Water surface floating type breakwater for dispersing sea wave energy

Abstract

The water surface floating type breakwater capable of dispersing the sea wave energy comprises a floating plate, the bottom of the floating plate is connected with a balancing weight through a fixedly-installed mooring rope, and the balancing weight is used for preventing anchor dragging of anchor mooring equipment; an underwater energy dissipation assembly is arranged at the bottom of the floating plate, and the underwater energy dissipation assembly is used for conducting energy dissipation treatment on energy under the water surface and attenuating the underwater energy; a water surface wave-proof assembly is arranged at the top of the floating plate and used for reducing energy of the sea waves step by step and dispersing the sea waves so as to reduce the overall sea wave energy.

Description

Technical field:

[0001] The invention relates to a water surface floating breakwater that disperses the energy of ocean waves. Background technology:

[0002] A floating breakwater on the water surface is a breakwater composed of wave-breaking buoys and anchoring equipment. It uses buoys to prevent the propagation of waves or break waves, and floats up and down and swings back and forth under the action of waves, interfering with the movement of water particles in the waves and destroying the water flow structure inside the waves, so as to achieve the purpose of reducing wave energy.

[0003] The construction process of floating breakwaters on the water surface will not be affected by the foundation and water depth, can be completed in a shorter period of time, is easy to demolish and has a relatively low cost, has less impact on aquatic life, and is beneficial to ecological protection.

[0004] The existing anchoring equipment of floating breakwaters on the water surface is complex in structure and has poor reliability. It is easy for the anchoring equipment to be offset and damaged under the action of wave following, and its safe working ability is weak. At the same time, the energy reduction effect of waves is poor, and it can only reduce the surface energy, but cannot reduce the underwater energy accordingly, resulting in the inability to disperse and reduce the wave energy step by step. Summary of the invention:

[0005] The embodiment of the present invention provides a surface floating breakwater for dispersing wave energy. The structure is reasonably designed. Based on the mutual cooperation of multiple functional components, the breakwater can prevent the anchoring equipment from being dragged under the action of waves during use, thereby improving the stability of use. At the same time, an energy dissipation component is arranged underwater to dissipate the energy under the water surface and attenuate the underwater energy. A surface wave-breaking component is arranged to dissipate the energy of the waves step by step, thereby dispersing the waves and achieving the purpose of reducing the wave energy, thereby solving the problems existing in the prior art.

[0006] The technical solution adopted by the present invention to solve the above technical problems is:

[0007] A floating breakwater for dispersing wave energy, the breakwater comprising a floating board, a counterweight block is connected to the bottom of the floating board through a fixedly installed cable, and the counterweight block is used to prevent the anchoring equipment from dragging the anchor;

[0008] An underwater energy dissipation component is arranged at the bottom of the floating board, and the underwater energy dissipation component is used to dissipate the energy under the water surface and attenuate the underwater energy; a surface wave-breaking component is arranged on the top of the floating board, and the surface wave-breaking component is used to dissipate the energy of the waves step by step, disperse the waves and reduce the overall wave energy.

[0009] The counterweight block comprises an anchor seat, a through hole is provided on one side of the anchor seat, and a fixed anchor rod arranged in a T shape is slidably installed in the through hole;

[0010] The bottom of the fixed anchor rod is a conical structure, and a cavity is arranged on the lower side of the fixed anchor rod. A reinforcement column is installed in the cavity, and a plurality of compression springs are evenly installed on the circumference of the reinforcement column from top to bottom. A conical plug is connected to the free end of the compression spring. The fixed anchor rod is connected to the conical plug through an assembly hole, and the conical plug is installed in the assembly hole.

