KR101018657B1 - Nursery apparatus for impounding fishes - Google Patents

Abstract

PURPOSE: Various types marine cage farms are provided to facilitate construction thereof in a form suitable for construction environment or condition. CONSTITUTION: Various types marine cage farms comprise: two base portions(10) which are built from the bottom of the sea and are arranged at an interval from each other; a sea-surface wind power generation facility(20) which is installed on the top of one or both of the two base portions; a mesh part(30A) which connects two base portions to each other; and a cage cultivation space which is formed by the two base portions and mesh part.

Description

NURSERY APPARATUS FOR IMPOUNDING FISHES}

The present invention relates to a cage farm that can be designed and constructed in a suitable form according to the construction environment or conditions by enabling to implement a variety of cage cages using offshore wind power facilities for producing electricity using sea wind.

As a technique for cage farming using offshore wind power facilities,

Korean Patent Registration No. 10-0984840 (registered on September 27, 2010, hereinafter referred to as 'advanced technology') `` A cage farm using offshore wind power facilities '' has been filed and registered by the applicant.

The prior art is constructed from the sea floor to the sea and n base parts (n is an integer greater than or equal to 3) arranged to form an n-square (n is an integer greater than or equal to 3), offshore wind power generation facilities built on top of some or all of the base parts, the adjacent base parts It is a technology consisting of a road portion constructed in the form of interconnecting, the cage form space portion formed by each of the base portion and the road portion, and a mesh portion installed on the road portion above the highest sea level height .

According to the prior art, the shape of the cage-shaped space portion and the n-angle are limited by the base portion constituting the n-square and the road portion connecting them, and the construction cost and the air are increased by connecting each foundation portion to the road portion. It takes a lot, and there is a limit in designing and constructing cages in cages suitable for the construction environment and conditions.

Applicant has developed a cage farm, which is more useful than the prior art, economical, and can be designed in various forms.

In order to solve the above problems

The cage farms of various forms using offshore wind power facilities according to the first embodiment of the present invention,

Two foundations constructed from the sea floor to the sea and arranged spaced apart from each other;

An offshore wind power plant built on top of one or both of the two foundations;

A mesh portion interconnecting the two foundation portions and forming a circular or non-circular shape when viewed in a plane; And

A cage form space portion formed by the two foundation portions and the mesh portion;

It is made, including.

According to the second embodiment of the present invention, various forms of cage farms using offshore wind power facilities,

Two foundations constructed from the sea floor to the sea and arranged spaced apart from each other;

An offshore wind power plant built on top of one or both of the two foundations;

A road part constructed in a form of interconnecting the two foundation parts, the road part being circular or non-circular when viewed in a plan view; And

A cage culture space formed by the two foundation portions and the road portion;

It is made, including.

According to the third embodiment of the present invention, various forms of cage farms using offshore wind power facilities,

Two foundations constructed from the sea floor to the sea and arranged spaced apart from each other;

An offshore wind power plant built on top of one or both of the two foundations;

A road part constructed to interconnect the two foundation parts;

A mesh part interconnecting the two foundation parts in a form enclosing one side or the other side or both sides of the road part; And

A cage culture space formed by the two foundation portions, the road portion and the mesh portion;

It is made, including.

According to the fourth embodiment of the present invention, various forms of cage farms using offshore wind power facilities are provided.

N base parts constructed from the sea floor to the sea, and arranged to form an n-square (n is an integer of 3 or more);

An offshore wind power generation unit built on top of some or all of the foundation units;

A mesh portion that interconnects the adjacent foundation portions and forms a circular or non-circular shape when viewed in a plane; And

A cage form space portion formed by each of the base portion and the mesh portion;

It is made, including.

According to the fifth embodiment of the present invention, various forms of cage farms using offshore wind power facilities,

N base parts constructed from the sea floor to the sea, and arranged to form an n-square (n is an integer of 3 or more);

An offshore wind power generation unit built on top of some or all of the foundation units;

A road part constructed in a form of interconnecting the adjacent base parts, the road part being circular or non-circular when viewed in a plane; And

A cage culture space portion formed by each of the base portion and the road portion;

It is made, including.

According to the sixth embodiment of the present invention, various forms of cage farms using offshore wind power facilities,

N base parts constructed from the sea floor to the sea, and arranged to form an n-square (n is an integer of 3 or more);

An offshore wind power generation unit built on top of some or all of the foundation units;

A road part constructed to interconnect some of the adjacent base parts;

A mesh portion interconnecting the remaining portions of the adjacent base portions; And

A cage form space portion formed by each of the base portion, the road portion, and the mesh portion;

It is made, including.

