κ²°μ†λ˜λŠ” ν¬μŠ€νŠΈλΆ€(301)와, 상기 ν¬μŠ€νŠΈλΆ€(301)의 ν•˜λ‹¨μ— κ΅¬μ„±λ˜μ–΄ 해저면에 λ°•νžˆλŠ” μ›λΏ”ν˜•νƒœμ˜ 원뿔뢀(302)λ₯Ό ν¬ν•¨ν•˜λŠ” 액컀기ꡬ(30)둜 μ΄λ£¨μ–΄μ§€λŠ”λ°, 상기 원뿔뢀(302)의 μ™Έλ©΄μ—λŠ” κ·Έ 상단이 원뿔뢀(302)의 상단 보닀 λŒμΆœλ˜λŠ” λ‹€μˆ˜κ°œμ˜ 만곑 κ°€λŠ₯ν•œ κ±Έλ¦ΌνŽΈλΆ€(303)κ°€ κ΅¬λΉ„λœλ‹€.The fixing means is an anchor mechanism (30) including a post portion (301) to which the front end of the wire is bound and a conical portion (302) formed at a lower end of the post portion (301) to be pushed into the sea floor. It is made, the outer surface of the conical portion 302 is provided with a plurality of bendable engaging piece 303 whose upper end protrudes from the upper end of the conical portion 302.

μ—¬κΈ°μ„œ, 상기 ν¬μŠ€νŠΈλΆ€(301)의 상단은 갈고리 ν˜•νƒœλ‘œ μ΄λ£¨μ–΄μ§μœΌλ‘œμ¨ 이에 체결된 와이어가 μ΄νƒˆλ˜μ§€ μ•Šλ„λ‘ κ΅¬μ„±λ˜λŠ” 것이 λ°”λžŒμ§ν•˜λ‹€.Here, the upper end of the post portion 301 is preferably made of a hook so that the wires fastened thereto are not separated.

ν•œνŽΈ, 상기 μœ λ™μ—°κ²°μˆ˜λ‹¨μ€ 각 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)에 κ΅¬λΉ„λ˜λŠ” 연결고리(22와, 상기 연결고리(22)에 μ²΄κ²°λ˜λŠ” 연결후크(23)λ₯Ό ν¬ν•¨ν•˜μ—¬ μ΄λ£¨μ–΄μ§ˆ 수 도 μžˆλ‹€.(도 3, 4 μ°Έμ‘°)On the other hand, the flow connecting means may be made of a connecting hook 22 provided in each vortex forming drum 10 and a connecting hook 23 fastened to the connecting ring 22. Reference)

μ—¬κΈ°μ„œ, 상기 연결고리(22)λŠ” 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 μ „ν›„μ’Œμš°λ©΄μ— 각각 κ΅¬λΉ„λ˜κ³ , 연결고리(22)에 μ—°κ²°λœ 연결후크(23)λŠ” κ·Όμ ‘ν•œ λ‹€λ₯Έ 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 연결후크(23)와 μ—°κ²°λ¨μœΌλ‘œμ¨ λͺ¨λ“  와λ₯˜ν˜•μ„±λ“œλŸΌ(10)이 μ „μ²΄μ μœΌλ‘œ μ²΄κ²°λ˜λŠ” 쑰합ꡬ쑰λ₯Ό ν˜•μ„±ν•˜κ²Œ λœλ‹€.Here, the connecting ring 22 is provided on the front, rear, left and right surfaces of the vortex forming drum 10, and the connecting hook 23 connected to the connecting ring 22 is connected to the connecting hook 23 of other vortex forming drums 10 adjacent to each other. ) To form a combination structure in which all the vortex forming drums 10 are fastened as a whole.

이에 μ μš©λ˜λŠ” κ³ μ •μˆ˜λ‹¨μ€ 상기 연결와이어(20)에 λŒ€ν•œ κ³ μ •μž‘μš©μ„ ν–‰ν•˜λŠ” 액컀기ꡬ(30)와 λ™μΌν•œ 것이 μ‚¬μš©λ  수 μžˆμœΌλ‚˜, 이에 λ”°λ₯Έ 고정방식은 연결와이어(20)λ₯Ό κ³ μ •ν•˜λŠ” λ°©μ‹κ³ΌλŠ” λ‹€λ₯΄κ²Œ, 갈고리 ν˜•νƒœλ‘œ 이루어진 ν¬μŠ€νŠΈλΆ€(301)의 상단이 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 상단에 걸리고, 원뿔뢀(302)κ°€ 해저면에 λ°•νž˜μœΌλ‘œμ¨ 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)을 κ³ μ •ν•˜κ²Œ λœλ‹€. The fixing means applied to this may be the same as the anchor mechanism 30 that performs a fixing action on the connecting wire 20, but the fixing method according to this is different from the method of fixing the connecting wire 20, the hook type The upper end of the post portion 301 made of is hung on the upper end of the vortex forming drum 10, and the conical portion 302 is fixed to the bottom surface to fix the vortex forming drum 10.

μ΄λ•Œ, 액컀기ꡬ(30)κ°€ λͺ¨λ“  와λ₯˜ν˜•μ„±λ“œλŸΌ(10)에 μ μš©λ˜λŠ” 것이 μ•„λ‹ˆλΌ, μΌμ •ν•œ 간격을 두고 λ°°μΉ˜λ˜μ–΄ 일뢀 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)μ—λ§Œ μ μš©λ˜λ„λ‘ ν•¨μœΌλ‘œμ¨ κ΅¬μ„±μƒμ˜ νš¨μœ¨μ„ λ†’μ΄λŠ” 것이 λ°”λžŒμ§ν•˜λ‹€.At this time, it is preferable that the anchor mechanism 30 is not applied to all the vortex forming drums 10, but is arranged at regular intervals so as to be applied only to some vortex forming drums 10 to increase the structural efficiency.

