Floating platform type wave dissipating net

Through the design of a floating platform wave-breaking net, combined with vertical mechanisms and buffer floating space, the stability and real-time monitoring problems of the floating wave-breaking device are solved, and stable application and efficient wave-breaking effects in a wider range of waters are achieved.

CN116289752BActive Publication Date: 2025-10-17GUANGZHOU RUIHAI OCEAN TECH CO LTD
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Patent Information

Application Number
CN202310502029.9
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-05-05
Publication Date
2025-10-17
Estimated Expiration
2043-05-05

AI Technical Summary

Technical Problem

Existing floating wave-breaking devices are prone to dragging anchors under the action of waves, the anchor chains are easily damaged, and they have poor stability, making them difficult to apply in wider waters. They also lack real-time monitoring devices to improve wave-breaking efficiency.

Method used

A floating platform wave-breaking net is designed, including a penetrating floating platform and a blocking floating platform, which is connected to the seabed through an anchor assembly. It is combined with a monitoring device and a wave-breaking mechanism, and uses a vertical mechanism and a buffer floating space to improve stability and wave-breaking efficiency. The monitoring device includes above-water and underwater equipment to provide real-time data.

Benefits of technology

It enhances the stability and wave-breaking efficiency of the floating platform, extends its service life, and provides reliable real-time monitoring data, making it suitable for applications in a wider range of waters.

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Abstract

The present application relates to the field of marine technology, more particularly, to a floating platform type wave dissipation net, which comprises two floating platforms, including a penetrating floating platform and a blocking floating platform placed vertically to the sea level, a buffer floating space is formed between the two floating platforms; a wave dissipation mechanism is located in the buffer floating space and is installed on the side of the blocking floating platform; anchor pin assemblies are respectively arranged on both sides of the buffer floating space, and the penetrating floating platform and the blocking floating platform are connected to the seabed through the anchor pin assemblies; a monitoring device comprises an overwater device and an underwater device, the overwater device is arranged on the upper surface of the blocking floating platform, and the underwater device is located at the lower part of the blocking floating platform, so as to solve the stability problem of the floating platform type wave dissipation device, provide stable real-time monitoring data for the efficiency research of the wave dissipation device, improve the wave dissipation efficiency, prolong the service life of the floating platform type wave dissipation net, enhance the stability of the blocking floating platform, and improve the safety, stability and reliability of data collection of the monitoring device.
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Description

TECHNICAL FIELD

[0001] The present application relates to the field of marine technology, more particularly, to a floating platform type wave dissipation net. BACKGROUND

[0002] In recent years, with the establishment of large-scale professional wharfs, the construction of various entertainment ports, and the development of aquaculture industry, the base type wave dissipation device is increasingly unable to meet the requirements of economy, convenience and environmental protection, and the advantages of the floating type wave dissipation device are gradually emerging. The structure of the floating type wave dissipation device is composed of a box body or a floating raft with a certain draft depth. The box body and the floating raft are connected with anchor chains fixed at one end of the seabed and float on the water surface. The wave dissipation principle is to use the floating body to stop the propagation of waves or make the waves break, and to interfere with the water particle movement of the waves and destroy the water flow structure inside the waves to achieve the purpose of reducing wave energy. The wave dissipation principle mainly passes through two ways: one is to use the phase difference between the floating body movement and the wave movement to force the wave to attenuate, and the other is to destroy the water particle movement track.

[0003] In the prior art, the floating type wave dissipation device has been widely used in many water areas with large water level changes, small and steep waves due to its low cost and easy relocation. However, it has the disadvantage that the anchoring equipment is complex and has poor reliability. After being subjected to waves for a period of time, it is easy to walk off the anchor, and even the anchor chain is pulled off. The box body or the floating raft is damaged due to mutual collision. Therefore, it is mainly used for temporary protection in local water areas. How to overcome the problem of walking off the anchor of the floating platform type wave dissipation device, improve the stability of the floating type wave dissipation device, apply the floating type wave dissipation device to a wider water area, and set up a stable monitoring device in a wide range of water area to monitor the wave force of the sea wave in real time, and use the collected data to improve the efficiency of the wave dissipation device. SUMMARY

[0004] The present application aims to overcome at least one of the above-mentioned defects (shortcomings) of the prior art, and to provide a floating platform type wave dissipation net to solve the stability problem of the floating platform type wave dissipation device and provide stable real-time monitoring data for the efficiency research of the wave dissipation device.

