A high energy dissipation floating breakwater

Abstract

This invention discloses a high-energy-dissipation floating breakwater, relating to the field of breakwater technology. It includes a support frame floating on the water surface and floats and buoys providing buoyancy to the support frame. The floats are uniformly fixed to the center of the bottom surface of the support frame. This high-energy-dissipation floating breakwater, composed of a multi-layered plate-shaped external energy-dissipating assembly consisting of an inner plate, a middle plate, and an outer plate, can divert the water flow impacting the waves through the gaps between adjacent plate-shaped energy-dissipating components. Simultaneously, the diverted water oscillates back and forth within the small gaps between adjacent plate-shaped energy-dissipating components, dispersing the impact force. Furthermore, when the external energy-dissipating assembly is subjected to impact buffering, the three sets of internal energy-dissipating mechanisms can be adjusted in size via supports one, two, and three, rapidly dispersing the impact force generated by the waves converging on the external energy-dissipating assembly, ensuring the floating breakwater provides high energy dissipation protection.

Description

Technical Field

[0001] This invention relates to the field of breakwater technology, specifically to a high-energy-dissipating floating breakwater. Background Technology

[0002] Breakwaters, as a traditional marine engineering structure, primarily serve to prevent and mitigate waves, improve berthing stability within harbors, and protect the stability of designated waterways. Floating breakwaters consist of wave-damping buoys and mooring equipment.

[0003] According to Chinese Patent No. CN118621738A, a high-energy-dissipating floating breakwater is disclosed. This invention uses a connecting seat installed between two crossbeams, with a connecting sleeve fixedly sleeved on the connecting seat. When the floating breakwater encounters large wave fluctuations, the connecting rod can be pulled out from inside the connecting sleeve under the action of the counterweight and the pull rope. After the wave passes, the connecting rod is retracted into the connecting sleeve under the action of the return spring. This prevents damage to the anchoring caused by the large fluctuations of the floating breakwater when encountering large waves, and improves the safety of use.

[0004] When the above-mentioned technical solution is used, it dissipates the energy of the impact of the waves by setting up baffles, support springs and permeable holes. However, when the waves hit the baffles, the fast water flow generated by the waves will cause the impacted baffles to push the support plates, and the water flow through the permeable holes will also directly hit the support plates. As a result, it is impossible to disperse the fast-flowing water flow, making the floating breakwater of this solution very easy to vibrate, shift or even overturn when it is impacted. Summary of the Invention

[0005] The purpose of this invention is to provide a high energy dissipation floating breakwater to solve the problems mentioned in the background art.

[0006] To achieve the above objectives, the present invention provides the following technical solution: a high energy dissipation floating breakwater, comprising a support frame floating on the water surface and floats and pontoons providing buoyancy to the support frame, wherein the floats are uniformly fixed at the center of the bottom surface of the support frame, and the pontoons are fixed in a U-shape at the bottom of the support frame.

[0007] The two sides of the support frame are set as sloping structures. A fixed frame is installed on the outer wall of the sloping outer surface of the support frame. An external energy dissipation component to reduce the impact of waves is set in the middle of the fixed frame. The external energy dissipation component consists of an inner plate fixed to the inner wall of the fixed frame and a middle plate and an outer plate that extend and retract on the outside of the fixed frame.

[0008] The inner plate, middle plate and outer plate are all provided with interface, and an internal energy dissipation mechanism for dispersing the converging seawater is provided in the interface.

[0009] Preferably, a damper is fixed between the intermediate plate and the outer plate, and the telescopic end of the damper is fixed to the inner plate. The damper buffers and resets the movement of the intermediate plate and the outer plate.

[0010] Preferably, the interface of the inner plate is located on the upper and lower sides of the inner plate, the interface of the middle plate is located in the middle of the middle plate, and the interface of the outer plate is located on the upper and lower sides of the outer plate.

[0011] Preferably, the internal energy dissipation mechanism for dispersing converging seawater includes a guide plate that slides inside the interface.

[0012] A horn is fixed to one side of the guide plate, and a deformable elastic band is fixed between two adjacent horn tubes. An I-shaped limiting wheel is connected to the outer wall of the horn tube, and a tension spring is connected between two adjacent limiting wheels.

