WO2020141679A1 - Underwater vortex induction equipment - Google Patents
Underwater vortex induction equipment Download PDFInfo
- 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
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/043—Artificial seaweed
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/046—Artificial reefs
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard 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.
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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
Description
λ³Έ λ°λͺ μ νλ νμ λ±μ μν΄ ν΄μμΌλ‘ ν₯νλ ν΄μμ μλμ§λ₯Ό ν‘μν¨μΌλ‘μ¨, ν΄μμ νΌν΄λ₯Ό μ€μ΄κΈ° μν κ²μ΄λ€. 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.
μ΅κ·Ό μ§κ΅¬ μ¨λνμ μν₯μΌλ‘ ν΄μλ©΄μ΄ κΈκ²©ν μ¦κ°νκ³ μμΌλ©°, μ΄μ λ°λΌ νλμ κ°λκ° λμμ§μΌλ‘μ¨ ν΄μμ μΉ¨μμ΄λ λͺ¨λμ μ€ λ±μ νΌν΄κ° μ¦κ°νκ³ μλ€. 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.
νΉν, ν΄μμ μΉ¨μμ΄λ λͺ¨λ μ μ€ λ±μ νΌν΄λ ν΄μμ νλ¦μ λ°λ₯Έ μλμ§κ° ν° κ³ νλμΌ λ μ£Όλ‘ λ°μνλλ° κ³ νλμ λ°μλΉλκ° λμμ§μΌλ‘ μΈνμ¬ ν΄μμ νΌν΄κ° κ°μνλκ³ μλ€.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΄λ¬ν λ¬Έμ λ₯Ό ν΄κ²°νκΈ° μνμ¬, μ μ , μ΄μμ , λμ λ±μ μν ꡬ쑰물μ μ¬μ©νλ μνλ°©μκ³Ό, μ¬μ λλ μ½ν¬λ¦¬νΈλ‘ μ μλ νΈμ ꡬ쑰물μ μ€μΉνλ νΈμλ°©μ λ± λ€μν λ°©λ²μ΄ μλλμ΄ μλ€.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.
ννΈ, μ΄λ¬ν μ’ λκΈ°μ μ λ°λ₯Έ μν ꡬ쑰물 λ° νΈμ ꡬ쑰물μ νλμ ν©μΈλ¦¬μ§ μμ μ λμ κ²¬κ³ ν¨μ νμλ‘ νλ©°, μ΄λ¬ν 쑰건μ λ§μ‘±μν€κΈ° μνμ¬μλ ꡬ쑰물μ λΆνΌμ μ€λμ΄ μ»€μ§ μ λ°μ μμΌλ©°, κ·Έμ λ°λΌ μ€μΉλΉμ©μ μ¦κ°μ μ곡μ μ΄λ €μκ³Ό 곡μ¬κΈ°κ°μ΄ κΈΈμ΄μ§λ λ±μ λ¨μ μ΄ μλ€.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.
λν, μ΄λ¬ν μν ꡬ쑰물 λ° νΈμ κ΅¬μ‘°λ¬Όμ΄ μ€μΉλ ν΄μμμλ ν΄μ λ ν¬μΈ λ±μ νλμ΄ μ νλκΈ° λλ¬Έμ μ§μμ¬νμ κ΄κ΄μ°μ λ°μ μλ μ§μ₯μ΄ λλ€λ λ¬Έμ μ μ΄ μλ€.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 λ°λͺ μ μμ ν λ°μ κ°μ΄ μ’ λ κΈ°μ μ λ¬Έμ λ₯Ό ν΄κ²°νκΈ° μν κ²μΌλ‘, νλ λ±μ μν΄ λ°μνλ ν΄μμ μλμ§λ₯Ό ν‘μν¨μΌλ‘μ¨ ν΄μμ μΉ¨μ, λͺ¨λ μ μ€ λ±μ νμμ λ°©μ§ν¨κ³Ό λμμ μ μ λ° μ€μΉκ° μ©μ΄νμ¬ μ¬μ©ν¨μ¨μ΄ λμ μμ€μλ₯ μ λμ€λΉλ₯Ό μ 곡νκΈ° μν κ²μ΄λ€.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.