그리고, 도 5에 λ‚˜νƒ€λ‚œ 것과 같이 상기 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 상단 κ·Έ μƒλ°©μ—μ„œμ˜ ν•΄μˆ˜μ˜ 흐름에 저항을 κ°€ν•˜λŠ” 저항막(12)이 ꡬ비될 수 μžˆλŠ”λ°, 상기 저항막(12)은 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 μƒλ‹¨μ˜ μΌμ •λΆ€λΆ„μ—μ„œ μƒλ°©μœΌλ‘œ 돌좜된 얇은 ν”Œλ ˆμ΄νŠΈ ν˜•νƒœλ‘œ 이루어지며, 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)κ³Ό 뢄리결합 κ°€λŠ₯ν•˜κ²Œ ꡬ성될 수 μžˆλ‹€.And, as shown in Figure 5, the upper end of the vortex forming drum 10 may be provided with a resistive film 12 that applies resistance to the flow of seawater above, the resistive film 12 is a vortex forming drum ( It is made in the form of a thin plate protruding upward from a certain portion of the top of 10), it can be configured to be separated and coupled to the vortex forming drum (10).

μƒμˆ ν•œ 바와 같이 κ΅¬μ„±λœ λ³Έ 발λͺ…에 λ”°λ₯Έ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„μ˜ μž‘μš©μ„ μ„€λͺ…ν•˜λ©΄ λ‹€μŒκ³Ό κ°™λ‹€.When explaining the action of the underwater vortex induction equipment according to the present invention configured as described above are as follows.

μš°μ„ , λ³Έ 발λͺ…μ˜ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„λŠ” ν•΄μ•ˆμ—μ„œ κ·Όμ ‘ν•œ 해저면에 μ„€μΉ˜λ¨μœΌλ‘œμ¨ 각 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 μ‘°ν•©λœ 면적에 ν•΄λ‹Ήν•˜λŠ” 뢄포면적을 ν˜•μ„±ν•˜κ²Œ 되며, μ˜ˆμ‹œμ μœΌλ‘œ 상기 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 μ‘°ν•©ν˜•νƒœλŠ” λ‹€μˆ˜κ°œμ˜ 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)이 κ°€λ‘œμ—΄κ³Ό μ„Έλ‘œμ—΄μ„ μ΄λ£¨λŠ” μž₯λ°©ν˜•(도 1, 도 3 μ°Έμ‘°) λ˜λŠ” μ€‘μ‹¬λΆ€μ—μ„œ μ‚¬λ°©μœΌλ‘œ λ™μΌν•œ κ°„κ²©μœΌλ‘œ λ°°μ—΄λ˜λŠ” λ°©μ‚¬ν˜•(도면 μƒλž΅) λ“±μœΌλ‘œ μ΄λ£¨μ–΄μ§ˆ 수 μžˆλ‹€. First, the underwater vortex induction facility of the present invention is installed on the sea floor adjacent to the coast to form a distribution area corresponding to the combined area of each vortex forming drum 10, for example of the vortex forming drum 10 The combination form may be a rectangular shape (see FIGS. 1 and 3) in which a plurality of vortex forming drums 10 form a horizontal row and a vertical row, or a radial shape (omitted from the drawing) arranged at equal intervals from the center.

도 6에 λ‚˜νƒ€λ‚œ 것과 같이 λ³Έ 발λͺ…μ˜ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„κ°€ μ„€μΉ˜λœ μƒνƒœμ—μ„œ, νŒŒλž‘ 등에 μ˜ν•΄ 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 μƒλ°©μ—μ„œ ν•΄μˆ˜μ˜ μˆ˜ν‰λ°©ν–₯ 흐름이 λ°œμƒλ˜λ©΄, 각각의 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 내뢀곡간에 μœ μž…λ˜μ–΄ μžˆλŠ” ν•΄μˆ˜μ—μ„œ 와λ₯˜κ°€ ν˜•μ„±λ˜μ–΄ μš©μŠΉν•˜κ²Œ 되고, μš©μŠΉν•˜λŠ” 와λ₯˜μ— μ˜ν•΄μ„œ μˆ˜ν‰λ°©ν–₯의 ν•΄μˆ˜μ˜ 흐름이 μ°¨λ‹¨λ˜μ–΄ μ™„ν™”λœλ‹€.6, when the underwater vortex induction facility of the present invention is installed, when a horizontal flow of seawater occurs above the vortex forming drum 10 due to blue waves, the internal space of each vortex forming drum 10 A vortex is formed in the seawater flowing into the water to melt, and the flow of the seawater in the horizontal direction is blocked by the vortex to melt.

즉, 각각의 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)μ—μ„œ ν˜•μ„±λœ 용승 와λ₯˜λŠ” μ „μ²΄μ μœΌλ‘œ μ‘°ν•©λ˜μ–΄ ν•΄μˆ˜μ˜ 흐름을 μ™„ν™”ν•˜κ³  ν•΄μˆ˜μ˜ 흐름에 μ˜ν•œ μ—λ„ˆμ§€λ₯Ό ν‘μˆ˜ν•˜λŠ” μΌμ’…μ˜ μ—λ„ˆμ§€ ν‘μˆ˜λ§‰ 역할을 ν•˜κ²Œ 되며, ν•΄μˆ˜μ˜ 흐름이 μ™„ν™”λ˜λ©΄ 결과적으둜 νŒŒλž‘μ˜ 강도 λ˜ν•œ μ•½ν™”λ¨μœΌλ‘œμ¨ νŒŒλž‘μ— μ˜ν•œ ν”Όν•΄κ°€ κ°μ†Œλ˜λŠ” 것이닀.That is, the molten vortices formed in each vortex forming drum 10 are combined as a whole to serve as a kind of energy absorbing film that alleviates the flow of seawater and absorbs energy by the flow of seawater. As the intensity of blue waves is also weakened, damage caused by blue waves is reduced.