[0013] Preferably, the internal energy dissipation mechanism is distributed in two alternating layers on the outer plate;

[0014] The internal energy dissipation mechanisms are evenly distributed in the center of the middle plate, and the spacing between the internal energy dissipation mechanisms on the middle plate is half the spacing between the internal energy dissipation mechanisms on the outer plate.

[0015] The internal energy dissipation mechanism is distributed in two layers on the inner plate, and the internal energy dissipation mechanism on the inner plate and the internal energy dissipation mechanism on the outer plate are horizontally staggered.

[0016] A drainage channel is installed on the outside of the slope of the support frame. The drainage channel is composed of an upper partition and a lower equidistant drainage groove.

[0017] The water outlet openings of the horn tubes of the inner energy dissipation mechanism on the outer plate all face the slope of the support frame, and the horn tubes on the outer plate are simultaneously inserted into the inner plate and the middle plate.

[0018] Preferably, a bracket is installed on the inner plate near the inner energy dissipation mechanism on the outer plate, and two drive plates are symmetrically arranged on both sides of the bracket, with one of the drive plates passing through the inner plate and located between the inner plate and the middle plate.

[0019] A second bracket is installed on the inner plate near the inner energy dissipation mechanism on the middle plate. Two drive plates are symmetrically arranged on both sides of the second bracket, and both drive plates on the second bracket are located on one side of the inner plate.

[0020] The inner plate is provided with a third bracket near the inner energy dissipation mechanism on the inner plate, and two drive plates are symmetrically arranged on both sides of the third bracket.

[0021] Preferably, the upper side of the third bracket is slidably connected to a guide shaft that is fixed to the inner plate, and a transmission rack is also fixed on the upper surface of the third bracket. A drive gear that meshes with the transmission rack is provided between two adjacent guide shafts, and a limiting seat that is movably connected to the drive gear is fixed on the surface of the inner plate.

[0022] The outer edges of the inner plate and the intermediate plate are fixed with drive gear plates that mesh with the drive gear.

[0023] The drive plate, drive plate and drive plate all abut against the limit wheels on both sides of the horn tube.

[0024] Preferably, a water filter chamber is installed in the middle of the middle plate and the outer plate, and a permeation plate is installed on the side of the water filter chamber near the outer plate. A flow guide hood is provided inside the water filter chamber and fixed to the inner wall of the permeation plate. The flow guide hood is composed of an upper wide inclined plate, a lower narrow inclined plate and a baffle fixed between the upper wide inclined plate and the lower narrow inclined plate.

[0025] Preferably, a collector chamber is fixed on the slope on both sides of the support frame, and a water outlet is provided at the bottom of the collector chamber. A turbine blade for rotating power generation is movably connected to the middle of the collector chamber, and a water inlet is connected to the side of the collector chamber near the outer wall of the slope.

[0026] The horn of the energy dissipation mechanism on the intermediate plate passes through the inner plate, and the outlet opening of the horn is connected to the inlet.

[0027] The water outlet of the horn-shaped energy dissipation mechanism on the inner plate extends into the inclined body of the support frame, and the water outlet of the horn-shaped energy dissipation mechanism on the upper part of the inner plate is located on the upper side of the manifold.

[0028] The water outlet of the trumpet-shaped tube, located on the lower layer of the inner plate, is positioned on the lower side of the manifold.

[0029] Preferably, the bottom sides of the support frame near the slope are connected to anchor blocks below the sea surface via anchor chains;

[0030] An arc-shaped buffer groove is fixed at the top center of the support frame. The buffer groove provides elastic support to the slopes on both sides of the support frame. The surface of the buffer groove is also provided with a water guide slit for quick drainage of accumulated water.

[0031] A water collection chamber is fixed at the center of the inner side of the support frame.

[0032] Compared with the prior art, the beneficial effects of the present invention are as follows: the high energy dissipation floating breakwater, composed of an inner plate, a middle plate and an outer plate, forms a multi-layered plate-shaped external energy dissipation component. When buffering the impact of sea waves, the gap between two adjacent plate-shaped energy dissipation components can divert the water flow impacting the sea waves. At the same time, the diverted water oscillates back and forth in the small gap between two adjacent plate-shaped energy dissipation components, which can disperse the impact force. Furthermore, when the external energy dissipation component is subjected to impact buffering, the first, second and third supports can respectively drive the trumpet tubes of three sets of internal energy dissipation mechanisms to adjust the size of the internal channels, which can quickly disperse the impact force generated by the sea waves flowing into the external energy dissipation component, ensuring that the floating breakwater has a high energy dissipation protection function. Attached Figure Description