[0005] The technical scheme adopted by the present application is a floating platform type wave dissipation net, which comprises two floating platforms, a penetrating floating platform and a blocking floating platform placed vertically to the sea level, and a buffer floating space formed between the two floating platforms; a wave dissipation mechanism located in the buffer floating space and installed on the side surface of the blocking floating platform; an anchor pin assembly respectively arranged on both sides of the buffer floating space, and the penetrating floating platform and the blocking floating platform are connected with the seabed through the anchor pin assembly; and a monitoring device for monitoring wind wave data, comprising an overwater device and an underwater device, the overwater device is arranged on the upper surface of the blocking floating platform, and the underwater device is located at the lower part of the blocking floating platform.

[0006] Further, the penetrating floating platform is connected to the blocking floating platform through a buffer floating assembly, the penetrating floating platform comprises at least two floating assemblies arranged on the waterline, and the floating assemblies form two floating surfaces movably connected on both sides of the buffer floating space. The penetrating floating platform is beneficial to form a movable stable structure on the sea surface, and the movable stable structure and the fixed stable structure formed by the anchor assembly are combined to further enhance the stability of the blocking floating platform. The sea wave force received by the blocking floating platform is transmitted to the anchor assembly connected to the blocking floating platform, and then transmitted to the penetrating floating platform through the buffer floating space, so that the sea wave force of the blocking floating platform is dispersed. The size of the buffer floating space can be adjusted, and the sea wave force of the blocking floating platform can be released through the buffer floating space. The position deviation range of the blocking floating platform is small, the blocking floating platform is provided with more stable support force, and the service life of the blocking floating platform is prolonged. The floating assemblies are arranged in the penetrating floating platform and the blocking floating platform, which is beneficial to widen the floating surface of the buffer floating space in the horizontal plane, disperse the impact of the sea wave, guide the sea wave to pour to both sides of the floating surface, enhance the phase difference between the movement of the floating surface and the movement of the wave, and force the wave to attenuate, which is beneficial to improve the wave dissipation efficiency of the blocking floating platform. Widening the floating surface is also beneficial to ensure that the vertical mechanism submerged below the sea level by the sea wave can be easily floated and recovered.

[0007] Further, the penetrating floating platform and the blocking floating platform each comprise a vertical mechanism, at least more than 1 / 2 of the vertical mechanism is located below the waterline, the vertical mechanism comprises a plurality of vertical plates forming a through-flow channel, and the vertical mechanism is in the shape of a cuboid. The vertical mechanism facing the sea bottom is beneficial to interfere with the movement of the water body below the sea level, destroy the movement track of the water particles of the wave, and attenuate the energy of the wave. At least more than 1 / 2 of the vertical mechanism submerged in water is beneficial to lower the center of gravity, thereby helping to form a larger wave-encountering surface below the sea level and strengthen the interference with the energy attenuation of the wave. It is also beneficial to keep the stress of the floating surface uniform during wave dissipation, avoid capsizing, and thus improve the stability of the floating surface.

[0008] Further, the vertical plate is provided with mounting holes corresponding to the floating assemblies and convection holes for forming transverse convection. The mounting holes and the convection holes are combined holes of round holes and oblong holes. The setting of the convection holes is beneficial to strengthen the transverse convection effect of the sea wave, strengthen the destruction of the movement track of the wave in the transverse direction by the vertical plate, and further improve the wave dissipation efficiency. It is also beneficial to release the impact of the sea wave in the transverse convection direction in time, prevent the sea wave from overturning the vertical plate, and further enhance the stability and reliability of the vertical mechanism.