그리고, λ³Έ 발λͺ…에 μ˜ν•˜λ©΄ 도 7에 λ‚˜νƒ€λ‚œ 것과 같이 와λ₯˜ν˜•μ„±μˆ˜λ‹¨μœΌλ‘œμ„œ λ°”λ‹₯면이 개방된 ν˜•νƒœμ˜ 이λ₯Έλ°” κ°œλ°©ν˜• 와λ₯˜ν˜•μ„±λ“œλŸΌ(10')이 적용될 수 μžˆλŠ”λ°, κ°œλ°©ν˜• 와λ₯˜ν˜•μ„±λ“œλŸΌ(10')에 μ˜ν•˜λ©΄ κ·Έ μ•„λž˜μ˜ ν•΄μ € 토사가 μš©μŠΉλ˜λŠ” 와λ₯˜μ— μ˜ν•΄ ν‘μž…λ˜μ–΄ μ˜¬λΌμ™€μ„œ ν•΄μˆ˜μ˜ 흐름을 따라 ν•΄μ•ˆμœΌλ‘œ μ΄λ™ν•˜κ²Œ 됨으둜써 ν•΄μ•ˆμ˜ λͺ¨λž˜ μΉ¨μ‹ν˜„μƒμ΄ μ™„ν™”λ˜λŠ” μž‘μš© λ˜ν•œ 얻을 수 있게 λœλ‹€. In addition, according to the present invention, as shown in FIG. 7, a so-called open vortex forming drum 10' having a bottom surface open as a vortex forming means can be applied, and according to the open vortex forming drum 10' It is also possible to obtain the action of relaxing the erosion of sand on the shore by moving up to the shore along the flow of sea water after being sucked up by the vortex from which the seabed sediment is dissolved.

λ˜ν•œ, λ³Έ 발λͺ…에 μžˆμ–΄μ„œ, 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)에 저항막(12)이 κ΅¬λΉ„λœ κ²½μš°μ—λŠ” 이에 μ˜ν•΄ ν•΄μˆ˜μ˜ 흐름에 저항이 κ°€ν•΄μ§€κΈ° λ•Œλ¬Έμ— μš©μŠΉλ˜λŠ” 와λ₯˜κ³Ό λ”λΆˆμ–΄ ν•΄μˆ˜μ˜ 흐름에 μ˜ν•œ μ—λ„ˆμ§€κ°€ λ”μš± κ°μ†Œλœλ‹€. In addition, in the present invention, when the resistance film 12 is provided on the vortex forming drum 10, since resistance is applied to the flow of seawater, energy due to the flow of seawater along with the vortex to be melted is further reduced.

저항막(12)이 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)κ³Ό 뢄리결합 κ°€λŠ₯ν•˜κ²Œ κ΅¬μ„±λœ κ²½μš°μ—λŠ” ν•΄λ‹Ή μ§€μ—­μ˜ ν•΄μˆ˜μ˜ 흐름과 같은 μ„€μΉ˜ 쑰건에 따라 저항막(12)을 μ„ νƒμ μœΌλ‘œ ꡬ비할 수 있게 λœλ‹€.When the resistive film 12 is configured to be separable from the vortex forming drum 10, the resistive film 12 can be selectively provided according to installation conditions such as the flow of seawater in the region.

μ΄μ–΄μ„œ, λ³Έ 발λͺ…에 μžˆμ–΄μ„œ, 각각의 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)이 μœ λ™μ—°κ²°μˆ˜λ‹¨μ— μ˜ν•΄ μ—°κ²°λ¨μœΌλ‘œμ¨ κ°œλ³„μ μœΌλ‘œ 일정 λ²”μœ„λ‚΄μ—μ„œ 움직일 수 μžˆλ„λ‘ κ΅¬μ„±λœ νŠΉμ§•μ— λŒ€ν•˜μ—¬ μ„€λͺ…ν•˜λ©΄ λ‹€μŒκ³Ό κ°™λ‹€.Next, in the present invention, each vortex forming drum 10 is connected by a flow connecting means, so that the features configured to move individually within a certain range will be described.

μš°μ„ , 해저면은 μœ‘μ§€μ˜ μ§€ν˜•μ²˜λŸΌ μΌμ •ν•œ ν˜•νƒœλ₯Ό μœ μ§€ν•˜λŠ” 것이 μ•„λ‹ˆλΌ, ν•΄μˆ˜μ˜ 흐름에 μ˜ν•΄ 토사가 λΆ€μœ λ˜μ–΄ μœ λ™λ˜κΈ° λ•Œλ¬Έμ—, κ·Έ μ§€ν˜•μ΄ μ‘°κΈˆμ”© λ³€ν™”ν•˜κ²Œ λ˜λ―€λ‘œ, λ³Έ 발λͺ…에 λ”°λ₯Έ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„κ°€ μ•ˆμ •λœ μ„€μΉ˜μƒνƒœλ₯Ό μœ μ§€ν•˜κΈ° μœ„ν•΄μ„œλŠ” λ³€ν™”ν•˜λŠ” ν•΄μ €λ©΄μ˜ μ§€ν˜•μ— λ§žμΆ”μ–΄ μœ μ—°ν•˜κ²Œ λŒ€μ‘λ  ν•„μš”μ„±μ΄ μžˆλ‹€. First, the bottom surface does not maintain a constant shape like the terrain of the land, but because the soil is floating and flows by the flow of seawater, the terrain changes little by little, so the underwater vortex induction facility according to the present invention is in a stable installation state. In order to maintain, there is a need to flexibly respond to changing topography of the seabed.