μκΈ° λͺ©μ μ λ¬μ±νκΈ° μνμ¬ μ 곡λλ λ³Έ λ°λͺ μ λ°λ₯Έ μμ€μλ₯ μ λμ€λΉλ, μλ©΄μ΄ κ°λ°©λ ννμ λ΄λΆκ³΅κ°μ΄ κ°μΆμ΄μ§ λ€μκ°μ μλ₯νμ±λλΌμ΄ μ‘°ν©λμ΄ μΌμ λ©΄μ μ ν΄μ λ©΄μ λΆν¬λλ μλ₯νμ±μλ¨κ³Ό, μκΈ° κ° μλ₯νμ±λλΌμ μλ‘ μ°κ²°ν¨κ³Ό λμμ μκΈ° κ° μλ₯νμ±λλΌμ΄ ν΄λ₯μ μν₯μ μν΄ κ°λ³μ μΌλ‘ μΌμ λ²μλ΄μμ μμ§μΌ μ μλλ‘ νλ μ λμ°κ²°μλ¨κ³Ό, μκΈ° μλ₯νμ±μλ¨μ μμΉκ° ν΄μ λ©΄μ λνμ¬ κ³ μ λλλ‘ νλ κ³ μ μλ¨μ ν¬ν¨νμ¬ μ΄λ£¨μ΄μ§λ€.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.
μκΈ° μ λμ°κ²°μλ¨μ λ€μκ°μ μλ₯νμ±λλΌμ μ°μν΄μ κ΄ν΅νλ μ°κ²°μμ΄μ΄λ₯Ό ν¬ν¨νμ¬ μ΄λ£¨μ΄μ§λ€.The flow connecting means comprises a connecting wire that continuously passes through a plurality of vortex forming drums.
μκΈ° κ³ μ μλ¨μ μκΈ° μμ΄μ΄μ μ λ¨μ΄ 체결λλ ν¬μ€νΈλΆμ, μκΈ° ν¬μ€νΈλΆμ νλ¨μ ꡬμ±λμ΄ ν΄μ λ©΄μ λ°νλ μλΏλΆλ₯Ό ν¬ν¨νλ μ΅μ»€κΈ°κ΅¬λ‘ μ΄λ£¨μ΄μ§ μ μλ€.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.
μκΈ° μ΅μ»€κΈ°κ΅¬μ μλΏλΆμ μΈλ©΄μλ κ·Έ μλ¨μ΄ μλΏλΆμ μλ¨ λ³΄λ€ λμΆλλ λ€μκ°μ λ§κ³‘ κ°λ₯ν κ±Έλ¦ΌνΈλΆκ° ꡬλΉλλ€.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.
μκΈ° μ λμ°κ²°μλ¨μ κ° μλ₯νμ±λλΌμ ꡬλΉλλ μ°κ²°κ³ 리μ μκΈ°μ°κ²°κ³ 리μ μ°κ²°λλ μ°κ²°νν¬λ₯Ό ν¬ν¨νμ¬ μ΄λ£¨μ΄μ§ μ μλ€. The flow connecting means may include a connecting ring provided in each vortex forming drum and a connecting hook connected to the connecting ring.
λν, μκΈ° μλ₯νμ±λλΌμλ ν΄μμ νλ¦μ μ νμ κ°νλ μ νλ§μ΄ ꡬλΉλ μ μλ€.In addition, the vortex forming drum may be provided with a resistive film that applies resistance to the flow of seawater.
μ΄μ κ°μ λ³Έ λ°λͺ μ μνλ©΄, μλ₯νμ±μλ¨μμ νμ±λλ μ©μΉ μλ₯μ μν΄ ν΄μμ νλ¦μΌλ‘ μΈν μλμ§κ° ν‘μλ¨μΌλ‘μ¨ νλ λ±μ μν ν΄μμΉ¨μ, λͺ¨λ μ μ€ λ±μ νΌν΄κ° κ°μλλ€λ μ΄μ μ΄ μλ€.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.
λν, λ³Έ λ°λͺ μ λ°λ₯Έ μμ€μλ₯ μ λμ€λΉλ κ·Έ ꡬμ±μ μ μ λ° μ€μΉκ° μ©μ΄νκΈ° λλ¬Έμ ν΄μμ νν λ° ν΄μμ νλ¦μ λ§μΆμ΄ ν¨μ¨μ μΈ μ¬μ©μ΄ κ°λ₯νλ€λ μ΄μ μ΄ μλ€.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.