On the other hand, various forms of cage farms using offshore wind power facilities according to the first to sixth embodiments of the present invention,

At least one of the foundations may be connected to the shore by a relay road.

On the other hand, various forms of cage farms using offshore wind power facilities according to the second, third, fifth and sixth embodiment of the present invention,

The road portion is characterized in that connected to the coast by a relay road.

On the other hand, various forms of cage farms using offshore wind power facilities according to the second and fifth embodiments of the present invention,

The road portion is provided with an external seawater suction pump and an internal seawater discharge pump,

The cage culture space portion is characterized in that a ditch wall for inducing the flow of the internal seawater by the suction and discharge pumps is provided.

The cage farms of various forms using offshore wind power facilities according to the present invention,

There is an effect of providing a cage farm that can form a variety of cage culture space.

In other words, it is possible to design and construct caged farms suitable for the construction environment or conditions, and thus, it is effective to provide caged farms that are economical, have a wider range of application, and shorten the air compared to the prior art.

In addition, there is an effect of providing a passage function with the land through the relay road interconnecting each base or road, or both and the coast.

In addition, in the cage farm where the boundary to form the cage culture section is composed of the road section, the pumps for the inflow and discharge of seawater and the distillation walls for inducing the flow of seawater are provided to enable seawater circulation between the cage culture zone and the outside. There is.

1 is a side configuration diagram showing a cage farm of the first embodiment according to the present invention,
2 to 5 is a plan view showing a cage farm of the first embodiment according to the present invention,
Figure 6 is a side configuration diagram showing the cage farm of the second embodiment according to the present invention,
7 and 8 is a plan view showing a cage farm of the second embodiment according to the present invention,
9 and 10 are a plan view showing a cage farm of a third embodiment according to the present invention,
11 and 12 are a plan configuration diagram showing the cage farm of the fourth embodiment according to the present invention,
13 and 14 is a plan view showing the cage farm of the fifth embodiment according to the present invention,
15 and 16 is a plan view showing a cage farm of a sixth embodiment according to the present invention;
17 and 18 is a plan view showing the construction of a relay road for connecting the base portion and the coast in the cage farm according to the present invention,
19 is a plan view showing the construction of a relay road for connecting the road part and the coast in the cage farm according to the present invention,
20 is a plan view showing that two pumps and a ditch wall are constructed in a cage farm according to the present invention;
Figure 21 is a side cross-sectional view showing the configuration of the foundation part in cage farm according to the present invention,
22 to 24 show a modification of the base portion in the cage farm according to the present invention, a block diagram showing the bottom block, middle block, top block in order,
25 to 27 is a cross-sectional configuration of the state of use for the modified example of the foundation in the cage cage according to the present invention,
Figure 28 is a side cross-sectional view showing a road in cage cages according to the present invention,
Figure 29 is a three-dimensional block diagram showing the underground line portion of the road portion in cage farm according to the present invention.

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

Prior to the description, in Figs. 22 to 24, each [a] is a plan configuration diagram of the block, each [b] is a side configuration diagram of the block, and each [c] is a three-dimensional configuration diagram of the block.

As shown in Figures 1 to 29, various forms of cage farms using offshore wind power facilities according to the present invention can be implemented in various ways,

First Implementation  The cage farm

As shown in FIGS. 1 to 5,

It is largely composed of two foundation portion 10, offshore wind power generation facility portion 20, mesh portion (30A) and the cage culture space portion (40).

The two foundations 10

As shown in FIG. 21,

Constructed from the sea floor to the sea, arranged to be spaced apart from each other,

A first base 11 constructed by a buried material from a sea floor to a minimum sea level H1,

Steel pipe pile portion 12 that is driven into the ground in the first base 11,

Discarded concrete portion 13, the construction on the steel pipe pile portion 12,

The second base 14 is constructed by the buried material higher than the highest sea level height (H2) on the upper portion of the first base 11 corresponding to the discarded concrete portion 13,

Steel part 15 is installed on the discarded concrete portion 13,

Foundation concrete portion 16, which is poured into the steel portion 15, but is cured to form the upper surface of the same or close to the second base 14,

A coating unit 17 having a coating material installed around the first and second bases 11 and 14, and

Pavement unit 18 is constructed by concrete pouring on the second base (14)

It is made, including.