이에 따라, μœ λ™μ—°κ²°μˆ˜λ‹¨μ΄ 각각의 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)을 κ΄€ν†΅ν•˜λŠ” 연결와이어(20)와 같은 μ„ λΆ€μž¬λ‘œ μ΄λ£¨μ–΄μ§€λŠ” κ²½μš°μ—λŠ” 연결와이어(20)의 μœ μ—°μ •λ„μ— ν•΄λ‹Ήν•˜λŠ” 만큼, 각각의 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 μƒν•˜ μœ„μΉ˜κ°€ λ‹¬λΌμ§ˆ 수 있기 λ•Œλ¬Έμ— ν•΄μ €λ©΄μ˜ 고저변화에 λŒ€μ‘ν•˜κ²Œ λ˜λŠ” 것이닀.Accordingly, when the flow connecting means is made of a line member such as a connecting wire 20 penetrating each vortex forming drum 10, as much as corresponding to the degree of flexibility of the connecting wire 20, each vortex forming drum ( Since the up and down position of 10) can be changed, it responds to the elevation change of the seabed.

μœ λ™μ—°κ²°μˆ˜λ‹¨μ΄ 연결후크(23)둜 μ΄λ£¨μ–΄μ§€λŠ” κ²½μš°μ—λŠ” μ„œλ‘œ 체결된 연결후크(23)κ°€ μΌμ •λ²”μœ„ λ‚΄μ—μ„œ μžμœ νšŒλ™λ  수 있기 λ•Œλ¬Έμ— 연결후크(23)κ°€ μžμœ νšŒλ™λ˜λŠ” λ²”μœ„λ‚΄μ—μ„œ 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 μƒν•˜ μœ„μΉ˜κ°€ λ‹¬λΌμ§μœΌλ‘œμ¨ ν•΄μ €λ©΄μ˜ 고저변화에 λŒ€μ‘ν•˜κ²Œ λ˜λŠ” 것이닀.When the flow connecting means is made of the connecting hook 23, the connecting hook 23, which is fastened to each other, can be freely rotated within a certain range, so that the vortex forming drum 10 is within the range in which the connecting hook 23 is freely rotated. By changing the up and down position of, it responds to the elevation change of the seabed.

ν•œνŽΈ, λ³Έ 발λͺ…μ˜ μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„λŠ” μ „μˆ ν•œ 바와 같이 νŒŒλž‘ 등에 μ˜ν•΄ μœ λ°œλ˜λŠ” ν•΄μˆ˜μ˜ μ—λ„ˆμ§€λ₯Ό ν‘μˆ˜ν•˜κΈ° μœ„ν•œ 것이기 λ•Œλ¬Έμ— 뢄포면적이 λ„“κ²Œ κ΅¬μ„±λ˜λ„λ‘ κ·Έ νš¨κ³ΌλŠ” λ†’μ•„μ§„λ‹€κ³  λ³Ό 수 μžˆμ§€λ§Œ, ν˜„μ‹€μ μœΌλ‘œ 뢄포면적을 λ¬΄ν•œμ • λ„“κ²Œ ν•  μˆ˜λŠ” μ—†κΈ° λ•Œλ¬Έμ— μ„€μΉ˜λ˜λŠ” ν•΄μ•ˆμ„ μ΄λ‚˜ ν•΄μˆ˜μ˜ νŠΉμ„± 등을 κ°μ•ˆν•˜μ—¬ 졜적의 뢄포면적과 μ„€μΉ˜μœ„μΉ˜λ₯Ό μ„ μ •ν•˜λŠ” 것이 μ€‘μš”ν•˜λ‹€κ³  λ³Ό 수 μžˆλ‹€. On the other hand, since the underwater vortex induction facility of the present invention is for absorbing the energy of seawater caused by blue waves as described above, it can be seen that the effect is increased so that the distribution area is wide, but in reality, it is possible to increase the distribution area indefinitely. It is important to select the optimal distribution area and installation location in consideration of the characteristics of the installed coastline or seawater.

λ”°λΌμ„œ, μƒμˆ ν•œ 바와 같이 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 κ°œλ³„μ μΈ μœ„μΉ˜λ³€ν™”κ°€ κ°€λŠ₯토둝 ν•¨μœΌλ‘œμ¨ ν•΄μ €λ©΄μ˜ μ§€ν˜•λ³€ν™”μ—λŠ” μœ μ—°ν•˜κ²Œ λŒ€μ‘λ˜λ„λ‘ ν•˜λŠ” 것이 λ°”λžŒμ§ν•˜μ§€λ§Œ, 전체적인 λΆ„ν¬μœ„μΉ˜κ°€ λ‹¬λΌμ Έμ„œλŠ” μ˜λ„ν•œ 만큼의 μ—λ„ˆμ§€ 흑수효과λ₯Ό 얻을 수 μ—†κΈ° λ•Œλ¬Έμ— μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„μ˜ μœ„μΉ˜λŠ” μ•ˆμ •μ μœΌλ‘œ κ³ μ •λ˜μ–΄μ•Ό ν•œλ‹€.Therefore, as described above, it is preferable to allow the individual position change of the vortex forming drum 10 to flexibly respond to the topographic change of the sea bottom, but the overall distribution position is changed to obtain the energy absorption effect as intended. Since it cannot, the location of the underwater vortex induction equipment should be fixed stably.

그리고, μ΄λŸ¬ν•œ μœ„μΉ˜μ˜ μ•ˆμ •μ„±μ„ μœ„ν•œ κ³ μ •μˆ˜λ‹¨μœΌλ‘œμ„œ 상기 액컀기ꡬ가 μ‚¬μš©λ˜κ³  μžˆλŠ” λ°”, 이의 μž‘μš©μ€ λ‹€μŒκ³Ό κ°™λ‹€.And, the anchor mechanism is used as a fixing means for the stability of this position, its action is as follows.