λ 1: λ³Έ λ°λͺ μμ€μλ₯ μ λμ€λΉμ ꡬμ±μ λνλΈ μ 체λλ©΄ Figure 1: The overall view showing the configuration of the present invention underwater vortex induction equipment
λ 2: λ³Έ λ°λͺ μμ€μλ₯ μ λμ€λΉμ ꡬμ±μ λνλΈ μΌλΆ νλλλ©΄Figure 2: Part of the enlarged view showing the configuration of the present invention underwater vortex induction equipment
λ 3: λ³Έ λ°λͺ μμ€μλ₯ μ λμ€λΉμ λ€λ₯Έ ꡬμ±μ λνλΈ μ 체λλ©΄Figure 3: The overall view showing another configuration of the present invention underwater vortex induction equipment
λ 4: λ³Έ λ°λͺ μ μμ€μλ₯ μ λμ€λΉμ λ€λ₯Έ ꡬμ±μ λνλΈ μΌλΆ νλλλ©΄Figure 4 is a partially enlarged view showing another configuration of the underwater vortex induction equipment of the present invention
λ 5: λ³Έ λ°λͺ μ μμ΄μ μλ₯νμ±λλΌμ μ νλ§μ΄ ꡬλΉλ ꡬμ±μ λνλΈ λλ©΄5: In the present invention, a diagram showing a configuration in which a resistance film is provided in a vortex forming drum.
λ 6: λ³Έ λ°λͺ μ λ°λ₯Έ μμ€μλ₯ μ λμ€λΉμ μμ©μ λνλΈ λλ©΄(λ°λ₯λ©΄μ΄ λ§ν μλ₯νμ±λλΌ)Figure 6: Figure showing the action of the underwater vortex induction equipment according to the present invention (bottom surface blocked vortex forming drum)
λ 7: λ³Έ λ°λͺ μ λ°λ₯Έ μμ€μλ₯ μ λμ€λΉμ μμ©μ λνλΈ λλ©΄(λ°λ₯λ©΄μ΄ κ°λ°©λ μλ₯νμ±λλΌ)Figure 7: Drawing showing the action of the underwater vortex induction equipment according to the present invention (bottom forming drum with the bottom open)
λ 8: λ³Έ λ°λͺ μ μ μ©λλ μ΅μ»€κΈ°κ΅¬μ μμ©μ λνλΈ λλ©΄ Figure 8: A diagram showing the action of the anchor mechanism applied to the present invention
λ 9: λ³Έ λ°λͺ μ μμ΄μ μλ₯νμ±λλΌμ κ²½μ¬ν μ νλ§μ΄ ꡬλΉλ ꡬμ±μ λνλΈ λλ©΄ Figure 9: In the present invention, a diagram showing a configuration in which a vortex-forming drum is provided with an inclined resistance film.
λ 10: λ³Έ λ°λͺ μ μμ΄μ μνμ λν κ³ μ μλ¨μ΄ μ μ©λ ꡬμ±μ λνλΈ λλ©΄ 10: In the present invention, a diagram showing the configuration to which the vertical flow type fixing means is applied
μ΄ν, λ³Έ λ°λͺ μ μ€μνκΈ° μν ꡬ체μ μΈ λ΄μ©μ 첨λΆλ λ 1λΆν° λ 10κΉμ§λ₯Ό μ°Έμ‘°λ‘ νμ¬ μμΈνκ² μ€λͺ νλ€.Hereinafter, specific details for carrying out the present invention will be described in detail with reference to FIGS. 1 to 10.