[0009] Further, the top surface and the bottom surface of the vertical mechanism of the penetrating floating platform are open to form a plurality of convection channels; the top surface of the vertical mechanism of the blocking floating platform is provided with an operation platform for placing the monitoring device. This is conducive to strengthening the transverse convection effect of the sea waves through the arrangement of the convection channels, strengthening the destruction of the wave movement trajectory in the transverse direction by the vertical plate, and further improving the wave dissipation efficiency. This is conducive to providing a stable, less likely to be overturned, and less likely to be offset operation platform for the monitoring device, so that the data collection of the monitoring device is more accurate and reliable. The arrangement of the operation platform is also conducive to the timely adjustment, maintenance and repair of the monitoring device by the maintenance personnel, so as to improve the reliability and accuracy of the monitoring data.

[0010] Further, the wave dissipation mechanism is arranged on one side of the vertical mechanism of the blocking floating platform, and includes a curved net in the wave direction, the curved net includes an extension plate and an arc net, the extension plate is above the waterline, and the arc net is provided with a through hole, and the through hole is below the waterline. This is conducive to forming a first interception surface by the extension plate and a second interception surface by the arc net. The extension plate without the through hole design can make the first interception surface as large as possible. After the intercepted sea waves enter the second interception surface, part of the sea waves pass through the arc net to form secondary waves through the through hole, and part of the sea waves are blocked between the through holes and flow downward to the remaining through holes to form tertiary waves, quaternary waves, and N waves. The mutual restraint and offset between different waves form the effect of turbulent energy dissipation.

[0011] Further, the wave dissipation mechanism further includes a side plate connected to both sides of the curved net and the vertical plate, the side plate is provided with a flow guide hole, and the size of the flow guide hole gradually increases along the two sides of the side plate to the center. This is conducive to guiding and reducing the impact force on the side plate through the design of the flow guide hole; it is conducive to improving the connection strength between the vertical plate and the vertical mechanism through the rigid side plate; and it is also conducive to guiding the sea waves to form convection in the transverse direction through the different sizes of the flow guide hole, thereby destroying the movement trajectory of the sea waves and improving the wave dissipation efficiency.

[0012] Further, the water device comprises a power generation device, a central control device, a signal transmission device and a data detection device, the power generation device supplies power for the central control device, the data detection device collects data and transmits the data to the central control device through the signal transmission device, the power generation device is a plurality of solar panels, the signal transmission device comprises a Beidou positioning device, a data transmission device and a 5G antenna, and the data detection device comprises a wind speed and direction instrument and two front and rear symmetrically arranged cameras; the underwater device comprises a wave meter and a surface current meter, and the wave meter and the surface current meter are in communication with the signal transmission device through a built-in wireless device. The two floating platforms form a relatively stable and not easy to overturn operation platform, thereby enhancing the data security, reliability and effectiveness of the monitoring device; the energy consumption of the monitoring device is reduced through the environmentally friendly and energy-saving solar panels; the real-time transmission of data is realized through the central control device and the signal transmission device, the data delay is reduced, and the reliability of the data is enhanced; the wind direction and wind power of the sea surface, the wave direction, wave height, wave period, wavelength and flow rate data of seawater are collected through the data detection device, which are used as reference data in the fields of marine forecasting, disaster prevention and reduction, marine engineering and navigation safety.

[0013] Further, the monitoring device further comprises a guardrail, the guardrail is arranged around the central control device, the signal transmission device and the data detection device in three directions, and the power generation device is located outside the guardrail. The operator is provided with a safe operation position, so that manual adjustment, maintenance and maintenance of the monitoring device are realized.

[0014] Further, the anchor assembly comprises an anchor, a plurality of cement anchor stocks, a saddle chain, a short anchor chain, a mooring chain and a three-eye plate, the vertical mechanism is provided with three connection positions, which are arranged on the upper, left and right sides of the flow-through channel respectively, the cement anchor stock is fixed to the seabed through the anchor, the saddle chain is connected to the cement anchor stock through the three-eye plate, the three-eye plate is connected to the three connection positions through the short anchor chain and the mooring chain, and is connected with the saddle chain. The stress between the vertical mechanism and the anchor assembly is uniform, and the vertical mechanism is prevented from overturning; the stability of the floating platform is enhanced, thereby prolonging the service life of the floating platform type wave absorbing net.