[0033] Figure 1 This is a schematic diagram of the first three-dimensional structure of the floating breakwater of the present invention;

[0034] Figure 2 This is a schematic diagram of the second three-dimensional structure of the floating breakwater of the present invention;

[0035] Figure 3 This is a side view sectional structural diagram of the floating breakwater of the present invention;

[0036] Figure 4 This is a three-dimensional structural diagram of the support frame of the present invention;

[0037] Figure 5 This is a three-dimensional structural diagram of the connection between the external energy dissipation component and the support frame of the present invention;

[0038] Figure 6 This is a three-dimensional structural schematic diagram of the external energy dissipation component of the present invention;

[0039] Figure 7 This is a three-dimensional exploded view of the external energy dissipation component of the present invention;

[0040] Figure 8 This is a three-dimensional structural diagram of the internal energy dissipation mechanism of the present invention, in which two horn tubes are brought close to each other.

[0041] Figure 9 This is a three-dimensional structural diagram of the internal energy dissipation mechanism that drives the two horn tubes to move away from each other using the first bracket of the present invention.

[0042] Figure 10 This is a three-dimensional structural diagram of the internal energy dissipation mechanism that drives the two horn tubes to move away from each other using the second bracket of the present invention.

[0043] Figure 11 This is a three-dimensional structural diagram of the internal energy dissipation mechanism that drives the two horn tubes away from each other using the third bracket of the present invention.

[0044] Figure 12 This is a three-dimensional structural diagram of the water filtration chamber of the present invention.

[0045] In the diagram: 1. Support frame; 101. Buffer tank; 102. Water collection tank; 103. Float; 2. Anchor chain; 3. Float; 4. Fixing frame; 5. External energy dissipation component; 501. Inner plate; 502. Intermediate plate; 502a. Diversion hopper; 502b. Filter tank; 502c. Permeable plate; 502d. Flow guide hood; 503. Outer plate; 503a. Through port; 504. Damper; 505. Connecting port; 506. Drainage channel 6. Internal energy dissipation mechanism; 601. Guide plate; 602. Horn tube; 603. Elastic belt; 604. Limiting wheel; 605. Tension spring; 7. Support No. 1; 701. Drive plate a; 8. Support No. 2; 801. Drive plate b; 9. Support No. 3; 901. Drive plate c; 902. Guide shaft; 903. Transmission rack; 904. Drive gear; 905. Drive gear plate; 10. Combustion chamber; 11. Turbine blade. Detailed Implementation

[0046] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0047] Please see Figures 1-5 The present invention provides a technical solution: a high energy dissipation floating breakwater, including a support frame 1 floating on the water surface and floats 103 and pontoons 3 providing buoyancy to the support frame 1. The floats 103 are uniformly fixed at the center of the bottom surface of the support frame 1, and the pontoons 3 are fixed in a U-shape at the bottom of the support frame 1. The two sides of the support frame 1 are set as sloping structures. Straight plate connectors are fixed on the surface of the support frame 1 on the side without pontoons 3 and on the side away from the side without pontoons 3.

[0048] In this embodiment, by fixing the straight plate connectors of two adjacent floating breakwaters together, multiple floating breakwaters can be horizontally combined and connected, thereby enabling multiple floating breakwaters to be spliced ​​and assembled. After multiple floating breakwaters are horizontally combined, the combination of float 103 and float 3 can ensure that the floating breakwaters float stably on the water surface for use.

[0049] Please see Figures 1-4An arc-shaped buffer groove 101 is fixed at the top center of the support frame 1. The buffer groove 101 provides elastic support for the slopes on both sides of the support frame 1. The surface of the buffer groove 101 is also provided with a water guide slit for quickly draining accumulated water. A water collection chamber 102 is fixed at the inner center of the support frame 1. A tie rod is connected through the top of the slopes on both sides of the support frame 1. The tie rod tightens and limits the two slopes and keeps the buffer groove 101 in an arc-shaped compressed state.

[0050] In this embodiment, when waves crash against the ramps on both sides of the support frame 1, the buffer groove 101 can provide elastic buffering for the ramps on both sides of the support frame 1, thereby allowing the top of the ramps of the support frame 1 to deform appropriately, and the buffer groove 101 can also be used to reset the ramps on both sides of the support frame 1.