[0011] The underwater energy dissipation assembly comprises a first energy dissipation plate and a second energy dissipation plate which are arranged opposite to each other, and the first energy dissipation plate and the second energy dissipation plate are respectively installed at the front and rear sides of the bottom of the floating board;

[0012] A bottom plate is installed between the first energy dissipation plate and the second energy dissipation plate, and a plurality of partition plates are provided on the bottom plate. The partition plates are evenly arranged between the first energy dissipation plate and the second energy dissipation plate to form a plurality of wave-breaking chambers between the first energy dissipation plate and the second energy dissipation plate to dissipate energy under the water surface.

[0013] The first energy dissipation plate and the second energy dissipation plate are both arranged in an inclined structure from top to bottom and from outside to inside. A plurality of first wave-absorbing holes are arranged on the first energy dissipation plate, and a plurality of second wave-absorbing holes are arranged on the second energy dissipation plate. The first wave-absorbing holes and the second wave-absorbing holes are arranged alternately with each other, and cooperate with the water-permeable holes arranged on the partition plate to achieve the reduction of underwater energy.

[0014] The wave-breaking chamber is filled with a plurality of irregular wave-breaking blocks.

[0015] The water surface wave-breaking assembly comprises a first wave-breaking plate installed on one side of the top of the floating plate, a fixed support frame is installed on the top of the first wave-breaking plate, and the other side of the fixed support frame is installed on the floating plate;

[0016] A second wave-breaking plate is also connected to the fixed support frame, and the other side of the second wave-breaking plate is installed on the floating board; the first wave-breaking plate and the second wave-breaking plate are both arranged in an inclined structure, and cooperate with the fixed support frame to form a stable triangular structure installed on the floating board.

[0017] A plurality of first water flow grooves are arranged on the first wave-breaking plate, and a plurality of wave-breaking convex blocks arranged in a right-angle trapezoidal structure are respectively installed on the upper and lower sides of the first water flow grooves;

[0018] A plurality of arc plates are installed on the second wave-breaking plate, a plurality of wave-breaking holes are arranged on the arc plates, openings are arranged on both sides of the arc plates respectively, and a second water flow trough is arranged on the inner side of the second wave-breaking plate corresponding to the arc plates.

[0019] A plurality of first energy dissipation columns are arranged at right angles to the first wave-breaking plate and the second wave-breaking plate, and a plurality of second energy dissipation columns are installed on the other side of the second wave-breaking plate. The first energy dissipation columns and the second energy dissipation columns are arranged alternately.

[0020] Auxiliary floating bodies are evenly installed on the outer circumference of the floating plate, and the auxiliary floating bodies are distributed in a cylindrical structure.

[0021] The present invention adopts the above structure, and connects a counterweight block at the bottom of the floating board to prevent the anchor equipment from dragging the anchor, thereby providing stability for the overall equipment; uses an underwater energy dissipation component to dissipate the energy under the water surface and attenuate the underwater energy; uses a surface wave-breaking component to dissipate the energy of the waves step by step, disperses the waves and reduces the overall wave energy, and has the advantages of high efficiency, practicality, safety and stability. Description of the drawings:

[0022] Figure 1 It is a structural schematic diagram of the present invention.

[0023] Figure 2 It is a schematic diagram of the vertical cross-sectional structure of the present invention.

[0024] Figure 3 It is a schematic diagram of the transverse cross-sectional structure of the present invention.

[0025] Figure 4 for Figure 1 A is an enlarged structural diagram of FIG.

[0026] Figure 5 for Figure 2 Schematic diagram of the enlarged structure at B.

[0027] In the figure, 1, floating plate, 2, cable, 3, counterweight, 4, underwater energy dissipation component, 5, surface wave-breaking component, 6, anchor seat, 7, through hole, 8, fixed anchor rod, 9, cavity, 10, reinforcement column, 11, compression spring, 12, conical plug, 13, assembly hole, 14, first energy dissipation plate, 15, second energy dissipation plate, 16, bottom plate, 17, partition plate, 18, wave-breaking chamber, 19, first wave-breaking hole, 20, second wave-breaking hole, 21, water-permeable hole, 22, first wave-breaking plate, 23, fixed support frame, 24, second wave-breaking plate, 25, first water flow trough, 26, wave-breaking protrusion, 27, arc plate, 28, wave-breaking hole, 29, opening, 30, second water flow trough, 31, first energy dissipation column, 32, second energy dissipation column, 33, auxiliary floating body. Specific implementation method:

[0028] In order to clearly illustrate the technical features of the present solution, the present invention is described in detail below through specific implementation methods and in conjunction with the accompanying drawings.