[0015] Compared with the prior art, the present application has the following advantages: the wave absorbing efficiency is improved by increasing the floating surface and the vertical mechanism; the service life of the floating platform type wave absorbing net is prolonged by dispersing the tensile force between the floating platform and the anchor assembly through the double floating platforms; the stability of the blocking floating platform is enhanced by penetrating the floating platform, and the safety, stability and reliability of data collection of the monitoring device arranged on the blocking floating platform are improved. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1It is a schematic diagram of the overall structure of the present invention.

[0017] Figure 2 It is a schematic diagram of the wave-facing surface of the blocking floating platform of the present invention.

[0018] Figure 3 It is a schematic diagram of the back wave surface of the barrier floating platform of the present invention.

[0019] Figure 4 It is a schematic diagram of the penetration floating platform of the present invention.

[0020] Explanation of the accompanying symbols: blocking platform 10, penetrating platform 20, vertical mechanism 100, floating assembly 200, vertical plate 110, mounting hole 111, convection hole 112, connection position 120, operating platform 130, wave-breaking mechanism 300, curved net 310, extension plate 311, curved net 312, side panel 320, diversion hole 321, anchor assembly 400, three-eye plate 410, monitoring device 500, power generation device 510, central control device 520, signal transmission device 530, data detection device 540, guardrail 550. DETAILED DESCRIPTION

[0021] The accompanying drawings are for illustrative purposes only and are not to be construed as limiting the present invention. To better illustrate the following embodiments, some components in the accompanying drawings may be omitted, enlarged, or reduced in size, and do not represent actual product dimensions. Those skilled in the art will appreciate that some well-known structures and their descriptions may be omitted from the accompanying drawings.

[0022] Example

[0023] like Figures 1-4 As shown, this embodiment provides a floating platform wave-breaking net, which includes: two floating platforms, including a penetrating floating platform 20 and a blocking floating platform 10 placed vertically on the sea level, and a buffer floating space is formed between the two floating platforms; a wave-breaking mechanism 300, located in the buffer floating space, installed on the side of the blocking floating platform 10; anchor assemblies 400, respectively arranged on both sides of the buffer floating space, and the penetrating floating platform 20 and the blocking floating platform 10 are connected to the seabed through the anchor assemblies 400; a monitoring device 500, used to monitor wind and wave data, including an above-water device and an underwater device, the above-water device is arranged on the upper surface of the blocking floating platform 10, and the underwater device is located at the lower part of the blocking floating platform 10.

[0024] The penetrating floating platform 20 is connected to the blocking floating platform 10 by anchor ropes, and comprises at least two floating assemblies arranged on the waterline, which form two floating surfaces movably connected on both sides of the buffer floating space. In this embodiment, the penetrating floating platform 20 is used to disperse the pulling force between the blocking floating platform 10 and the anchor stock assembly 400, and the penetrating floating platform 20 is provided with the same vertical mechanism 100 as the vertical mechanism 100 in the blocking floating platform 10, and the penetrating floating platform 20 and the blocking floating platform 10 are connected by a telescopic buffer floating assembly. The buffer force of the buffer floating space can be calculated according to the variable volume range formed by the length range of the telescopic buffer floating assembly and the unchanged width and depth of the vertical mechanism 100. The release of sea waves through the penetrating floating platform 20 and the buffer floating space before hitting the blocking floating platform 10 greatly reduces the impact force on the blocking floating platform 10, so that the deviation of the blocking floating platform 10 on the horizontal plane is not large, thereby enhancing the stability of the blocking floating platform 10 and prolonging the service life of the blocking floating platform 10. In this embodiment, the floating assembly 200 is a PE floating pipe, which increases the floating surface of the blocking floating platform 10 on the horizontal plane through the floating assembly 200 in the penetrating floating platform 20. The floating assembly 200 not only can guide the sea waves to pour to both sides of the floating surface, prevent the vertical mechanism 100 from overturning under the impact of the sea waves, and accelerate the floating speed of the vertical mechanism 100, but also can generate waves with different phases from the wave energy in the sea waves, thereby restraining and offsetting the wave energy of the sea waves, thereby enhancing the stability and support force of the blocking floating platform 10.