상기 액컀기ꡬ(30)λŠ” ν¬μŠ€νŠΈλΆ€(301)의 ν•˜λ‹¨μ— κ΅¬μ„±λœ μ›λΏ”ν˜•νƒœμ˜ 원뿔뢀(302)κ°€ 해저면에 λ°•νžˆλ„λ‘ μ„€μΉ˜λ˜λŠ”λ°, 이와 같은 μƒνƒœμ—μ„œ, ν•΄μˆ˜μ˜ 흐름 등에 μ˜ν•œ 영ν–₯으둜 원뿔뢀(302)λ₯Ό μƒλ°©μœΌλ‘œ μ΄λ„λŠ” μž‘μš©μ΄ λ°œμƒν•˜κ²Œ 되면, κ±Έλ¦ΌνŽΈλΆ€(303)κ°€ μ£Όλ³€μ˜ ν•΄μ € 토사와 κ°„μ„­λ˜μ–΄ κ΅¬λΆ€λŸ¬μ§μœΌλ‘œμ¨ λ°©μ‚¬μƒμœΌλ‘œ νŽΌμ³μ§€κ²Œ λœλ‹€.The anchor mechanism 30 is installed so that the conical portion 302 of the conical shape formed at the bottom of the post portion 301 is pushed to the bottom surface, in this state, the conical portion 302 under the influence of the flow of sea water, etc. When the action of leading upward occurs, the engaging piece 303 is unfolded radially by being bent by interference with the surrounding seabed.

μ΄λ•Œ 상기 κ±Έλ¦ΌνŽΈλΆ€(303)κ°€ 펼쳐질수둝 κ±Έλ¦ΌνŽΈλΆ€(303)와 μ£Όλ³€μ˜ ν•΄μ € ν† μ‚¬μ™€μ˜ κ°„μ„­μ •λ„λŠ” λ”μš± κ°•ν•΄μ§€κ²Œ 되고, 결과적으둜 액컀기ꡬ(30)κ°€ ν•΄μ €λ©΄μ—μ„œ μ΄νƒˆλ˜λŠ” 것이 μ–΅μ œλ¨μœΌλ‘œμ¨ κ°•λ ₯ν•œ κ³ μ •μž‘μš©μ΄ μ΄λ£¨μ–΄μ§€κ²Œ λœλ‹€.(도 8 μ°Έμ‘°) At this time, as the engaging piece portion 303 is unfolded, the degree of interference between the engaging piece portion 303 and the surrounding subsea sediment becomes stronger, and as a result, the anchor mechanism 30 is restrained from being detached from the seabed surface, so that a strong fixing action is achieved. It will be made (see Fig. 8).

ν•œνŽΈ, 도 9에 λ‚˜νƒ€λ‚œ 것과 같이 상기 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 μƒλ‹¨μ—λŠ” ν•΄μˆ˜μ˜ 흐름방ν–₯으둜 κΈ°μšΈμ–΄μ§„ 이λ₯Έλ°” κ²½μ‚¬ν˜• 저항막(12')이 ꡬ비될 수 있으며, 상기 κ²½μ‚¬ν˜• 저항막(12') μ—­μ‹œ 저항막(12)κ³Ό λ§ˆμ°¬κ°€μ§€λ‘œ 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)κ³Ό 뢄리결합 κ°€λŠ₯ν•˜κ²Œ ꡬ성될 수 μžˆλ‹€.On the other hand, as shown in Figure 9, the upper end of the vortex forming drum 10 may be provided with a so-called inclined resistive film 12' inclined in the flow direction of seawater, and the inclined resistive film 12' is also provided. Like the resistance film 12, the vortex forming drum 10 may be configured to be separated and coupled.

상기 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)에 κ²½μ‚¬ν˜• 저항막(12')이 κ΅¬λΉ„λœ κ²½μš°μ—λŠ” ν•΄μˆ˜μ˜ 흐름에 λŒ€ν•œ μ €ν•­ μž‘μš©μ΄ 보닀 μœ μ—°ν•˜κ²Œ 이루어진닀.When the inclined resistance film 12' is provided in the vortex forming drum 10, resistance to seawater flow is more flexible.

λ˜ν•œ, λ³Έ 발λͺ…에 λ”°λ₯΄λ©΄, 이λ₯Έλ°” μƒν•˜μœ λ™ν˜• κ³ μ •μˆ˜λ‹¨μ΄ 적용될 수 μžˆλŠ”λ°, μ΄λŠ” 도 10에 λ‚˜νƒ€λ‚œ 것과 같이 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)을 ν†΅κ³Όν•˜μ—¬ 해저에 λ°•νžˆλŠ” μ•΅μ»€νŒŒμΌ(40)κ³Ό, 상기 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 쀑심뢀에 배치되며, 상기 μ•΅μ»€νŒŒμΌ(40)을 μƒν•˜ 이동 κ°€λŠ₯ν•˜κ²Œ μ§€μ§€ν•˜λŠ” 홀더(42)와, 상기 홀더(42)κ°€ 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)에 κ³ μ •λ˜λ„λ‘ ν•˜λŠ” κ³ μ •μ•„μ•”(44)을 ν¬ν•¨ν•˜μ—¬ μ΄λ£¨μ–΄μ§ˆ 수 μžˆλ‹€. In addition, according to the present invention, so-called up and down flow-type fixing means may be applied, as shown in FIG. 10, the anchor pile 40 passing through the vortex forming drum 10 and being pushed to the seabed, and the vortex forming drum 10 It is disposed in the center of the, and comprises a holder 42 for supporting the anchor pile 40 to be movable up and down, and a fixing arm 44 for fixing the holder 42 to the vortex forming drum 10 Can.

μ—¬κΈ°μ„œ, 상기 홀더(42)λŠ” μ•΅μ»€νŒŒμΌ(40)이 κ΄€ν†΅ν•˜λŠ” μ›ν†΅ν˜•μœΌλ‘œ μ΄λ£¨μ–΄μ§ˆ 수 있으며, 상기 μ•΅μ»€νŒŒμΌ(40)의 μƒλ‹¨μ—λŠ” 홀더(42)κ°€ μ•΅μ»€νŒŒμΌ(40)λ‘œλΆ€ν„° μ΄νƒˆλ˜μ§€ μ•Šλ„λ‘ ν•˜λŠ” μ΄νƒˆλ°©μ§€λ§(401)이 κ΅¬λΉ„λ˜λŠ” 것이 λ°”λžŒμ§ν•˜λ‹€.Here, the holder 42 may be made of a cylindrical shape through which the anchor pile 40 passes, and an upper end of the anchor pile 40 prevents the holder 42 from being detached from the anchor pile 40 ( 401) is preferably provided.