λ³Έ λ°λͺ
μ μ€μμμ λ°λ₯Έ μμ€μλ₯ μ λμ€λΉλ, λ 1λΆν° λ 4μ λνλ κ²κ³Ό κ°μ΄ μλ©΄μ΄ κ°λ°©λ ννμ λ΄λΆκ³΅κ°μ΄ κ°μΆμ΄μ§ λ€μκ°μ μλ₯νμ±λλΌ(10)μ΄ μ‘°ν©λμ΄ μΌμ λ©΄μ μ ν΄μ λ©΄μ λΆν¬λλ μλ₯νμ±μλ¨κ³Ό, μκΈ° κ° μλ₯νμ±λλΌ(10)μ μλ‘ μ°κ²°ν¨κ³Ό λμμ κ° μλ₯νμ±λλΌ(10)μ΄ ν΄λ₯μ μν₯μ μν΄ κ°λ³μ μΌλ‘ μΌμ λ²μλ΄μμ μμ§μΌ μ μλλ‘ νλ μ λμ°κ²°μλ¨κ³Ό, μκΈ° μλ₯νμ±μλ¨μ μμΉκ° ν΄μ λ©΄μ λνμ¬ κ³ μ λλλ‘ νλ κ³ μ μλ¨μ ν¬ν¨νμ¬ μ΄λ£¨μ΄μ§λ€. Underwater vortex induction equipment according to an embodiment of the present invention, as shown in Figures 1 to 4, a plurality of
μκΈ° μ λμ°κ²°μλ¨μ λ€μκ°μ μλ₯νμ±λλΌ(10)μ μ°μν΄μ κ΄ν΅νλ μ°κ²°μμ΄μ΄(20)λ₯Ό ν¬ν¨νμ¬ μ΄λ£¨μ΄μ§λλ°, μκΈ° μ°κ²°μμ΄μ΄(20)λ λ‘ν, νΉμ 체μΈκ³Ό κ°μ΄ λμΌν κΈ°λ₯μ κ°λ λ€λ₯Έ ννμ μ λΆμ¬(η·ι¨ζ)λ‘ λ체λ μ μλ€.(λ 1, 2 μ°Έμ‘°)The flow connecting means comprises a connecting
μκΈ° κ³ μ μλ¨μ μκΈ° μμ΄μ΄μ μ λ¨μ΄ κ²°μλλ ν¬μ€νΈλΆ(301)μ, μκΈ° ν¬μ€νΈλΆ(301)μ νλ¨μ ꡬμ±λμ΄ ν΄μ λ©΄μ λ°νλ μλΏννμ μλΏλΆ(302)λ₯Ό ν¬ν¨νλ μ΅μ»€κΈ°κ΅¬(30)λ‘ μ΄λ£¨μ΄μ§λλ°, μκΈ° μλΏλΆ(302)μ μΈλ©΄μλ κ·Έ μλ¨μ΄ μλΏλΆ(302)μ μλ¨ λ³΄λ€ λμΆλλ λ€μκ°μ λ§κ³‘ κ°λ₯ν κ±Έλ¦ΌνΈλΆ(303)κ° κ΅¬λΉλλ€.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
μ¬κΈ°μ, μκΈ° ν¬μ€νΈλΆ(301)μ μλ¨μ κ°κ³ 리 ννλ‘ μ΄λ£¨μ΄μ§μΌλ‘μ¨ μ΄μ 체결λ μμ΄μ΄κ° μ΄νλμ§ μλλ‘ κ΅¬μ±λλ κ²μ΄ λ°λμ§νλ€.Here, the upper end of the
ννΈ, μκΈ° μ λμ°κ²°μλ¨μ κ° μλ₯νμ±λλΌ(10)μ ꡬλΉλλ μ°κ²°κ³ 리(22μ, μκΈ° μ°κ²°κ³ 리(22)μ 체결λλ μ°κ²°νν¬(23)λ₯Ό ν¬ν¨νμ¬ μ΄λ£¨μ΄μ§ μ λ μλ€.(λ 3, 4 μ°Έμ‘°)On the other hand, the flow connecting means may be made of a connecting
μ¬κΈ°μ, μκΈ° μ°κ²°κ³ 리(22)λ μλ₯νμ±λλΌ(10)μ μ νμ’μ°λ©΄μ κ°κ° ꡬλΉλκ³ , μ°κ²°κ³ 리(22)μ μ°κ²°λ μ°κ²°νν¬(23)λ κ·Όμ ν λ€λ₯Έ μλ₯νμ±λλΌ(10)μ μ°κ²°νν¬(23)μ μ°κ²°λ¨μΌλ‘μ¨ λͺ¨λ μλ₯νμ±λλΌ(10)μ΄ μ 체μ μΌλ‘ 체결λλ μ‘°ν©κ΅¬μ‘°λ₯Ό νμ±νκ² λλ€.Here, the connecting
μ΄μ μ μ©λλ κ³ μ μλ¨μ μκΈ° μ°κ²°μμ΄μ΄(20)μ λν κ³ μ μμ©μ ννλ μ΅μ»€κΈ°κ΅¬(30)μ λμΌν κ²μ΄ μ¬μ©λ μ μμΌλ, μ΄μ λ°λ₯Έ κ³ μ λ°©μμ μ°κ²°μμ΄μ΄(20)λ₯Ό κ³ μ νλ λ°©μκ³Όλ λ€λ₯΄κ², κ°κ³ 리 ννλ‘ μ΄λ£¨μ΄μ§ ν¬μ€νΈλΆ(301)μ μλ¨μ΄ μλ₯νμ±λλΌ(10)μ μλ¨μ κ±Έλ¦¬κ³ , μλΏλΆ(302)κ° ν΄μ λ©΄μ λ°νμΌλ‘μ¨ μλ₯νμ±λλΌ(10)μ κ³ μ νκ² λλ€. The fixing means applied to this may be the same as the