[0051] When water from the waves crashing against the support frame 1 falls into the arc-shaped buffer trough 101, it can be quickly drained downwards through the water guide seams on the surface of the buffer trough 101, thus allowing the water to be stored in the collection tank 102. The water-storing collection tank 102 can increase the weight at the center of the support frame 1 of the breakwater, thereby ensuring that the center of gravity of the breakwater is in a downward position, preventing it from overturning due to the waves. At the same time, when the waves impact the slope of the breakwater, the water stored in the collection tank 102 will also flow laterally, thereby dispersing the impact force of the waves on the breakwater.

[0052] Please see Figures 1-3 The support frame 1 is connected to the bottom of the two sides of the slope through anchor chains 2 to the anchor piers below the sea surface. The support frame 1 of the floating breakwater is pulled by the anchor chains 2 to prevent the floating breakwater from shifting or overturning.

[0053] Please see Figures 1-3 , Figure 5 and Figure 7 A fixed frame 4 is installed on the outer wall of the slope of the support frame 1. An external energy dissipation component 5 is provided in the middle of the fixed frame 4 to reduce the impact of waves. The external energy dissipation component 5 consists of an inner plate 501 fixed on the inner wall of the fixed frame 4 and a middle plate 502 and an outer plate 503 that extend and retract on the outside of the fixed frame 4.

[0054] A damper 504 is fixed between the intermediate plate 502 and the outer plate 503. The telescopic end of the damper 504 is fixed on the inner plate 501. The damper 504 buffers and resets the movement of the intermediate plate 502 and the outer plate 503.

[0055] In this embodiment, when the multi-layer plate-shaped external energy dissipation component 5, which is composed of inner plate 501, middle plate 502 and outer plate 503, buffers the impact of sea waves, the gap between two adjacent plate-shaped energy dissipation components can divert the water flow impacted by the sea waves. At the same time, the diverted water oscillates back and forth in the small gap between two adjacent plate-shaped energy dissipation components, which can disperse the impact force.

[0056] An immovable inner plate 501 is fixed to the inner wall of the fixed frame 4. The middle plate 502 and the outer plate 503 are elastically supported by dampers 504 evenly distributed on the inner plate 501. When the two sides of the floating breakwater are impacted by waves, the waves will first impact the outer plate 503 on the outside of the slope. Since the outer plate 503 is fixed to the middle plate 502, the outer plate 503 and the middle plate 502 will compress the dampers 504 when they are impacted and squeezed by the waves. The compression of the dampers 504 is used to buffer and dissipate energy between the middle plate 502 and the outer plate 503, so that the outer energy can be dissipated once before the waves impact the slope of the support frame 1, thereby providing energy dissipation protection for the support frame 1.

[0057] Please see Figure 1 , Figure 3 , Figure 5 and Figure 7 The surface of the intermediate plate 502 is rotatably connected to the diversion hopper 502a, the surface of the outer plate 503 is provided with a through 503a that connects with the diversion hopper 502a, the surface of the diversion hopper 502a is provided with a diversion slit, and the inner wall of the diversion hopper 502a is fixed with a spiral plate.

[0058] In this embodiment, when the waves impact the outer plate 503, some of the water flow will rush into the diversion bucket 502a. The rapid impact of the water flow on the spiral plate on the inner wall of the diversion bucket 502a can cause the water flow to rotate when it is introduced into the diversion bucket 502a. Some of the rotating water flow in the diversion bucket 502a will be thrown out along the diversion seam, so that the excess water flow can be discharged from the diversion seam. The discharged water flow will flow back into the sea along the gap between the inner plate 501, the middle plate 502 and the outer plate 503. At the same time, the remaining water flow will be discharged along the diversion bucket 502a towards the inner plate 501.

[0059] Please see Figures 1-3 , Figures 5-7 and Figure 12 A water filter chamber 502b is installed in the middle of the middle plate 502 and the outer plate 503. A permeation plate 502c is installed on the side of the water filter chamber 502b near the outer plate 503. A flow guide shroud 502d is provided inside the water filter chamber 502b and fixed to the inner wall of the permeation plate 502c. The flow guide shroud 502d is composed of an upper wide inclined plate, a lower narrow inclined plate and a baffle fixed between the upper wide inclined plate and the lower narrow inclined plate.