μ΄λŸ¬ν•œ μƒν•˜μœ λ™ν˜• κ³ μ •μˆ˜λ‹¨μ— μ˜ν•˜λ©΄, 상기 μ•΅μ»€νŒŒμΌ(40)을 따라 홀더(42)κ°€ μƒν•˜λ‘œ 움직일 수 있기 λ•Œλ¬Έμ— 결과적으둜 와λ₯˜ν˜•μ„±λ“œλŸΌ(10) λ˜ν•œ μƒν•˜λ‘œ 움직일 수 있게 됨으둜써 ν•΄μ €λ©΄μ˜ μ§€ν˜•λ³€ν™”λ‚˜ ν•΄μˆ˜μ˜ 흐름에 λŒ€ν•œ 와λ₯˜ν˜•μ„±λ“œλŸΌ(10)의 μœ„μΉ˜λŒ€μ‘μ΄ 보닀 μœ μ—°ν•΄μ§€κ²Œ λœλ‹€. According to the vertical flow type fixing means, the holder 42 can move up and down along the anchor pile 40. As a result, the vortex forming drum 10 can also move up and down. The positional response of the vortex forming drum 10 to the flow becomes more flexible.

Claims (11)

상면이 개방된 ν˜•νƒœμ˜ 내뢀곡간이 κ°–μΆ”μ–΄μ§„ λ‹€μˆ˜κ°œμ˜ 와λ₯˜ν˜•μ„±λ“œλŸΌμ΄ μ‘°ν•©λ˜μ–΄ μΌμ •λ©΄μ μ˜ 해저면에 λΆ„ν¬λ˜λŠ” 와λ₯˜ν˜•μ„±μˆ˜λ‹¨κ³Ό, A plurality of vortex forming drums equipped with an internal space with an open top surface, combined with a vortex forming means distributed over a certain area of the seabed, 상기 각 와λ₯˜ν˜•μ„±λ“œλŸΌμ„ μ„œλ‘œ 연결함과 λ™μ‹œμ— 상기 각 와λ₯˜ν˜•μ„±λ“œλŸΌμ΄ ν•΄λ₯˜μ˜ 영ν–₯에 μ˜ν•΄ κ°œλ³„μ μœΌλ‘œ 일정 λ²”μœ„λ‚΄μ—μ„œ 움직일 수 μžˆλ„λ‘ ν•˜λŠ” μœ λ™μ—°κ²°μˆ˜λ‹¨κ³Ό, A flow connecting means that connects each of the vortex forming drums with each other, and allows the vortex forming drums to individually move within a certain range under the influence of the current. 상기 와λ₯˜ν˜•μ„±μˆ˜λ‹¨μ˜ μœ„μΉ˜κ°€ 해저면에 λŒ€ν•˜μ—¬ κ³ μ •λ˜λ„λ‘ ν•˜λŠ” κ³ μ •μˆ˜λ‹¨ Fixing means to ensure that the position of the vortex forming means is fixed with respect to the sea floor 을 ν¬ν•¨ν•˜μ—¬ 이루어지며, Including, ν•΄μˆ˜μ˜ 흐름에 μ˜ν•΄ 상기 각 와λ₯˜ν˜•μ„±λ“œλŸΌμ˜ λ‚΄λΆ€κ³΅κ°„μ—μ„œ 와λ₯˜κ°€ ν˜•μ„±λ˜μ–΄ 용승(ζΉ§ζ˜‡)됨으둜써 μš©μŠΉλ˜λŠ” 와λ₯˜μ— μ˜ν•΄ 와λ₯˜ν˜•μ„±μˆ˜λ‹¨μ˜ λΆ„ν¬λ©΄μ λ§ŒνΌμ˜ ν•΄μˆ˜ μ—λ„ˆμ§€ ν‘μˆ˜λ§‰μ΄ ν˜•μ„±λ˜λ„λ‘ ν•˜λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„.An underwater vortex induction facility that forms a seawater energy absorbing film as much as the distribution area of the vortex forming means by vortices that are eluted by vortex formation and melting in the internal space of each vortex forming drum by the flow of seawater. 제1항에 μžˆμ–΄μ„œ, According to claim 1, 상기 μœ λ™μ—°κ²°μˆ˜λ‹¨μ€ λ‹€μˆ˜κ°œμ˜ 와λ₯˜ν˜•μ„±λ“œλŸΌμ„ μ—°μ†ν•΄μ„œ κ΄€ν†΅ν•˜λŠ” 연결와이어λ₯Ό ν¬ν•¨ν•˜μ—¬ μ΄λ£¨μ–΄μ§€λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„.The flow connecting means is an underwater vortex induction facility comprising a connecting wire that continuously passes through a plurality of vortex forming drums. 제2항에 μžˆμ–΄μ„œ, 상기 κ³ μ •μˆ˜λ‹¨μ€According to claim 2, The fixing means 상기 μ™€μ΄μ–΄μ˜ 선단이 μ²΄κ²°λ˜λŠ” ν¬μŠ€νŠΈλΆ€μ™€, 상기 ν¬μŠ€νŠΈλΆ€μ˜ ν•˜λ‹¨μ— κ΅¬μ„±λ˜μ–΄ 해저면에 λ°•νžˆλŠ” 원뿔뢀λ₯Ό ν¬ν•¨ν•˜λŠ” μ•΅μ»€κΈ°κ΅¬λ‘œ μ΄λ£¨μ–΄μ§€λŠ” 것An anchor mechanism comprising a post portion to which the tip of the wire is fastened, and a conical portion configured at a lower end of the post portion to be embedded in the seabed surface. 을 νŠΉμ§•μœΌλ‘œ ν•˜λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„.Underwater vortex induction facility characterized in that. 제3항에 μžˆμ–΄μ„œ, According to claim 3, 상기 μ•΅μ»€κΈ°κ΅¬μ˜ μ›λΏ”λΆ€μ˜ μ™Έλ©΄μ—λŠ” κ·Έ 상단이 μ›λΏ”λΆ€μ˜ 상단 보닀 λŒμΆœλ˜λŠ” λ‹€μˆ˜κ°œμ˜ 만곑 κ°€λŠ₯ν•œ κ±Έλ¦ΌνŽΈλΆ€κ°€ κ΅¬λΉ„λ˜λŠ” 것The outer surface of the conical portion of the anchor mechanism is provided with a plurality of bendable engaging piece portions, the top of which protrudes from the top of the conical portion. 을 νŠΉμ§•μœΌλ‘œ ν•˜λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„.Underwater vortex induction facility characterized in that. 