μ΄λ, μ΅μ»€κΈ°κ΅¬(30)κ° λͺ¨λ μλ₯νμ±λλΌ(10)μ μ μ©λλ κ²μ΄ μλλΌ, μΌμ ν κ°κ²©μ λκ³ λ°°μΉλμ΄ μΌλΆ μλ₯νμ±λλΌ(10)μλ§ μ μ©λλλ‘ ν¨μΌλ‘μ¨ κ΅¬μ±μμ ν¨μ¨μ λμ΄λ κ²μ΄ λ°λμ§νλ€.At this time, it is preferable that the
κ·Έλ¦¬κ³ , λ 5μ λνλ κ²κ³Ό κ°μ΄ μκΈ° μλ₯νμ±λλΌ(10)μ μλ¨ κ·Έ μλ°©μμμ ν΄μμ νλ¦μ μ νμ κ°νλ μ νλ§(12)μ΄ κ΅¬λΉλ μ μλλ°, μκΈ° μ νλ§(12)μ μλ₯νμ±λλΌ(10)μ μλ¨μ μΌμ λΆλΆμμ μλ°©μΌλ‘ λμΆλ μμ νλ μ΄νΈ ννλ‘ μ΄λ£¨μ΄μ§λ©°, μλ₯νμ±λλΌ(10)κ³Ό λΆλ¦¬κ²°ν© κ°λ₯νκ² κ΅¬μ±λ μ μλ€.And, as shown in Figure 5, the upper end of the
μμ ν λ°μ κ°μ΄ ꡬμ±λ λ³Έ λ°λͺ μ λ°λ₯Έ μμ€μλ₯ μ λμ€λΉμ μμ©μ μ€λͺ νλ©΄ λ€μκ³Ό κ°λ€.When explaining the action of the underwater vortex induction equipment according to the present invention configured as described above are as follows.
μ°μ , λ³Έ λ°λͺ
μ μμ€μλ₯ μ λμ€λΉλ ν΄μμμ κ·Όμ ν ν΄μ λ©΄μ μ€μΉλ¨μΌλ‘μ¨ κ° μλ₯νμ±λλΌ(10)μ μ‘°ν©λ λ©΄μ μ ν΄λΉνλ λΆν¬λ©΄μ μ νμ±νκ² λλ©°, μμμ μΌλ‘ μκΈ° μλ₯νμ±λλΌ(10)μ μ‘°ν©ννλ λ€μκ°μ μλ₯νμ±λλΌ(10)μ΄ κ°λ‘μ΄κ³Ό μΈλ‘μ΄μ μ΄λ£¨λ μ₯λ°©ν(λ 1, λ 3 μ°Έμ‘°) λλ μ€μ¬λΆμμ μ¬λ°©μΌλ‘ λμΌν κ°κ²©μΌλ‘ λ°°μ΄λλ λ°©μ¬ν(λλ©΄ μλ΅) λ±μΌλ‘ μ΄λ£¨μ΄μ§ μ μλ€. 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
λ 6μ λνλ κ²κ³Ό κ°μ΄ λ³Έ λ°λͺ
μ μμ€μλ₯ μ λμ€λΉκ° μ€μΉλ μνμμ, νλ λ±μ μν΄ μλ₯νμ±λλΌ(10)μ μλ°©μμ ν΄μμ μνλ°©ν₯ νλ¦μ΄ λ°μλλ©΄, κ°κ°μ μλ₯νμ±λλΌ(10)μ λ΄λΆκ³΅κ°μ μ μ
λμ΄ μλ ν΄μμμ μλ₯κ° νμ±λμ΄ μ©μΉνκ² λκ³ , μ©μΉνλ μλ₯μ μν΄μ μνλ°©ν₯μ ν΄μμ νλ¦μ΄ μ°¨λ¨λμ΄ μνλλ€.6, when the underwater vortex induction facility of the present invention is installed, when a horizontal flow of seawater occurs above the
μ¦, κ°κ°μ μλ₯νμ±λλΌ(10)μμ νμ±λ μ©μΉ μλ₯λ μ 체μ μΌλ‘ μ‘°ν©λμ΄ ν΄μμ νλ¦μ μννκ³ ν΄μμ νλ¦μ μν μλμ§λ₯Ό ν‘μνλ μΌμ’
μ μλμ§ ν‘μλ§ μν μ νκ² λλ©°, ν΄μμ νλ¦μ΄ μνλλ©΄ κ²°κ³Όμ μΌλ‘ νλμ κ°λ λν μ½νλ¨μΌλ‘μ¨ νλμ μν νΌν΄κ° κ°μλλ κ²μ΄λ€.That is, the molten vortices formed in each
κ·Έλ¦¬κ³ , λ³Έ λ°λͺ μ μνλ©΄ λ 7μ λνλ κ²κ³Ό κ°μ΄ μλ₯νμ±μλ¨μΌλ‘μ λ°λ₯λ©΄μ΄ κ°λ°©λ ννμ μ΄λ₯Έλ° κ°λ°©ν μλ₯νμ±λλΌ(10')μ΄ μ μ©λ μ μλλ°, κ°λ°©ν μλ₯νμ±λλΌ(10')μ μνλ©΄ κ·Έ μλμ ν΄μ ν μ¬κ° μ©μΉλλ μλ₯μ μν΄ ν‘μ λμ΄ μ¬λΌμμ ν΄μμ νλ¦μ λ°λΌ ν΄μμΌλ‘ μ΄λνκ² λ¨μΌλ‘μ¨ ν΄μμ λͺ¨λ μΉ¨μνμμ΄ μνλλ μμ© λν μ»μ μ μκ² λλ€. 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.