[0029] like Figure 1-5 As shown in the figure, a floating breakwater for dispersing wave energy, the breakwater comprises a floating board 1, a counterweight block 3 is connected to the bottom of the floating board 1 through a fixedly installed cable 2, and the counterweight block 3 is used to prevent the anchoring device from dragging the anchor;

[0030] An underwater energy dissipation component 4 is arranged at the bottom of the floating board 1, and the underwater energy dissipation component 4 is used to dissipate the energy under the water surface and attenuate the underwater energy; a surface wave-breaking component 5 is arranged on the top of the floating board 1, and the surface wave-breaking component 5 is used to dissipate the energy of the waves step by step, disperse the waves to reduce the overall wave energy.

[0031] The counterweight block 3 includes an anchor seat 6, a through hole 7 is provided on one side of the anchor seat 6, and a fixed anchor rod 8 arranged in a T shape is slidably installed in the through hole 7;

[0032] The bottom of the fixed anchor rod 8 is a conical structure, and a cavity 9 is arranged on the lower side of the fixed anchor rod 8. A reinforcement column 10 is installed in the cavity 9. A plurality of compression springs 11 are evenly installed on the circumference of the reinforcement column 10 from top to bottom. A conical plug 12 is connected to the free end of the compression spring 11. The fixed anchor rod 8 is connected to the conical plug 12 through an assembly hole 13, and the conical plug 12 is installed in the assembly hole 13.

[0033] The underwater energy dissipation assembly comprises a first energy dissipation plate 14 and a second energy dissipation plate 15 which are arranged opposite to each other. The first energy dissipation plate 14 and the second energy dissipation plate 15 are respectively installed at the front and rear sides of the bottom of the floating board 1;

[0034] A bottom plate 16 is installed between the first energy dissipation plate 14 and the second energy dissipation plate 15, and a plurality of partition plates 17 are provided on the bottom plate 16. The partition plates 17 are evenly arranged between the first energy dissipation plate 14 and the second energy dissipation plate 15 to form a plurality of wave-breaking chambers 18 between the first energy dissipation plate 14 and the second energy dissipation plate 15 to dissipate energy under the water surface.

[0035] The first energy dissipation plate 14 and the second energy dissipation plate 15 are arranged in an inclined structure from top to bottom and from outside to inside. A plurality of first wave-absorbing holes 19 are arranged on the first energy dissipation plate 14, and a plurality of second wave-absorbing holes 20 are arranged on the second energy dissipation plate 15. The first wave-absorbing holes 19 and the second wave-absorbing holes 20 are arranged alternately with each other, and cooperate with the water-permeable holes 21 arranged on the partition plate 17 to achieve underwater energy dissipation.

[0036] The wave-breaking chamber 18 is filled with a plurality of irregular wave-breaking blocks.

[0037] The water surface wave-breaking assembly comprises a first wave-breaking plate 22 installed on one side of the top of the floating plate 1, a fixed support frame 23 is installed on the top of the first wave-breaking plate 22, and the other side of the fixed support frame 23 is installed on the floating plate 1;

[0038] A second wave-breaking plate 24 is also connected to the fixed support frame 23, and the other side of the second wave-breaking plate 24 is installed on the floating board 1; the first wave-breaking plate 22 and the second wave-breaking plate 24 are both arranged in an inclined structure, and cooperate with the fixed support frame 23 to form a stable triangular structure installed on the floating board 1.