제1항에 μžˆμ–΄μ„œ, According to claim 1, 상기 μœ λ™μ—°κ²°μˆ˜λ‹¨μ€ 각 와λ₯˜ν˜•μ„±λ“œλŸΌμ— κ΅¬λΉ„λ˜λŠ” 연결고리와 상기 연결고리에 μ—°κ²°λ˜λŠ” 연결후크λ₯Ό ν¬ν•¨ν•˜μ—¬ μ΄λ£¨μ–΄μ§€λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„. The flow connecting means is an underwater vortex induction facility comprising a connecting ring provided in each vortex forming drum and a connecting hook connected to the connecting ring. 제5항에 μžˆμ–΄μ„œ, 상기 κ³ μ •μˆ˜λ‹¨μ€The method of claim 5, wherein the fixing means 상기 와λ₯˜ν˜•μ„±λ“œλŸΌμ˜ 상단에 κ±Έλ¦¬λŠ” ν¬μŠ€νŠΈλΆ€μ™€, 상기 ν¬μŠ€νŠΈλΆ€μ˜ ν•˜λ‹¨μ— κ΅¬μ„±λ˜μ–΄ 해저에 λ°•νžˆλŠ” μ›λΏ”ν˜•νƒœμ˜ 원뿔뢀λ₯Ό ν¬ν•¨ν•˜λŠ” μ•΅μ»€κΈ°κ΅¬λ‘œ μ΄λ£¨μ–΄μ§€λŠ” 것An anchor mechanism comprising a post portion hanging over the upper end of the vortex forming drum and a conical portion formed at the lower end of the post portion and pushed to the seabed. 을 νŠΉμ§•μœΌλ‘œ ν•˜λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„.Underwater vortex induction facility characterized in that. 제6항에 μžˆμ–΄μ„œ, The method of claim 6, 상기 μ•΅μ»€κΈ°κ΅¬μ˜ μ›λΏ”λΆ€μ˜ μ™Έλ©΄μ—λŠ” κ·Έ 상단이 μ›λΏ”λΆ€μ˜ 상단 보닀 λŒμΆœλ˜λŠ” λ‹€μˆ˜κ°œμ˜ 만곑 κ°€λŠ₯ν•œ κ±Έλ¦ΌνŽΈλΆ€κ°€ κ΅¬λΉ„λ˜λŠ” 것The outer surface of the conical portion of the anchor mechanism is provided with a plurality of bendable engaging piece portions, the top of which protrudes from the top of the conical portion. 을 νŠΉμ§•μœΌλ‘œ ν•˜λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„.Underwater vortex induction facility characterized in that. 제1항에 μžˆμ–΄μ„œ, According to claim 1, 상기 와λ₯˜ν˜•μ„±λ“œλŸΌμ˜ μƒλ‹¨μ—λŠ” ν•΄μˆ˜μ˜ 흐름에 저항을 κ°€ν•˜λŠ” 저항막이 κ΅¬λΉ„λ˜λŠ” 것The vortex forming drum is provided with a resistive film that applies resistance to the flow of seawater. 을 νŠΉμ§•μœΌλ‘œ ν•˜λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„.Underwater vortex induction facility characterized in that. 제1항에 μžˆμ–΄μ„œ, According to claim 1, 상기 와λ₯˜ν˜•μ„±λ“œλŸΌμ˜ μƒλ‹¨μ—λŠ” ν•΄μˆ˜μ˜ 흐름방ν–₯으둜 κΈ°μšΈμ–΄μ§„ ν˜•νƒœμ˜ κ²½μ‚¬ν˜• 저항막이 κ΅¬λΉ„λ˜λŠ” 것On the top of the vortex forming drum, an inclined resistive film inclined in the flow direction of seawater is provided. 을 νŠΉμ§•μœΌλ‘œ ν•˜λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„.Underwater vortex induction facility characterized in that. 제5항에 μžˆμ–΄μ„œ, 상기 κ³ μ •μˆ˜λ‹¨μ€The method of claim 5, wherein the fixing means 와λ₯˜ν˜•μ„±λ“œλŸΌμ„ ν†΅κ³Όν•˜μ—¬ 해저에 λ°•νžˆλŠ” μ•΅μ»€νŒŒμΌκ³Ό, Anchor pile passing through the vortex forming drum and being pushed to the seabed, 상기 와λ₯˜ν˜•μ„±λ“œλŸΌμ˜ 쀑심뢀에 배치되며, 상기 μ•΅μ»€νŒŒμΌμ„ μƒν•˜ 이동 κ°€λŠ₯ν•˜κ²Œ μ§€μ§€ν•˜λŠ” 홀더와, It is arranged in the center of the vortex forming drum, and a holder for supporting the anchor pile to move up and down, 상기 홀더가 와λ₯˜ν˜•μ„±λ“œλŸΌμ— κ³ μ •λ˜λ„λ‘ ν•˜λŠ” κ³ μ •μ•„μ•”Fixing arm to secure the holder to the vortex forming drum 을 ν¬ν•¨ν•˜μ—¬ μ΄λ£¨μ–΄μ§€λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„. Underwater vortex induction facility comprising a. 제1항에 μžˆμ–΄μ„œ, 상기 와λ₯˜ν˜•μ„±μˆ˜λ‹¨μœΌλ‘œμ„œ 상면과 λ°”λ‹₯면이 개방된 κ°œλ°©ν˜• 와λ₯˜ν˜•μ„±λ“œλŸΌμ΄ μ μš©λ˜λŠ” 것The method of claim 1, wherein as the vortex forming means, an open vortex forming drum having an open top and bottom surfaces is applied. 을 νŠΉμ§•μœΌλ‘œ ν•˜λŠ” μˆ˜μ€‘μ™€λ₯˜ μœ λ„μ„€λΉ„.Underwater vortex induction facility characterized in that.
PCT/KR2019/009535 2019-01-02 2019-07-31 Underwater vortex induction equipment Ceased WO2020141679A1 (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
KR10-2019-0000290 2019-01-02
KR20190000290 2019-01-02
KR1020190085449 2019-07-16
KR10-2019-0085449 2019-07-16