At this time, the 'minimum sea level height' means when the sea level is the minimum height due to the difference between tides,

The above 'maximum sea level height' is also meant to include when the sea level is the highest height due to the difference between tides.

And the offshore wind power generation unit 20 is built on the base concrete portion 16.

On the other hand, as another modification to the two foundations 10,

The two foundations 10

It is composed of a bottom block 100, a middle block 200 and a top block 300.

The bottom block 100 is

As shown in FIG. 22,

To be placed on the sea floor,

Female or male fitting portion 101 formed in the upper portion, and

Final insert 102 formed through the top and bottom

It is made, including.

The bottom block 100 serves as a base (base framework) that is first placed on the seabed,

By forming the seawater channel 103 formed in the lower side on each side slope (four sides), the seawater has a flow structure that can naturally flow in and out.

In addition, the upper opening 104 penetrating downward from the upper center region to be connected to the seawater flow passage 103 is formed, so that the unit area that the hydraulic pressure acts on the upper opening 104 is non-formed. Can be reduced.

And the fitting portion 101 has a protruding male structure,

In addition, the fitting portion 101 is arranged in four places radially from the upper center.

And the final insertion portion 102 is arranged radially at four places in the upper center, it is arranged between the fitting portion 101 arranged at the four places.

The middle block 200 is

As shown in FIG. 23,

One or more stacked on the bottom block 100,

Corresponding fitting portion 201 formed at the bottom to be male and female coupling portion 101 of the bottom block 100,

An intermediate insertion portion 202 formed to penetrate up and down to correspond to the final insertion portion 102 of the bottom block 100, and

Female or male fittings 203 formed on the upper portion

It is made, including.

The middle block 200 has a constant up and down height, and a plurality of the middle blocks 200 are stacked on top of the bottom block 100, and the top blocks 300 are stacked by a corresponding number so that the top block 300 can be positioned in the water phase. .

For example, when the water depth is 52m, the top and bottom height of the bottom block 100 is 5m, the top and bottom height of the middle block 200 is 15m, the top and bottom height of the top block 300 is 5m,

[Bottom Block-Middle Block-Middle Block-Middle Block-Top Block] When stacked in order, the total height of the top and bottom is 5 + 15 + 15 + 15 + 5 = 55m, so that the top block 300 is stacked to locate the sea. The number of the middle blocks 200 is three.

And the corresponding fitting portion 201 has a concave-type female (위하여) structure to be male and female and the fitting portion 101.

The intermediate inserting portion 202 is formed to be connected to the final inserting portion 102 of the bottom block 100 in a state in which the middle block 200 is stacked on the bottom block 100.

And the fitting hole 203 has a protruding number (雄) structure,

In addition, the fitting hole 203 has the same function as the fitting portion 101 of the bottom block 100 (function for coupling of each block stacked up and down), arranged in four places radially from the upper center do.

In this case, the fitting hole 203 may be arranged at the same position as the fitting portion 101 forming position of the bottom block 100, may be arranged in a non-identical position,

In order to reduce cost and ease of use in manufacturing, it is preferable that the bottom block 100 is arranged at the same position as the position where the fitting portion 101 is formed.

In addition, the middle block 200 has seawater flow passages 204 formed on the side slopes, so that the inflow and outflow of seawater can be naturally performed. At this time, the lower opening 207 may be further formed in communication with the seawater flow passage 204 in the lower portion besides the side slopes.

In addition, the middle block 200 penetrates up and down the center to form a vertical opening 205 connected to the seawater channel 204, thereby reducing a unit area in which hydraulic pressure acts.

In addition, the middle block 200 may be provided with a truss member 206 for reinforcement on the upper side of the upper and lower openings 205 in an 'X' shape or a lattice shape.

The top block 300 is

As shown in FIG. 24,

To be stacked on the middle block 200 stacked on the top of the middle block is located on the sea (sea),

Corresponding fitting holes 301 formed at the bottom to be male and female and fitting holes 203 of the middle block 200, and

Initial insertion portion 302 formed to penetrate up and down to correspond to the intermediate insertion portion 202 of the middle block 200.

It is made, including.

The offshore wind power generation unit 20 is installed on the top block 300.

In addition, the corresponding fitting hole 301 has a concave-type female structure so as to be male and female and the fitting hole 203 of the middle block 200.