λν, λ³Έ λ°λͺ
μ μμ΄μ, μλ₯νμ±λλΌ(10)μ μ νλ§(12)μ΄ κ΅¬λΉλ κ²½μ°μλ μ΄μ μν΄ ν΄μμ νλ¦μ μ νμ΄ κ°ν΄μ§κΈ° λλ¬Έμ μ©μΉλλ μλ₯κ³Ό λλΆμ΄ ν΄μμ νλ¦μ μν μλμ§κ° λμ± κ°μλλ€. In addition, in the present invention, when the
μ νλ§(12)μ΄ μλ₯νμ±λλΌ(10)κ³Ό λΆλ¦¬κ²°ν© κ°λ₯νκ² κ΅¬μ±λ κ²½μ°μλ ν΄λΉ μ§μμ ν΄μμ νλ¦κ³Ό κ°μ μ€μΉ 쑰건μ λ°λΌ μ νλ§(12)μ μ νμ μΌλ‘ ꡬλΉν μ μκ² λλ€.When the
μ΄μ΄μ, λ³Έ λ°λͺ
μ μμ΄μ, κ°κ°μ μλ₯νμ±λλΌ(10)μ΄ μ λμ°κ²°μλ¨μ μν΄ μ°κ²°λ¨μΌλ‘μ¨ κ°λ³μ μΌλ‘ μΌμ λ²μλ΄μμ μμ§μΌ μ μλλ‘ κ΅¬μ±λ νΉμ§μ λνμ¬ μ€λͺ
νλ©΄ λ€μκ³Ό κ°λ€.Next, in the present invention, each
μ°μ , ν΄μ λ©΄μ μ‘μ§μ μ§νμ²λΌ μΌμ ν ννλ₯Ό μ μ§νλ κ²μ΄ μλλΌ, ν΄μμ νλ¦μ μν΄ ν μ¬κ° λΆμ λμ΄ μ λλκΈ° λλ¬Έμ, κ·Έ μ§νμ΄ μ‘°κΈμ© λ³ννκ² λλ―λ‘, λ³Έ λ°λͺ μ λ°λ₯Έ μμ€μλ₯ μ λμ€λΉκ° μμ λ μ€μΉμνλ₯Ό μ μ§νκΈ° μν΄μλ λ³ννλ ν΄μ λ©΄μ μ§νμ λ§μΆμ΄ μ μ°νκ² λμλ νμμ±μ΄ μλ€. 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.