[0039] A plurality of first water flow grooves 25 are provided on the first wave-breaking plate 22, and a plurality of wave-breaking protrusions 26 in a right-angle trapezoidal structure are respectively installed on the upper and lower sides of the first water flow grooves 25;

[0040] A plurality of arc plates 27 are installed on the second wave-breaking plate 24 , a plurality of wave-breaking holes 28 are provided on the arc plates 27 , openings 29 are provided on both sides of the arc plates 27 , and a second water flow trough 30 is provided on the inner side of the second wave-breaking plate 24 corresponding to the arc plates 27 .

[0041] A plurality of first energy dissipation columns 31 are provided at right angles to the first wave-breaking plate 22 and the second wave-breaking plate 24 , and a plurality of second energy dissipation columns 32 are installed on the other side of the second wave-breaking plate 24 . The first energy dissipation columns 31 and the second energy dissipation columns 32 are arranged alternately.

[0042] Auxiliary floats 33 are evenly installed on the outer circumference of the floating board 1, and the auxiliary floats 33 are distributed in a cylindrical structure.

[0043] The working principle of a floating breakwater on the water surface for dispersing wave energy in an embodiment of the present invention is as follows: based on the mutual cooperation of multiple functional components, it can prevent the anchoring equipment from being dragged under the action of waves during use, thereby improving the stability of use; at the same time, an energy dissipation component is arranged underwater to dissipate the energy under the water surface and attenuate the underwater energy, and a surface wave-breaking component is arranged to dissipate the energy of waves step by step, thereby dispersing the waves and achieving the purpose of reducing the wave energy.

[0044] The overall solution mainly includes a floating board, at the bottom of which a counterweight is connected via a fixed cable, and the counterweight is used to prevent the anchoring equipment from dragging the anchor; at the bottom of the floating board an underwater energy dissipation component is provided, and the underwater energy dissipation component is used to dissipate the energy under the water surface and attenuate the underwater energy; at the top of the floating board a surface wave-breaking component is provided, and the surface wave-breaking component is used to dissipate the energy of the waves step by step and disperse the waves to reduce the overall wave energy.

[0045] Specifically, the counterweight block includes an anchor seat, and a through hole is provided on one side of the anchor seat. A T-shaped fixed anchor rod is slidably installed in the through hole, which is convenient for fixing the anchor seat and further reducing the anchor walking phenomenon.

[0046] For the fixed anchor rod, its bottom is a conical structure, and a cavity is set on the lower side of the fixed anchor rod. A reinforcement column is installed in the cavity. A plurality of compression springs are evenly installed on the circumference of the reinforcement column from top to bottom. The free end of the compression spring is connected to a conical plug. The fixed anchor rod is connected to the conical plug through an assembly hole. Installing the conical plug in the assembly hole can further enhance the fixation of the anchor seat and prevent the anchor from moving away.

[0047] For the underwater energy dissipation component, the working principle is to form multiple wave-breaking chambers to effectively dissipate underwater energy; specifically, the underwater energy dissipation component includes a first energy dissipation plate and a second energy dissipation plate arranged relatively to each other, and the first energy dissipation plate and the second energy dissipation plate are respectively installed on the front and rear sides of the bottom of the floating plate; a bottom plate is installed between the first energy dissipation plate and the second energy dissipation plate, and a plurality of partition plates are provided on the bottom plate, and the partition plates are evenly arranged between the first energy dissipation plate and the second energy dissipation plate to form a plurality of wave-breaking chambers between the first energy dissipation plate and the second energy dissipation plate to dissipate the energy under the water surface.

[0048] The first energy dissipation plate and the second energy dissipation plate are both arranged in an inclined structure from top to bottom and from outside to inside. A plurality of first wave-absorbing holes are arranged on the first energy dissipation plate, and a plurality of second wave-absorbing holes are arranged on the second energy dissipation plate. The first wave-absorbing holes and the second wave-absorbing holes are arranged alternately with each other, and cooperate with the water-permeable holes arranged on the partition plate to achieve the reduction of underwater energy.