[0060] In this embodiment, the permeation plate 502c can filter and block floating debris in the water. When the waves crash against the permeation plate 502c, some water will pass through the permeation plate 502c, so that the water flow will be transported to the middle position of the inner plate 501 along the upper wide inclined plate, the lower narrow inclined plate and the baffle of the flow guide shroud 502d.

[0061] It is important to note that when the water flows from top to bottom between the intermediate plate 502 and the outer plate 503, the water will pass over the filter chamber 502b and flow along the upper wide inclined plate of the guide shroud 502d in a concentrated manner, adhering to the intermediate plate 502, ensuring that the filter chamber 502b can generate confluence from two directions.

[0062] Please see Figures 1-3 and Figures 5-11 The inner plate 501, the middle plate 502 and the outer plate 503 are all provided with interface 505. The interface 505 of the inner plate 501 is located on the upper and lower sides of the inner plate 501, the interface 505 of the middle plate 502 is located in the middle of the middle plate 502, and the interface 505 of the outer plate 503 is located on the upper and lower sides of the outer plate 503. An internal energy dissipation mechanism 6 for dispersing the converging seawater is provided in the interface 505.

[0063] The internal energy dissipation mechanism 6 for dispersing converging seawater includes a guide plate 601 that slides inside the interface 505.

[0064] A horn tube 602 is fixed on one side of the guide plate 601. A deformable elastic band 603 is fixed between two adjacent horn tubes 602. An I-shaped limiting wheel 604 is connected to the outer wall of the horn tube 602. A tension spring 605 is connected between two adjacent limiting wheels 604.

[0065] In this embodiment, when smaller waves are hitting the outer plate 503, the outer plate 503 and the middle plate 502 will not elastically compress the damper 504. At this time, the water flow will enter the inner energy dissipation mechanism 6 on the outer plate 503 through the opening 503a on the outer plate 503. The water entering the filter chamber 502b will enter the inner energy dissipation mechanism 6 on the middle plate 502. The water entering the diversion bucket 502a will enter the inner energy dissipation mechanism 6 on the inner plate 501. At this time, the small amount of water flow can be dispersed and converged through the narrow-mouthed trumpet tube 602.

[0066] Please see Figures 7-11 The guide plate 601 has a protruding post fixed on its surface, and the interface 505 has protrusions on both sides. The protrusions can block the protruding post. The tension spring 605 tightens the two adjacent limit wheels 604, so that the protruding post on the two adjacent guide plates 601 can abut against the protrusions on both sides of the interface 505, thereby ensuring that the two horn tubes 602 are centered on one side of the interface 505.

[0067] Please refer to Figures 1-3 and Figures 5-7 The internal energy dissipation mechanism 6 is distributed at two levels up and down on the outer plate 503 at intervals, and is distributed at equal intervals in the center on the middle plate 502. Moreover, the spacing of the internal energy dissipation mechanism 6 on the middle plate 502 is half of the spacing of the internal energy dissipation mechanism 6 on the outer plate 503. The internal energy dissipation mechanism 6 is distributed at two levels up and down on the inner plate 501 at intervals, and the internal energy dissipation mechanism 6 on the inner plate 501 and the internal energy dissipation mechanism 6 on the outer plate 503 are horizontally offset;

[0068] A drainage channel 506 is installed on the outer side of the slope of the support frame 1. The drainage channel 506 is composed of an upper partition plate and lower equidistant drainage grooves. The water outlet ends of the trumpet-shaped cylinders 602 of the internal energy dissipation mechanism 6 on the outer plate 503 all face the slope of the support frame 1, and the trumpet-shaped cylinders 602 on the outer plate 503 penetrate and are inserted into the inner plate 501 and the middle plate 502 at the same time.

[0069] In this embodiment, when the upper-layer internal energy dissipation mechanism 6 of the outer plate 503 exports water flow, the trumpet-shaped cylinder 602 on the upper layer of the outer plate 503 will cause the water flow to converge at the upper partition plate of the drainage channel 506, and the water flow will be exported along the lower drainage grooves when flowing horizontally, so as to evenly import the water flow into the sea. When the lower-layer internal energy dissipation mechanism 6 of the outer plate 503 exports water flow, the trumpet-shaped cylinder 602 on the lower layer of the outer plate 503 will cause the water flow to be imported into the sea along the slope of the support frame 1. Therefore, the two layers of internal energy dissipation mechanisms 6 provided on the outer plate 503 can disperse the energy of the waves hitting the outer plate 503 and cause the water to flow back.