Publications (1)

Publication Number Publication Date
WO2020141679A1 true WO2020141679A1 (en) 2020-07-09

Family

ID=71406855

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2019/009535 Ceased WO2020141679A1 (en) 2019-01-02 2019-07-31 Underwater vortex induction equipment

Country Status (2)

Country Link
KR (1) KR102299606B1 (en)
WO (1) WO2020141679A1 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0988040A (en) * 1995-09-26 1997-03-31 Seiki Iwayama Purifying block for river and purifying method of river using the block
JPH10292346A (en) * 1997-04-11 1998-11-04 Fukuken Chosa Sekkei Kk Wave-damping structure and wave attenuation method using wave-damping structure
JP2003293346A (en) * 2002-04-01 2003-10-15 Nishimatsu Constr Co Ltd Wave breaking device and wave breaking method
KR101162985B1 (en) * 2010-04-29 2012-07-09 (μ£Ό)ν•œκ΅­ν•΄μ–‘κ³Όν•™κΈ°μˆ  Apparatus for preventing the inflow of jellyfish into the intake of power plant
KR101233852B1 (en) * 2012-10-29 2013-02-15 (μ£Ό)μ”¨ν…Œν¬μ•Œμ—”λ”” Conservation system of sand beach shore

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20120005503U (en) * 2011-01-21 2012-07-31 μœ μ„±μ½˜ν¬λ¦¬νŠΈ(μ£Ό) Scour Protection Block
KR101513681B1 (en) * 2013-11-27 2015-04-23 ν•œκ΅­κ±΄μ„€κΈ°μˆ μ—°κ΅¬μ› anchor unit for slope supporter
KR101718903B1 (en) * 2014-10-10 2017-03-22 μ£Όμ‹νšŒμ‚¬ 무일콘크리트 Revetment block for scour prevention
KR101958906B1 (en) * 2016-04-01 2019-03-18 μ£Όμ‹νšŒμ‚¬ ν•œμ˜€μ…˜ sand catching unit

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0988040A (en) * 1995-09-26 1997-03-31 Seiki Iwayama Purifying block for river and purifying method of river using the block
JPH10292346A (en) * 1997-04-11 1998-11-04 Fukuken Chosa Sekkei Kk Wave-damping structure and wave attenuation method using wave-damping structure
JP2003293346A (en) * 2002-04-01 2003-10-15 Nishimatsu Constr Co Ltd Wave breaking device and wave breaking method
KR101162985B1 (en) * 2010-04-29 2012-07-09 (μ£Ό)ν•œκ΅­ν•΄μ–‘κ³Όν•™κΈ°μˆ  Apparatus for preventing the inflow of jellyfish into the intake of power plant
KR101233852B1 (en) * 2012-10-29 2013-02-15 (μ£Ό)μ”¨ν…Œν¬μ•Œμ—”λ”” Conservation system of sand beach shore

Also Published As

Publication number Publication date
KR20200084310A (en) 2020-07-10
KR102299606B1 (en) 2021-09-09

Similar Documents

Publication Publication Date Title
WO2009113817A2 (en) Scour preventive apparatus for pier foundation
CN103407552B (en) The counterweight anchor chain of single point mooring system
CA1102570A (en) Sea-floor template
WO2012169723A1 (en) Method for installing an underwater support column
WO2020141679A1 (en) Underwater vortex induction equipment
JP2025031564A (en) Single pile foundation and construction method for offshore wind power generation
KR101137560B1 (en) install way of a silt protect using a anchor of arm type
CN104170779B (en) A kind of aquiculture net cage
CN205707195U (en) A kind of floating offshore platform
CN115748819A (en) Utilize marine aquaculture net case to prevent aquatic suspension tunnel of ripples
WO2017195937A1 (en) Platform having protruding members for floating marine structure and semi-submersible marine structure comprising same
JPH0322345Y2 (en)
WO2017115981A1 (en) Tidal power generating system
CN118127979A (en) An ecological floating wave-breaking device for ecological waterways and assembly method
CN216164455U (en) A keep off a class device for marine cage culture
KR101543012B1 (en) Wave dissipating structure of overflow type for marine products production
WO2020149641A1 (en) Coastal erosion suppression apparatus
WO2014204145A1 (en) Mooring apparatus and drillship including same
WO2020004770A1 (en) Movable and semi-submerged power generator using waterwheel turbine
WO2020145617A1 (en) Fixing equipment for swept-away sand collecting apparatus for preventing coastal erosion
CN119860019B (en) Offshore wind power anti-scour protection device and installation method thereof
CN222120153U (en) A kind of ecological soft enclosure structure combining floating drum and anti-fouling curtain capable of limiting movement
KR100260701B1 (en) Breakwater system
CN105432533A (en) Trisection-anchored deep sea net cage stabilization system
WO2022004992A1 (en) Floating body without separate connection device and connection method thereof

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 19906634

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 19906634

Country of ref document: EP

Kind code of ref document: A1