[0025] The penetrating floating platform 20 and the blocking floating platform 10 both comprise a vertical mechanism 100, which is at least more than 1 / 2 below the waterline. The vertical mechanism 100 comprises a plurality of vertical plates 110 forming a flow-through channel, and has a cuboid shape. In this embodiment, 3 / 4 of the vertical mechanism 100 is below the water surface, and only 1 / 4 is above the water surface. The flow-through channel is formed by three vertical plates 110, has four open faces, two small-area cross sections facing the sea surface and the sea bottom, and two large-area cross sections facing the wave direction and the back wave direction. The ratio of the small-area cross section to the large-area cross section is equal to the ratio of the width to the height of the vertical plate 110. The width of the vertical plate 110 is the depth in the wave direction, and the height of the vertical plate 110 is the depth in the direction facing the sea bottom. In this embodiment, the greater the height of the vertical plate 110, the lower the center of gravity of the vertical mechanism 100. The implementer can adjust the center of gravity of the vertical mechanism 100 by adjusting the height of the vertical plate 110, thereby increasing the contact surface between the vertical mechanism 100 and the sea waves, enhancing the energy attenuation of the interfering waves, and improving the wave dissipation efficiency of the penetrating floating platform 20, so that the stability of the blocking floating platform 10 is better.

[0026] The vertical plate 110 is provided with mounting holes 111 corresponding to the floating assembly 200 and convection holes 112 for forming convection across. The mounting holes 111 and the convection holes 112 are combined holes of round holes and oblong holes. In this embodiment, the vertical plate 110 is provided with multiple combined holes at the same time. The flow direction in the sea is complex and changeable. The sea waves can be guided to pass through the convection holes 112 through the arrangement of multiple combined holes, so as to strengthen the destruction of the vertical plate 110 to the movement track of the waves in the transverse direction. In this embodiment, the arrangement of the mounting holes 111 can limit the floating assembly 200 in the vertical mechanism 100, so as to adjust the contact area of the floating assembly 200 with the water surface, and adjust the weakening effect of the floating assembly 200 on the wave energy by changing the size of the contact area.

[0027] The top surface and the bottom surface of the vertical mechanism 100 of the penetrating floating platform 20 are open to form multiple convection channels; the top surface of the vertical mechanism 100 of the blocking floating platform 10 is provided with an operation platform for placing the monitoring device 500. In this embodiment, the open surface of the vertical mechanism 100 in the penetrating floating platform 20 has four, which are two open surfaces towards the sea surface and the sea bottom, and two open surfaces towards the wave direction and the back wave direction. The open surface of the vertical mechanism 100 in the blocking floating platform 10 has three, which are an open surface towards the sea bottom, and two open surfaces towards the wave direction and the back wave direction. An operation platform is arranged at the position towards the sea surface, and the monitoring device 500 is placed on the operation platform, which provides a stable, not easy to be overturned, and not easy to be deviated operation platform for the monitoring device 500. At the same time, the maintenance personnel can stand or work stably on the operation platform, which is used for adjusting, maintaining and repairing the monitoring device 500.

[0028] The wave-damping mechanism 300 is arranged on one side of the vertical mechanism 100 of the blocking floating platform 10, and includes a curved net 310 in the direction of the incoming waves, which includes an extension plate 311 above the waterline and an arc net 312 provided with through holes below the waterline. In this embodiment, the wave-damping mechanism 300 is arranged on one side of the vertical mechanism in the blocking floating platform 10, and is the side facing the direction of the penetrating floating platform 20. The height of the curved net 310 in the direction of the incoming waves above the water surface is 1:5 of the height below the water surface. In this embodiment, the extension plate 311 and the arc net 312 are both profiled materials. The extension plate 311 is a plate without through holes, and the through holes in the arc net 312 are circular holes. The ratio of the spacing between each circular hole to the diameter of the circular hole is 3:1. In this embodiment, the arc net 312 can be a continuous arc surface, a continuous wave surface, or a discontinuous spaced convex column. The implementer adjusts the shape of the profiled material of the arc net 312 according to the sea area and terrain.