[0070] Please refer to Figures 1-5 Converging bins 10 are fixed on the slopes on both sides of the support frame 1, and water outlets are provided at the bottoms of the converging bins 10. A turbine blade 11 for rotational power generation is movably connected to the middle of the converging bins 10, and a water inlet is connected to one side of the converging bins 10 close to the outer wall surface of the slope;

[0071] The trumpet-shaped cylinders 602 of the internal energy dissipation mechanism 6 on the middle plate 502 penetrate the inner plate 501, and the water outlet ends of the trumpet-shaped cylinders 602 are all docked with the water inlets; the electric energy generated by the turbine blade 11 is stored through an additional supporting energy storage device.

[0072] It should be emphasized that when the water entering the water filtration bin 502b flows towards the middle plate 502, the flowing water will enter the converging bin 10 along the trumpet-shaped cylinders 602 and the water inlets on the middle plate 502. When the converging bin 10 is filled with water from the outside to the inside, the water flow will be exported from the water outlet at the bottom of the converging bin 10, so that the flowing water will drive the turbine blade 11 to rotate and generate electricity, and the generated electric energy is transmitted to the energy storage device supporting this breakwater for storage. This is the prior art and will not be elaborated here.

[0073] Please see Figures 3-5 The water outlet of the horn tube 602 of the inner energy dissipation mechanism 6 on the inner plate 501 extends into the slope of the support frame 1. The water outlet of the horn tube 602 on the upper layer of the inner plate 501 is located on the upper side of the manifold 10; the water outlet of the horn tube 602 on the lower layer of the inner plate 501 is located on the lower side of the manifold 10.

[0074] In this embodiment, when water flows from the diversion hopper 502a to the internal energy dissipation mechanism 6 on the inner plate 501, the horn 602 on the upper layer of the inner plate 501 will introduce the water flow into the water collection tank 102 for storage, and the horn 602 on the lower layer of the inner plate 501 will introduce the water flow into the sea for discharge. Thus, the horn 602 on the upper layer of the inner plate 501 can introduce ocean wave water as a supplementary water source into the water collection tank 102.

[0075] Please see Figure 3 and Figures 5-11 A bracket 7 is installed on the inner plate 501 near the inner energy dissipation mechanism 6 on the outer plate 503. Two drive plates a701 are symmetrically arranged on both sides of the bracket 7, and one of the drive plates a701 passes through the inner plate 501 and is located between the inner plate 501 and the middle plate 502.

[0076] A second bracket 8 is installed on the inner plate 501 near the inner energy dissipation mechanism 6 on the middle plate 502. Two drive plates b801 are symmetrically arranged on both sides of the second bracket 8, and both drive plates b801 on the second bracket 8 are located on one side of the inner plate 501.

[0077] A third bracket 9 is provided near the internal energy dissipation mechanism 6 on the inner plate 501. Two drive plates c901 are symmetrically arranged on both sides of the third bracket 9. A guide shaft 902 fixed to the inner plate 501 is slidably connected to the upper side of the third bracket 9. A transmission rack 903 is also fixed on the upper surface of the third bracket 9. A drive gear 904 that meshes with the transmission rack 903 is provided between two adjacent guide shafts 902. A limiting seat that is movably connected to the drive gear 904 is fixed on the surface of the inner plate 501. A drive gear plate 905 that meshes with the drive gear 904 is fixed on the outer edge of the inner plate 501 and the intermediate plate 502.

[0078] Drive plate a701, drive plate b801 and drive plate c901 all abut against the limiting wheels 604 on both sides of the horn tube 602.

[0079] In specific implementation, when the impact force generated by the waves hitting the outer plate 503 is large, causing the outer plate 503 and the middle plate 502 to compress the damper 504 together, the internal energy dissipation mechanism 6 on the outer plate 503 and the middle plate 502 will move synchronously towards the inner plate 501. As a result, the horn tube 602 located on the outer plate 503 and the middle plate 502 will drive the limiting wheel 604 to move from the narrow part of the drive plate a701 and the drive plate b801 to the wide part, thereby enabling the two adjacent limiting wheels 604 to move away from each other and realize the stretching traction of the tension spring 605. When the two adjacent horn tubes 602 move away from each other, the deformable elastic band 603 can be unfolded, and when the two horn tubes 602 move away from each other, the guide plate 601 will slide directionally along the interface 505.