The first insertion unit 302 is connected to the middle insertion unit 202 of the middle blocks 200 in a state in which the top block 300 is stacked on the middle block 200 arranged at the top. Is formed.

And the top block 300, as shown in [C] of FIG. 24, by forming the seawater flow path 303 of the open side to the lower side on each of the two sides, that is, the two facing sides, the inflow and outflow of seawater This is to induce naturally.

And the support member 304 is provided in the form of a lattice in the center of the upper side of the top block 300, the plate 305 is seated and fixed to the upper support member 304, the offshore wind power on the plate 305 The power generation unit 20 will be installed.

On the other hand, each block (100, 200, 300) is preferably made of concrete or steel.

On the other hand, in order to ensure a firm coupling of each block (100, 200, 300)

As an example, as shown in FIG. 25, the supporter 400 that is driven into the seabed through the initial insertion unit 302, the intermediate insertion unit 202, and the final insertion unit 102 of each block 100, 200, and 300 is provided. It is provided. In this case, the supporter 400 may be one selected from a PHC pile (PRETENSIONED SPUN HIGH STRENGTH CONCRETE PILES), a steel pipe pile, an H-pile, a steel bar, and rebar.

As another example, as shown in FIG. 26, the first inserting portion 302, the intermediate inserting portion 202, and the last inserting portion 102 of the blocks 100, 200, and 300 in the state where the supporter 400 is embedded in the ground. The concrete can be cast and cured by the gap between the supporter 400 inserted therein.

As another example, as shown in FIG. 27, only concrete may be poured into the initial inserting portion 302, the intermediate inserting portion 202, and the final inserting portion 102 of each block 100, 200, and 300.

The offshore wind power generation unit 20

In general, it is made to convert the kinetic energy of the wind into mechanical energy by the rotary blades to produce electricity.

It stands on top of some or all of said base parts 10.

Eventually, each of the foundations 10 may be built on each or only part of it.

On the other hand, the offshore wind power generation unit 20 is a facility that is generated by the sea breeze generated in the sea, because the strength of the sea breeze may not be appropriate power production,

The other power generation unit 21 may be further provided in some or all of the foundation 10,

The other power generation unit 21 may be solar power generation or solar power generation.

The above-mentioned solar power generation uses a mirror-like device to collect light to generate high heat, which heats water or oil and turns the turbine of the generator to the pressure of steam generated at that time. Heating turbines by heating water or oil is similar to thermal power plants. The previous process, collecting light, is the key to solar power.

And the above-mentioned photovoltaic power generation does not collect heat but converts light directly into electric current. No generator is needed. Instead, solar cells, semiconductors made of silicon, are needed. This solar cell converts light into electrical current.

The mesh portion 30A

By connecting each of the base portion 10, and when viewed in a plane to form a circular or non-circular,

Each base 10 has a left and right length enough to interconnect with each other, and has a normal net 31 having a vertical length from the sea floor to the sea (including a position higher than the highest sea level).

Although not shown in the drawing, both ends of the mesh 31 are installed in the props which are set up soaked in each foundation 10, and the middle portion of the mesh 31 is also provided. It can be installed in a separate post built in the seabed.

And when the mesh portion 30A installed is viewed from the plane

As shown in Figure 2, or

As shown in Figure 3, to form a non-circular oval,

As shown in Figure 4, to form a non-circular half moon,

As in FIG. 5, a non-circular rectangle may be formed.

In the case of a round or oval can be implemented by connecting the net 31 to a separate prop built in the seabed,

Two vertices facing each other will correspond to the two foundations 10, and the other two vertices facing each other will correspond to separate struts embedded in the seabed, and the net 31 will cover each vertex. Forms can be realized by interconnecting them in a straight line.

In addition to the illustrated quadrangular, triangular, pentagonal and hexagonal may be variously implemented.

The cage culture space 40 is

Is formed by the two base portion 10 and the mesh portion 30A,

It is filled with seawater and used as a space for farming to grow naturally after radiating various fish.

On the other hand, the cage culture space portion 40 is possible to fish and shellfish culture,

When farming fish, it is preferable that the water depth is about 10-20 m,

In the case of farming shellfish, if the depth is too deep, it is difficult to collect, so the depth is preferably about 1 ~ 1.5m.

2nd Implementation  The cage farm

As shown in Figures 6 to 8,

It is largely composed of two foundation portions 10, offshore wind power generation facility portion 20, road portion 30B and the cage culture space portion 40.