[0049] Furthermore, a plurality of irregular wave-breaking blocks are arranged in the wave-breaking chamber to improve the overall working efficiency of the underwater energy dissipation components, and also to increase the draft of the floating plate, making it more stable to use when large waves occur.

[0050] The water surface wave-breaking component includes a first wave-breaking plate installed on one side of the top of a floating board, a fixed support frame is installed on the top of the first wave-breaking plate, and the other side of the fixed support frame is installed on the floating board; a second wave-breaking plate is also connected to the fixed support frame, and the other side of the second wave-breaking plate is installed on the floating board; the first wave-breaking plate and the second wave-breaking plate are both arranged in an inclined structure, and cooperate with the fixed support frame to form a stable triangular structure installed on the floating board.

[0051] A plurality of first water flow grooves are arranged on the first wave-breaking plate, and a plurality of wave-breaking convex blocks arranged in a right-angle trapezoidal structure are respectively installed on the upper and lower sides of the first water flow grooves;

[0052] A plurality of arc plates are installed on the second wave-breaking plate, a plurality of wave-breaking holes are arranged on the arc plates, openings are arranged on both sides of the arc plates respectively, and a second water flow trough is arranged on the inner side of the second wave-breaking plate corresponding to the arc plates, which can effectively disperse wave energy.

[0053] A plurality of first energy dissipation columns are arranged at right angles to the first wave-breaking plate and the second wave-breaking plate, and a plurality of second energy dissipation columns are installed on the other side of the second wave-breaking plate. The first energy dissipation columns and the second energy dissipation columns are arranged alternately to further disperse the wave energy.

[0054] During installation, the anchor seat 6 is placed on the seabed, and the fixed anchor rod 8 is guided and inserted into the seabed through the through hole 7. At the same time, the fixed anchor rod 8 is arranged in a T-shaped structure, so that the top of the fixed anchor rod 8 presses the anchor seat 6, and then the anchor seat 6 is fixedly installed on the seabed, which improves the stability of use and reduces the occurrence of anchor dragging.

[0055] When installing the fixed anchor rod 8, since the bottom of the fixed anchor rod 8 is set in a conical structure, the fixed anchor rod 8 can be easily inserted into the seabed. At the same time, when the fixed anchor rod 8 is inserted into the seabed, the lower side of the fixed anchor rod 8 extends from the through hole 7 and enters the seabed. During this process, the compression spring 11 in the cavity 9 will expand, so that the compression spring 11 pushes the conical plug 12 outward, and the conical plug 12 extends from the surface of the fixed anchor rod 8 to form an undercut. Then, after the fixed anchor rod 8 is inserted into the seabed, the undercut formed by the extension of the conical plug 12 can stably grasp the seabed to keep the anchor seat 6 fixed and prevent the anchor from drifting.

[0056] Before use, the floating board 1 is placed on the sea surface to float on the water surface, the counterweight block 3 is connected by connecting the cable 2, and the counterweight block 3 is installed on the seabed for fixation to prevent the floating board 1 from moving to other positions during use. During use, when the generated waves move toward the floating board 1 and contact the floating board 1, the underwater energy dissipation component 4 at the bottom of the floating board 1 can dissipate the energy under the water surface, and after the surface wave-breaking component 5 on the top of the floating board 1 contacts the waves, the surface wave-breaking component 5 can dissipate the wave energy of the waves. By dissipating the energy on the water surface and underwater at the same time, the wave energy can be dispersed and reduced.

[0057] Regarding the working process of the underwater energy dissipation component, the waves under the water surface of the sea wave hit the first energy dissipation plate 14, and the waves are broken by the first energy dissipation plate 14. At the same time, a part of the waves pass through the first energy dissipation plate 14 and enter the wave dissipation chamber 18 and finally hit the second energy dissipation plate 15. The second energy dissipation plate 15 dissipates the wave energy again, thereby dissipating the wave energy under the water surface.