[0029] The wave-damping mechanism 300 further includes side plates 320 connected to both sides of the curved net 310 and the vertical plate 110. The side plates 320 are provided with flow guide holes 321, and the size of the flow guide holes 321 gradually increases towards the center along both sides of the side plates 320. In this embodiment, the side plates 320 are triangular plates, but the inclined edge part is cut to adapt to the shape of the cross section of the arc net 312, so that the connection between the arc net 312 and the vertical plate 110 is tight, and the support strength of the curved net 310 is strengthened. In this embodiment, the side plates 320 are also provided with flow guide holes 321. By adjusting the size of the flow guide holes 321, the contact area between the sea waves and the side plates 320 in the transverse direction is changed, so that more turbulence is formed, and the wave-damping efficiency is improved.

[0030] The water device includes a power generation device 510, a central control device 520, a signal transmission device 530, and a data detection device 540. The power generation device 510 provides power for the central control device 520. The data detection device 540 collects data and transmits the data to the central control device 520 through the signal transmission device 530. The power generation device 510 is a plurality of solar panels. The signal transmission device 530 includes a Beidou positioning device, a data transmission device, and a 5G antenna. The data detection device 540 includes a wind speed and direction instrument and two front and rear symmetrically arranged cameras. The underwater device includes a wave meter and a surface current meter. The wave meter and the surface current meter are in communication with the signal transmission device 530 through a built-in wireless device. In this embodiment, the power generation device 510 is a solar panel, which is more environmentally friendly and energy-saving on the sea surface. The central control device 520 is an electrical box that is protected from sunlight and seawater corrosion, thereby prolonging its service life. The Beidou positioning device in the signal transmission device 530 can update real-time positioning information. The 5G antenna can reduce data delay. The data transmission device transmits the collected data signals for confirmation and collection by the operator. The wind speed and direction instrument and the two front and rear symmetrically arranged cameras in the data detection device 540, the wave meter, and the surface current meter are used to obtain the wind direction and wind power of the sea surface, the wave direction, wave height, wave period, wavelength, and flow rate data of seawater. The effective data monitored by the monitoring device 500 can be used as reference data in the fields of marine forecasting, disaster prevention and mitigation, marine engineering, and navigation safety.

[0031] The monitoring device 500 also includes a guardrail 550 that surrounds the central control device 520, the signal transmission device 530, and the data detection device 540 in three directions. The power generation device 510 is located outside the guardrail 550. In this embodiment, the guardrail 550 can provide a support handrail for the operator who performs inspection, maintenance, and adjustment work on the upper platform. Placing the power generation device 510 outside the guardrail 550 can also avoid the risk of electric shock for the operator.

[0032] The anchor assembly 400 comprises an anchor, several cement anchors, a saddle chain, a short anchor chain, a mooring chain and a three-eye plate 410, three connection positions 120 are arranged on the vertical mechanism 100, and are arranged on the upper, left and right sides of the flow passage respectively, the cement anchors are fixed to the seabed through the anchor, the saddle chain is connected to the cement anchors through the three-eye plate 410, the three-eye plate 410 is connected to the three connection positions through the short anchor chain and the mooring chain, and is connected to the saddle chain. In the embodiment, the three-eye plate 410 for strengthening the uniform stress of the vertical mechanism 100 is connected to the connection positions 120, the three connection positions 120 are arranged on three points on the same plane, the arrangement of the three points can strengthen the stability of the connection between the vertical mechanism 100 and the anchor assembly 400, and the implementer can change the positions of the three points according to the sea area and the terrain state, as long as the effect of uniform stress can be achieved. In the embodiment, the functions of the anchor, the cement anchors, the saddle chain, the short anchor chain and the mooring chain in the anchor assembly 400 are not repeated, and the anchor assembly 400 is a device for stabilizing the floating platform so that the floating platform is not easily deviated by the sea waves.