The cage farm of the second embodiment is configured to replace the mesh portion 30A with the road portion 30B in the cage farm of the first embodiment,

The road part 30B

As shown in FIG. 28,

Constructed in the form of interconnecting the two base portion 10, and when viewed in a plane to form a circular or non-circular,

Road bases 32 constructed by landfill from seabed to sea level, including locations above the highest sea level,

An underground line part 33 buried in the road base 32 for connecting the offshore wind power generation facility part 20 to an onshore KEPCO line;

Road covering part 34 is installed along the circumference of the road base 32, and

Road paving part 35 constructed by concrete pouring on the road base 32

It is made, including.

Meanwhile, as shown in FIG. 29, the underground line part 33

A plurality of manholes 331 installed at predetermined intervals in the longitudinal direction of the road part 30B in the road part 30B,

A buried pipe 332 installed between adjacent manholes 331 and having underground wire pipes 332a embedded therein, and

Cable 333 is installed into the underground conduit tube 332a

Is done.

At this time, the buried pipe 332 is made of concrete,

The underground wire pipe 332a of the buried pipe 332 is easy to bend, efficient, and freely bent, so it is easy to bypass construction of obstacles, and the unit length is long and light, so that the construction is simple, and is very light, and transportation and laying work It is preferable that it is a corrugated rigid polyethylene underground wire tube, also known as 'ELP tube', which is easy, particularly pressure-resistant, and excellent in durability.

A water-expandable rubber index member 332b is provided on a connection surface of the buried pipe 332, that is, a surface on which two adjacent buried pipes 332 are in contact with each other.

The water-expandable rubber index 332b is made of a special elastic rubber as well as a primary index due to rubber elasticity, and when it comes into contact with water, has a function of expanding magnetic volume, thereby completely filling and filling the space. It prevents the inflow of seawater into the connection surface of the two adjacent landfill pipe 332.

The buried pipe 332 of such a configuration is to place the underground wire pipe 332a in a predetermined frame to cure concrete, and to manufacture the precast to a certain standard, and then transported to the site to be used (installed).

In the cage farm of the second embodiment having the above configuration, the cage farming space portion 40 is formed by the two foundation portions 10 and the road portion 30B.

The cage farm of the third embodiment

As shown in FIGS. 9 and 10,

Two foundations 10, which are constructed from the sea floor to the sea and arranged to be spaced apart from each other,

Offshore wind power generation unit 20, which is built on top of one or all of the two foundation (10),

Road portion 30B is constructed in the form of interconnecting the two base portion 10,

Mesh portion 30A interconnecting the two foundation portions 10 in a form enclosing one side or the other side or both sides of the road portion 30B, and

The cage form space portion 40 formed by the two foundation portions 10, the road portion 30B, and the mesh portion 30A.

It is made, including.

The mesh portion 30A according to the third embodiment is installed in a form (eg, half moon type) surrounding one side of the road portion 30B, as shown in FIG. 9,

Or installed in the form of enclosing the other side of the road (30B) (for example, half moon type),

Alternatively, as shown in Figure 10, it may be installed in a form (for example round or oval) surrounding both sides of the road portion (30B).

In addition, the mesh portion 30A may be connected to a post embedded in a separate seabed underground to be implemented in various forms.

Fourth Implementation  The cage farm

As shown in FIGS. 11 and 12,

N base parts 10 constructed from the sea floor to the sea and arranged to form an n-square (n is an integer of 3 or more),

Offshore wind power generation unit 20, which is built on top of some or all of the base portion 10,

Interconnecting the adjacent base portions 10, the mesh portion 30A which is circular or non-circular when viewed in plan, and

The cage form space portion 40 formed by the base portion 10 and the mesh portion 30A.

It is made, including.

In this case, as shown in FIG. 11, the mesh portion 30A connects each of the foundation portions 10 in a curved form, so that the cage form space portion 40 may be realized in a circular or non-circular elliptical shape.

Alternatively, as shown in FIG. 12, the mesh portion 30A connects each of the foundation portions 10 in a straight line shape, and thus, the cage form space portion 40 may be non-circularly n-shaped.

The cage farm of the fifth embodiment

As shown in FIG. 13 and FIG. 14,

N base parts 10 constructed from the sea floor to the sea and arranged to form an n-square (n is an integer of 3 or more),

Offshore wind power generation unit 20, which is built on top of some or all of the base portion 10,

Constructed in the form of interconnecting the adjacent base portion 10, the road portion 30B that forms a circular or non-circular when viewed in a plane, and

The cage culture space part 40 formed by each said base part 10 and the said road part 30B.