[0058] Under the action of the water-permeable holes arranged on both sides of the wave-breaking chamber 18, the waves in the wave-breaking chamber 18 will collide with each other to reduce energy, and then hit the second energy-dissipating plate 15. Since the second wave-breaking holes 20 and the first wave-breaking holes 19 on the second energy-dissipating plate 15 are arranged in an interlaced manner, the wave energy is further attenuated, the wave energy under the water surface is dissipated, and finally relatively gentle waves with less energy flow out from the second wave-breaking holes 20.

[0059] With the support of irregular wave-breaking blocks, the draft of the floating board 1 can be increased to ensure stability. At the same time, during the energy dissipation process, after the waves enter the wave-breaking chamber 18, they collide with a number of irregular wave-breaking blocks. The wave energy can be further reduced by the wave-breaking blocks, achieving the effect of gradually attenuating energy.

[0060] Regarding the working process of the water surface wave-breaking component, when the waves on the water surface hit the first wave-breaking plate 22, the energy of the waves is initially reduced by the first wave-breaking plate 22, and then the waves pass through the first wave-breaking plate 22, and the second wave-breaking plate 24 absorbs the energy of the waves and distributes the wave energy to achieve the water surface wave-breaking effect.

[0061] Under the action of the wave-breaking protrusions 26 on the first wave-breaking plate 22, the wave energy is broken up and the waves are dispersed. The dispersed waves flow into the second wave-breaking plate 24 through the first flow channel 25. At this time, after the waves pass through the wave-breaking holes 28 on the arc plate 27, they are diverted to the openings 29 at both ends and flow to the second flow channel 30, thereby dispersing the waves to achieve the effect of reducing the wave energy.

[0062] Furthermore, the waves flowing out of the first water trough 25 pass through the first energy dissipation column 31, and after preliminary energy dissipation through the first energy dissipation column 31, flow into the second wave-breaking plate 24, and pass through the wave-breaking holes 28 on the arc plate 27. Then, they are diverted to the openings 29 at both ends and flow out to the second water trough 30. The waves flowing out of the second water trough 30 pass through the second energy dissipation column 32 again for energy dissipation. In order to improve the wave dissipation effect, the energy dissipation columns arranged front and back are staggered. This structural arrangement is conducive to allowing the energy dissipation columns to gradually dissipate the energy of the waves passing through the previous energy dissipation column.

[0063] It is particularly noted that auxiliary floats 33 are installed on the four outer sides of the floating board 1. The auxiliary floats 33 are cylindrical in structure and can help improve the buoyancy of the floating board 1 so that the floating board 1 can float on the water surface stably for a long time.

[0064] To sum up, a floating breakwater for dispersing wave energy in an embodiment of the present invention is based on the mutual cooperation of multiple functional components. During use, it can prevent the anchoring equipment from being dragged under the action of waves, thereby improving the stability of use. At the same time, an energy dissipation component is arranged underwater to dissipate the energy under the water surface and attenuate the underwater energy. A surface wave-breaking component is arranged to dissipate the energy of waves step by step, thereby dispersing the waves and achieving the purpose of reducing the wave energy.

[0065] The above specific implementation manner cannot be used as a limitation on the protection scope of the present invention. For those skilled in the art, any substitution, improvement or change made to the implementation manner of the present invention falls within the protection scope of the present invention.

[0066] The matters not described in detail in the present invention are all known technologies to those skilled in the art.

Claims

1. A floating breakwater for dispersing wave energy, characterized in that: The breakwater comprises a floating board, at the bottom of which a counterweight block is connected via a fixedly installed cable, and the counterweight block is used to prevent the anchoring equipment from dragging the anchor; An underwater energy dissipation component is arranged at the bottom of the floating board, and the underwater energy dissipation component is used to dissipate the energy under the water surface and attenuate the underwater energy; a surface wave-breaking component is arranged on the top of the floating board, and the surface wave-breaking component is used to dissipate the energy of the waves step by step, disperse the waves and reduce the overall wave energy.