μ΄μ λ°λΌ, μ λμ°κ²°μλ¨μ΄ κ°κ°μ μλ₯νμ±λλΌ(10)μ κ΄ν΅νλ μ°κ²°μμ΄μ΄(20)μ κ°μ μ λΆμ¬λ‘ μ΄λ£¨μ΄μ§λ κ²½μ°μλ μ°κ²°μμ΄μ΄(20)μ μ μ°μ λμ ν΄λΉνλ λ§νΌ, κ°κ°μ μλ₯νμ±λλΌ(10)μ μν μμΉκ° λ¬λΌμ§ μ μκΈ° λλ¬Έμ ν΄μ λ©΄μ κ³ μ λ³νμ λμνκ² λλ κ²μ΄λ€.Accordingly, when the flow connecting means is made of a line member such as a connecting
μ λμ°κ²°μλ¨μ΄ μ°κ²°νν¬(23)λ‘ μ΄λ£¨μ΄μ§λ κ²½μ°μλ μλ‘ μ²΄κ²°λ μ°κ²°νν¬(23)κ° μΌμ λ²μ λ΄μμ μμ νλλ μ μκΈ° λλ¬Έμ μ°κ²°νν¬(23)κ° μμ νλλλ λ²μλ΄μμ μλ₯νμ±λλΌ(10)μ μν μμΉκ° λ¬λΌμ§μΌλ‘μ¨ ν΄μ λ©΄μ κ³ μ λ³νμ λμνκ² λλ κ²μ΄λ€.When the flow connecting means is made of the connecting
ννΈ, λ³Έ λ°λͺ μ μμ€μλ₯ μ λμ€λΉλ μ μ ν λ°μ κ°μ΄ νλ λ±μ μν΄ μ λ°λλ ν΄μμ μλμ§λ₯Ό ν‘μνκΈ° μν κ²μ΄κΈ° λλ¬Έμ λΆν¬λ©΄μ μ΄ λκ² κ΅¬μ±λλλ‘ κ·Έ ν¨κ³Όλ λμμ§λ€κ³ λ³Ό μ μμ§λ§, νμ€μ μΌλ‘ λΆν¬λ©΄μ μ 무νμ λκ² ν μλ μκΈ° λλ¬Έμ μ€μΉλλ ν΄μμ μ΄λ ν΄μμ νΉμ± λ±μ κ°μνμ¬ μ΅μ μ λΆν¬λ©΄μ κ³Ό μ€μΉμμΉλ₯Ό μ μ νλ κ²μ΄ μ€μνλ€κ³ λ³Ό μ μλ€. 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°λΌμ, μμ ν λ°μ κ°μ΄ μλ₯νμ±λλΌ(10)μ κ°λ³μ μΈ μμΉλ³νκ° κ°λ₯ν λ‘ ν¨μΌλ‘μ¨ ν΄μ λ©΄μ μ§νλ³νμλ μ μ°νκ² λμλλλ‘ νλ κ²μ΄ λ°λμ§νμ§λ§, μ 체μ μΈ λΆν¬μμΉκ° λ¬λΌμ Έμλ μλν λ§νΌμ μλμ§ ν‘μν¨κ³Όλ₯Ό μ»μ μ μκΈ° λλ¬Έμ μμ€μλ₯ μ λμ€λΉμ μμΉλ μμ μ μΌλ‘ κ³ μ λμ΄μΌ νλ€.Therefore, as described above, it is preferable to allow the individual position change of the
κ·Έλ¦¬κ³ , μ΄λ¬ν μμΉμ μμ μ±μ μν κ³ μ μλ¨μΌλ‘μ μκΈ° μ΅μ»€κΈ°κ΅¬κ° μ¬μ©λκ³ μλ λ°, μ΄μ μμ©μ λ€μκ³Ό κ°λ€.And, the anchor mechanism is used as a fixing means for the stability of this position, its action is as follows.
μκΈ° μ΅μ»€κΈ°κ΅¬(30)λ ν¬μ€νΈλΆ(301)μ νλ¨μ ꡬμ±λ μλΏννμ μλΏλΆ(302)κ° ν΄μ λ©΄μ λ°νλλ‘ μ€μΉλλλ°, μ΄μ κ°μ μνμμ, ν΄μμ νλ¦ λ±μ μν μν₯μΌλ‘ μλΏλΆ(302)λ₯Ό μλ°©μΌλ‘ μ΄λλ μμ©μ΄ λ°μνκ² λλ©΄, κ±Έλ¦ΌνΈλΆ(303)κ° μ£Όλ³μ ν΄μ ν μ¬μ κ°μλμ΄ κ΅¬λΆλ¬μ§μΌλ‘μ¨ λ°©μ¬μμΌλ‘ νΌμ³μ§κ² λλ€.The
μ΄λ μκΈ° κ±Έλ¦ΌνΈλΆ(303)κ° νΌμ³μ§μλ‘ κ±Έλ¦ΌνΈλΆ(303)μ μ£Όλ³μ ν΄μ ν μ¬μμ κ°μμ λλ λμ± κ°ν΄μ§κ² λκ³ , κ²°κ³Όμ μΌλ‘ μ΅μ»€κΈ°κ΅¬(30)κ° ν΄μ λ©΄μμ μ΄νλλ κ²μ΄ μ΅μ λ¨μΌλ‘μ¨ κ°λ ₯ν κ³ μ μμ©μ΄ μ΄λ£¨μ΄μ§κ² λλ€.(λ 8 μ°Έμ‘°) At this time, as the
ννΈ, λ 9μ λνλ κ²κ³Ό κ°μ΄ μκΈ° μλ₯νμ±λλΌ(10)μ μλ¨μλ ν΄μμ νλ¦λ°©ν₯μΌλ‘ κΈ°μΈμ΄μ§ μ΄λ₯Έλ° κ²½μ¬ν μ νλ§(12')μ΄ κ΅¬λΉλ μ μμΌλ©°, μκΈ° κ²½μ¬ν μ νλ§(12') μμ μ νλ§(12)κ³Ό λ§μ°¬κ°μ§λ‘ μλ₯νμ±λλΌ(10)κ³Ό λΆλ¦¬κ²°ν© κ°λ₯νκ² κ΅¬μ±λ μ μλ€.On the other hand, as shown in Figure 9, the upper end of the