It is made, including.

At this time, as shown in Figure 13, the road portion 30B by connecting each of the base portion 10 in a curved form, it is possible to eventually implement the shape of the cage form space portion 40 in a circular or non-circular elliptical shape,

Alternatively, as shown in FIG. 14, the road portions 30B connect the foundation portions 10 in a straight line shape, and thus, the cage form space portion 40 may be implemented in a non-circular n-shape.

6th Implementation  The cage farm

As shown in FIG. 15 and FIG. 16,

N base parts 10 constructed from the sea floor to the sea and arranged to form an n-square (n is an integer of 3 or more),

Offshore wind power generation unit 20, which is built on top of some or all of the base portion 10,

Road portion 30B is constructed in the form of interconnecting some of the adjacent base portion 10,

Mesh portion 30A for interconnecting the remaining portion of the adjacent base portion 10, and

Frame form space portion 40 formed by each of the base portion 10, the road portion 30B and the mesh portion 30A.

It is made, including.

In the cage farm of the sixth embodiment, the road portion 30B and the mesh portion 30A connect the respective foundation portions 10 in a curved or straight line shape, thereby eventually connecting the cage form space portion 40 to a circular or non-circular shape. It can be implemented in the form.

On the other hand, in the cage farm of the first to sixth embodiment according to the present invention

As shown in FIG. 17 and FIG. 18,

One or more of each foundation 10 is connected to the shore by a relay road 50.

The relay road 50 may be configured in the same way as the road portion 30B.

The relay road 50 connects one or more of the foundations 10 and the shore to each other, and allows traffic such as a vehicle to serve as a passage with the shore (land).

On the other hand, in cage cages of the second, third, fifth and sixth embodiment of the present invention

As shown in FIG. 19,

The road portion 30B is connected to the shore by the relay road 50.

In other words, in the cage farms of the second, third, fifth, and sixth embodiments including the road part 30B, the relay road 50 for connecting the road part 30B and the shore is constructed.

Therefore, the cage farm according to the present invention is able to connect the base portion 10 or the road portion 30B, or both, with the coast through the relay road 50.

On the other hand, in cage cages of the second and fifth embodiments according to the present invention

As shown in FIG. 20,

The road portion 30B is provided with an external seawater suction pump 60 and an internal seawater discharge pump 70.

The cage culture space 40 is provided with a ditch wall 80 for guiding the flow of the internal seawater by the suction and discharge pumps 60 and 70.

More specifically

The cage wall 80 is installed in the form of dividing the cage form space portion 40 into two, one end of the cage wall 80 is connected to the road portion 30B, the other end (他 端).部 is provided to be spaced apart from the road portion 30B facing each other.

In addition, the suction pump 60 is installed at one side of the road portion 30B based on one end of the flow wall 80 in the road portion 30B to which one end of the flow wall 80 is connected, and the other side of the road portion 30B. By installing the discharge pump 70,

As a result, when the pumps 60 and 70 operate, the seawater in the cage culture space 40 has a flow structure that is moved along the U-shaped flow path formed by the ditch wall 80.

And each of the pumps (60, 70) may be made of a pipe portion installed therein in the form crossing the road portion 30B, a flow path blocking portion installed in the pipe portion, and a control unit for the flow path blocking portion, Further comprising a pumping unit for pumping.

In the above description of the present invention, with reference to the accompanying drawings, a description has been made mainly on "a variety of forms of cage farms using offshore wind power facilities," having a specific shape and structure, the terms or words used in the present specification and claims are conventional It is not to be construed as being limited to or in a dictionary sense, and the inventors are required to comply with the technical spirit of the present invention on the basis of the principle that the concept of terms may be properly defined in order to explain the invention in its best manner. It must be interpreted as meaning and concept. In addition, the present invention may be variously modified and changed by those skilled in the art, and such modifications and variations should be interpreted as falling within the protection scope of the present invention.