2. A floating breakwater for dispersing wave energy according to claim 1, characterized in that: The counterweight block comprises an anchor seat, a through hole is provided on one side of the anchor seat, and a fixed anchor rod arranged in a T shape is slidably installed in the through hole; The bottom of the fixed anchor rod is a conical structure, and a cavity is arranged on the lower side of the fixed anchor rod. A reinforcement column is installed in the cavity, and a plurality of compression springs are evenly installed on the circumference of the reinforcement column from top to bottom. A conical plug is connected to the free end of the compression spring. The fixed anchor rod is connected to the conical plug through an assembly hole, and the conical plug is installed in the assembly hole.

3. A floating breakwater for dispersing wave energy according to claim 1, characterized in that: The underwater energy dissipation assembly comprises a first energy dissipation plate and a second energy dissipation plate which are arranged opposite to each other, and the first energy dissipation plate and the second energy dissipation plate are respectively installed at the front and rear sides of the bottom of the floating board; A bottom plate is installed between the first energy dissipation plate and the second energy dissipation plate, and a plurality of partition plates are provided on the bottom plate. The partition plates are evenly arranged between the first energy dissipation plate and the second energy dissipation plate to form a plurality of wave-breaking chambers between the first energy dissipation plate and the second energy dissipation plate to dissipate energy under the water surface.

4. A floating breakwater for dispersing wave energy according to claim 3, characterized in that: The first energy dissipation plate and the second energy dissipation plate are both arranged in an inclined structure from top to bottom and from outside to inside. A plurality of first wave-absorbing holes are arranged on the first energy dissipation plate, and a plurality of second wave-absorbing holes are arranged on the second energy dissipation plate. The first wave-absorbing holes and the second wave-absorbing holes are arranged alternately with each other, and cooperate with the water-permeable holes arranged on the partition plate to achieve the reduction of underwater energy.

5. The floating breakwater for dispersing wave energy according to claim 3, characterized in that: The wave-breaking chamber is filled with a plurality of irregular wave-breaking blocks.

6. The floating breakwater for dispersing wave energy according to claim 1, characterized in that: The water surface wave-breaking assembly comprises a first wave-breaking plate installed on one side of the top of the floating plate, a fixed support frame is installed on the top of the first wave-breaking plate, and the other side of the fixed support frame is installed on the floating plate; A second wave-breaking plate is also connected to the fixed support frame, and the other side of the second wave-breaking plate is installed on the floating board; the first wave-breaking plate and the second wave-breaking plate are both arranged in an inclined structure, and cooperate with the fixed support frame to form a stable triangular structure installed on the floating board.

7. A floating breakwater for dispersing wave energy according to claim 6, characterized in that: A plurality of first water flow grooves are arranged on the first wave-breaking plate, and a plurality of wave-breaking convex blocks arranged in a right-angle trapezoidal structure are respectively installed on the upper and lower sides of the first water flow grooves; A plurality of arc plates are installed on the second wave-breaking plate, a plurality of wave-breaking holes are arranged on the arc plates, openings are arranged on both sides of the arc plates respectively, and a second water flow trough is arranged on the inner side of the second wave-breaking plate corresponding to the arc plates. A plurality of first energy dissipation columns are arranged at right angles to the first wave-breaking plate and the second wave-breaking plate, and a plurality of second energy dissipation columns are installed on the other side of the second wave-breaking plate. The first energy dissipation columns and the second energy dissipation columns are arranged alternately.

8. The floating breakwater for dispersing wave energy according to claim 1, characterized in that: Auxiliary floating bodies are evenly installed on the outer circumference of the floating plate, and the auxiliary floating bodies are distributed in a cylindrical structure.

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