μκΈ° μλ₯νμ±λλΌ(10)μ κ²½μ¬ν μ νλ§(12')μ΄ κ΅¬λΉλ κ²½μ°μλ ν΄μμ νλ¦μ λν μ ν μμ©μ΄ λ³΄λ€ μ μ°νκ² μ΄λ£¨μ΄μ§λ€.When the inclined resistance film 12' is provided in the
λν, λ³Έ λ°λͺ
μ λ°λ₯΄λ©΄, μ΄λ₯Έλ° μνμ λν κ³ μ μλ¨μ΄ μ μ©λ μ μλλ°, μ΄λ λ 10μ λνλ κ²κ³Ό κ°μ΄ μλ₯νμ±λλΌ(10)μ ν΅κ³Όνμ¬ ν΄μ μ λ°νλ μ΅μ»€νμΌ(40)κ³Ό, μκΈ° μλ₯νμ±λλΌ(10)μ μ€μ¬λΆμ λ°°μΉλλ©°, μκΈ° μ΅μ»€νμΌ(40)μ μν μ΄λ κ°λ₯νκ² μ§μ§νλ νλ(42)μ, μκΈ° νλ(42)κ° μλ₯νμ±λλΌ(10)μ κ³ μ λλλ‘ νλ κ³ μ μμ(44)μ ν¬ν¨νμ¬ μ΄λ£¨μ΄μ§ μ μλ€. 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
μ¬κΈ°μ, μκΈ° νλ(42)λ μ΅μ»€νμΌ(40)μ΄ κ΄ν΅νλ μν΅νμΌλ‘ μ΄λ£¨μ΄μ§ μ μμΌλ©°, μκΈ° μ΅μ»€νμΌ(40)μ μλ¨μλ νλ(42)κ° μ΅μ»€νμΌ(40)λ‘λΆν° μ΄νλμ§ μλλ‘ νλ μ΄νλ°©μ§λ§(401)μ΄ κ΅¬λΉλλ κ²μ΄ λ°λμ§νλ€.Here, the
μ΄λ¬ν μνμ λν κ³ μ μλ¨μ μνλ©΄, μκΈ° μ΅μ»€νμΌ(40)μ λ°λΌ νλ(42)κ° μνλ‘ μμ§μΌ μ μκΈ° λλ¬Έμ κ²°κ³Όμ μΌλ‘ μλ₯νμ±λλΌ(10) λν μνλ‘ μμ§μΌ μ μκ² λ¨μΌλ‘μ¨ ν΄μ λ©΄μ μ§νλ³νλ ν΄μμ νλ¦μ λν μλ₯νμ±λλΌ(10)μ μμΉλμμ΄ λ³΄λ€ μ μ°ν΄μ§κ² λλ€. According to the vertical flow type fixing means, the
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| 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)νκ΅ν΄μκ³ΌνκΈ°μ | 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 ν¬μμλ | Conservation system of sand beach shore |
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| KR20120005503U (en) * | 2011-01-21 | 2012-07-31 | μ μ±μ½ν¬λ¦¬νΈ(μ£Ό) | Scour Protection Block |
| KR101513681B1 (en) * | 2013-11-27 | 2015-04-23 | νκ΅κ±΄μ€κΈ°μ μ°κ΅¬μ | anchor unit for slope supporter |
| KR101718903B1 (en) * | 2014-10-10 | 2017-03-22 | μ£Όμνμ¬ λ¬΄μΌμ½ν¬λ¦¬νΈ | Revetment block for scour prevention |
| KR101958906B1 (en) * | 2016-04-01 | 2019-03-18 | μ£Όμνμ¬ νμ€μ | sand catching unit |
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2019
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| 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)νκ΅ν΄μκ³ΌνκΈ°μ | 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 ν¬μμλ | Conservation system of sand beach shore |
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