10: foundation
11: first base 12: steel pipe pile
13: cast concrete part 14: second base
15: steel part 16: basic concrete part
17 coating part 18 packaging part
20: Offshore wind power plant
21: other power generation facilities
30A: Mesh part
31: netting
30B: Road Division
32: road base 33: underground track part
331 manhole 332 landfill
332a: underground cable 332b: water-expandable rubber index
333: cable 34: road covering
35: road pavement
40: cage culture space
50: relay road
60: suction pump
70: discharge pump
80: ditch wall
100: bottom block
101: fitting portion 102: final insertion portion
103: seawater distribution path 104: opening
200: middle block
201: corresponding insertion part 202: intermediate insertion part
203: Chim-gu 204: Seawater distribution channel
205: upper and lower openings 206: truss member
207: lower opening
300: top block
301: corresponding fitting 302: first insertion unit
303: seawater channel 304: support member
305: Plate
400: supporter

Claims (9)

Two foundations 10 constructed from seabed to sea and arranged spaced apart from each other;
An offshore wind power plant 20 built on top of one or all of the two foundations 10;
A mesh portion 30A interconnecting the two foundation portions 10 and forming a circular or non-circular shape when viewed in a plane; And
A cage form space portion 40 formed by the two foundation portions 10 and the mesh portion 30A;
A variety of forms of cages using offshore wind power facilities, including.
Two foundations 10 constructed from seabed to sea and arranged spaced apart from each other;
An offshore wind power plant 20 built on top of one or all of the two foundations 10;
A road portion 30B constructed in a form of interconnecting the two foundation portions 10 and forming a circular or non-circular shape when viewed in a plan view; And
A cage culture space portion 40 formed by the two foundation portions 10 and the road portion 30B;
A variety of forms of cages using offshore wind power facilities, including.
Two foundations 10 constructed from seabed to sea and arranged spaced apart from each other;
An offshore wind power plant 20 built on top of one or all of the two foundations 10;
A road part 30B constructed to connect the two base parts 10 with each other;
A mesh part 30A interconnecting the two foundation parts 10 in a form enclosing one side or the other side or both sides of the road part 30B; And
A cage form space portion 40 formed by the two foundation portions 10, the road portion 30B and the mesh portion 30A;
A variety of forms of cages using offshore wind power facilities, including.
N base parts 10 constructed from the sea floor to the sea, and arranged to form an n-square (n is an integer of 3 or more);
Offshore wind power generation unit 20 that is built on top of some or all of the base portion 10;
A mesh portion 30A which interconnects the adjacent base portions 10 and forms a circular or non-circular shape when viewed in a plane; And
A cage form space portion 40 formed by each of the base portion 10 and the mesh portion 30A;
Including but not limited to,
One or more of each of the base portion 10 is a cage in a variety of forms using offshore wind power facilities, characterized in that connected to the coast by the relay road (50).
N base parts 10 constructed from the sea floor to the sea, and arranged to form an n-square (n is an integer of 3 or more);
Offshore wind power generation unit 20 that is built on top of some or all of the base portion 10;
A road portion 30B which is constructed in a form of interconnecting adjacent base portions 10 and forms a circular or non-circular shape when viewed in a plan view; And
A cage culture space portion 40 formed by each of the base portion 10 and the road portion 30B;
Including but not limited to,
One or more of each of the base portion 10 is a cage in a variety of forms using offshore wind power facilities, characterized in that connected to the coast by the relay road (50).
N base parts 10 constructed from the sea floor to the sea, and arranged to form an n-square (n is an integer of 3 or more);
Offshore wind power generation unit 20 that is built on top of some or all of the base portion 10;
A road part 30B constructed in a form of interconnecting some of the adjacent base parts 10;
A mesh portion 30A interconnecting a portion of the adjacent base portion 10; And
A cage form space portion 40 formed by each of the base portion 10, the road portion 30B, and the mesh portion 30A;
Including but not limited to,
One or more of each of the base portion 10 is a cage in a variety of forms using offshore wind power facilities, characterized in that connected to the coast by the relay road (50).
The method according to any one of claims 1 to 3,
One or more of each of the base portion 10 is a cage in a variety of forms using offshore wind power facilities, characterized in that connected to the coast by the relay road (50).
The method of claim 2 or 3,
The road portion 30B is a cage farm of various forms using offshore wind power facilities, characterized in that connected to the coast by the relay road (50).
The method according to claim 2 or 5,
The road portion 30B is provided with an external seawater suction pump 60 and an internal seawater discharge pump 70.
Offshore wind power generation is characterized in that the cage culture space (40) is provided with a dike wall (80) for guiding the flow of the internal seawater by the suction and discharge pumps (60, 70) Various types of cage farms using facilities.

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