[0080] When the outer plate 503 and the middle plate 502 compress the damper 504 together, the drive tooth plate 905 on the outer edge of the outer plate 503 and the middle plate 502 will drive the drive gear 904 in the limit seat to rotate, so that the drive gear 904 can mesh with the transmission rack 903, causing the transmission rack 903 to drive the third bracket 9 to move along the guide shaft 902 towards the inner plate 501. Thus, the third bracket 9 will drive the drive plate c901 to press the limit wheels 604 on both sides of the horn 602 on the inner plate 501, so that the deformable elastic band 603 can be unfolded when the two adjacent horn 602 move away from each other. At the same time, when the two horn 602 move away from each other, the guide plate 601 will slide in a direction along the interface 505 of the inner plate 501.

[0081] When the outer plate 503 and the middle plate 502 of the external energy dissipation component 5 move closer to the inner plate 501 together, the three sets of internal energy dissipation mechanisms 6 can be driven by the first bracket 7, the second bracket 8 and the third bracket 9 respectively to adjust the size of the internal channel, thereby accelerating the water flow to achieve rapid diversion, and thus quickly dispersing the impact force generated by the ocean waves flowing onto the external energy dissipation component 5.

Claims

1. A high-energy-dissipating floating breakwater, comprising a support frame (1) floating on the water surface and floats (103) and pontoons (3) providing buoyancy to the support frame (1), wherein the floats (103) are uniformly fixed at the center of the bottom surface of the support frame (1), and the pontoons (3) are fixed in a U-shape at the bottom of the support frame (1); characterized in that: The two sides of the support frame (1) are set as slope structures. A fixed frame (4) is installed on the outer wall of the slope of the support frame (1). An external energy dissipation component (5) to reduce the impact of sea waves is set in the middle of the fixed frame (4). The external energy dissipation component (5) is composed of an inner plate (501) fixed on the inner wall of the fixed frame (4) and a middle plate (502) and an outer plate (503) that move telescopically on the outside of the fixed frame (4). The inner plate (501), the middle plate (502) and the outer plate (503) are all provided with a connecting interface (505). The connecting interface (505) is provided with an internal energy dissipation mechanism (6) for dispersing the converging seawater. The internal energy dissipation mechanism (6) for dispersing the converging seawater includes a guide plate (601) that slides inside the connecting interface (505). A horn tube (602) is fixed on one side of the guide plate (601), and a deformable elastic band (603) is fixed between two adjacent horn tubes (602). An I-shaped limiting wheel (604) is connected to the outer wall of the horn tube (602), and a tension spring (605) is connected between two adjacent limiting wheels (604). A bracket (7) is installed on the inner plate (501) near the inner energy dissipation mechanism (6) on the outer plate (503). Two drive plates a (701) are symmetrically arranged on both sides of the bracket (7), and one of the drive plates a (701) penetrates the inner plate (501) and is located between the inner plate (501) and the middle plate (502). The inner plate (501) is equipped with a second bracket (8) near the internal energy dissipation mechanism (6) on the middle plate (502). Two drive plates b (801) are symmetrically arranged on both sides of the second bracket (8), and the two drive plates b (801) on the second bracket (8) are located on one side of the inner plate (501). The inner plate (501) is provided with a third bracket (9) near the inner energy dissipation mechanism (6) on the inner plate (501), and two drive plates c (901) are symmetrically arranged on both sides of the third bracket (9). When the impact force generated by the waves hitting the outer plate (503) is large, the internal energy dissipation mechanism (6) on the outer plate (503) and the middle plate (502) will move synchronously towards the inner plate (501). As a result, the horn tubes (602) on the outer plate (503) and the middle plate (502) will drive the limiting wheel (604) to move from the narrow part of the drive plate a (701) and the drive plate b (801) to the wide part. This will enable the two adjacent limiting wheels (604) to move away from each other and achieve the stretching traction of the tension spring (605). When the two adjacent horn tubes (602) move away from each other, the deformable elastic band (603) can be unfolded.