[0033] Obviously, the above embodiments of the present application are only examples for clearly illustrating the technical solutions of the present application, and are not intended to limit the specific embodiments of the present application. Any modification, equivalent replacement and improvement made within the spirit and principle of the present application should be included in the protection scope of the present application.

Claims

1. A floating platform wave-breaking net, characterized in that: include: Two floating platforms, including a penetrating floating platform and a blocking floating platform placed vertically below the sea level, with a buffer floating space formed between the two floating platforms; A wave-breaking mechanism is located in the buffer floating space and is installed on the side of the blocking floating platform; Anchor assemblies are respectively arranged on both sides of the buffer floating space, and the penetration floating platform and the blocking floating platform are connected to the seabed through the anchor assemblies; A monitoring device for monitoring wind and wave data, comprising an above-water device and an underwater device, wherein the above-water device is provided on the upper surface of the blocking buoy and the underwater device is located below the blocking buoy; The penetration buoy is connected to the blocking buoy by a buffer floating assembly, and the penetration buoy includes at least two floating assemblies arranged on the waterline, and the floating assemblies form two floating surfaces that are movably connected on both sides of the buffer floating space; The penetration pontoon and the blocking pontoon both include a vertical mechanism, the vertical mechanism is at least more than 1 / 2 located below the waterline, the vertical mechanism includes a plurality of vertical plates forming a through-flow channel, the vertical mechanism is a rectangular parallelepiped shape; The wave-breaking mechanism is provided on one side of the vertical mechanism of the blocking platform, including a curved net in the wave-facing direction, the curved net including an extension plate and a curved net, the extension plate being above the waterline, the curved net having a through hole, the through hole being below the waterline; The first interception surface is formed by the extension plate, and the second interception surface is formed by the curved mesh. After the intercepted waves enter the second interception surface, some waves pass through the through holes and the curved mesh to form secondary waves. Some waves are blocked by the solid plate between the through holes and flow down to the remaining through holes, forming tertiary waves, fourth waves, and finally N waves. The vertical plate is provided with a mounting hole corresponding to the floating assembly and a convection hole for forming a transverse convection, wherein the mounting hole and the convection hole are a combination of a circular hole and an oblong hole; The top and bottom surfaces of the vertical mechanism provided on the penetrating floating platform are opened to form a plurality of convection channels; An operating platform is provided on the top surface of the vertical mechanism of the blocking floating platform for placing the monitoring device; The wave-breaking mechanism further includes side panels connected to both sides of the curved net and the vertical plate, and the side panels are provided with guide holes, the size of which gradually increases along both sides of the side panels toward the center; The above-water device includes a power generation device, a central control device, a signal transmission device, and a data detection device. The power generation device provides energy for the central control device. The data detection device collects data and transmits the data to the central control device through the signal transmission device. The power generation device is a plurality of solar panels. The signal transmission device includes a Beidou positioning device, a data transmission device, and a 5G antenna. The data detection device includes a wind speed and direction meter and two cameras symmetrically arranged in the front and rear. The underwater device includes a wave meter and a surface current meter. The wave meter and the surface current meter are connected to the signal transmission device through a built-in wireless device.

2. A floating platform wave-breaking net according to claim 1, characterized in that: The monitoring device further includes a guardrail, which is arranged in three directions around the central control device, the signal transmission device and the data detection device, and the power generation device is located outside the guardrail.

3. The floating platform wave-breaking net according to claim 1, characterized in that: The anchor assembly includes an anchor, several cement anchors, a saddle chain, a short anchor chain, a mooring anchor chain and a three-eye plate. The vertical mechanism is provided with three connection positions, which are respectively arranged on the upper, left and right sides of the flow channel. The cement anchor is fixed to the seabed through the anchor, the saddle chain is connected to the cement anchor through the three-eye plate, and the three-eye plate is connected to the three connection positions through the short anchor chain and the mooring anchor chain, and is connected to the saddle chain.

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