2. The high energy dissipation floating breakwater according to claim 1, characterized in that: A damper (504) is fixed between the intermediate plate (502) and the outer plate (503). The telescopic end of the damper (504) is fixed on the inner plate (501). The damper (504) buffers and resets the movement of the intermediate plate (502) and the outer plate (503).

3. The high energy dissipation floating breakwater according to claim 2, characterized in that: The interface (505) of the inner plate (501) is located on the upper and lower sides of the inner plate (501), the interface (505) of the middle plate (502) is located in the middle of the middle plate (502), and the interface (505) of the outer plate (503) is located on the upper and lower sides of the outer plate (503).

4. The high energy dissipation floating breakwater according to claim 1, characterized in that: The internal energy dissipation mechanism (6) is distributed in two layers on the outer plate (503); The internal energy dissipation mechanism (6) is centrally and equally spaced on the intermediate plate (502), and the spacing of the internal energy dissipation mechanism (6) on the intermediate plate (502) is half the spacing of the internal energy dissipation mechanism (6) on the outer plate (503); The internal energy dissipation mechanism (6) is distributed in two layers on the inner plate (501), and the internal energy dissipation mechanism (6) on the inner plate (501) and the internal energy dissipation mechanism (6) on the outer plate (503) are horizontally staggered. A flow channel (506) is installed on the outside of the slope of the support frame (1). The flow channel (506) is composed of an upper partition and a lower equidistant flow groove. The water outlet openings of the horn tube (602) of the inner energy dissipation mechanism (6) on the outer plate (503) all face the slope of the support frame (1), and the horn tube (602) on the outer plate (503) is simultaneously inserted into the inner plate (501) and the middle plate (502).

5. A high energy dissipation floating breakwater according to claim 1, characterized in that: The upper side of the third bracket (9) is slidably connected to a guide shaft (902) fixed to the inner plate (501). The upper surface of the third bracket (9) is also fixed with a transmission rack (903). A drive gear (904) meshing with the transmission rack (903) is provided between two adjacent guide shafts (902). The surface of the inner plate (501) is fixed with a limiting seat that is movably connected to the drive gear (904). The outer edges of the inner plate (501) and the intermediate plate (502) are fixed with drive gear plates (905) that mesh with the drive gear (904). Drive plate a (701), drive plate b (801) and drive plate c (901) all abut against the limiting wheels (604) on both sides of the horn tube (602).

6. A high energy dissipation floating breakwater according to claim 1, characterized in that: A water filter chamber (502b) is installed in the middle of the intermediate plate (502) and the outer plate (503). A permeation plate (502c) is installed on the side of the water filter chamber (502b) near the outer plate (503). A flow guide hood (502d) is provided inside the water filter chamber (502b) and fixed to the inner wall of the permeation plate (502c). The flow guide hood (502d) is composed of an upper wide inclined plate, a lower narrow inclined plate and a baffle fixed between the upper wide inclined plate and the lower narrow inclined plate.

7. A high energy dissipation floating breakwater according to claim 1, characterized in that: The support frame (1) has a sloping body fixed on both sides of the slope body, and the bottom of the sloping body (10) is provided with a water outlet. The middle part of the sloping body (10) is movably connected to a turbine blade (11) for rotating power generation. The side of the sloping body (10) near the outer wall of the slope body is connected to a water inlet. The horn tube (602) of the internal energy dissipation mechanism (6) on the intermediate plate (502) penetrates the inner plate (501), and the water outlet opening of the horn tube (602) is connected to the water inlet. The water outlet of the horn tube (602) of the inner energy dissipation mechanism (6) on the inner plate (501) extends into the slope of the support frame (1), and the water outlet of the horn tube (602) on the upper layer of the inner plate (501) is located on the upper side of the confluence chamber (10). The water outlet of the horn tube (602) located in the lower layer of the inner plate (501) is set on the lower side of the manifold (10).

8. A high energy dissipation floating breakwater according to claim 1, characterized in that: The support frame (1) is connected to the anchor piers below the sea surface via anchor chains (2) on both sides of the bottom of the slope. An arc-shaped buffer groove (101) is fixed at the top center of the support frame (1). The buffer groove (101) provides elastic support to the slopes on both sides of the support frame (1). The surface of the buffer groove (101) is also provided with a water guide slit for quickly draining accumulated water. A water collection tank (102) is fixed at the center of the inner side of the support frame (1).

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