A vibration suppression device for offshore wind power single pile foundation sleeve cage

By installing flow-breaking plates, turbulence-disrupting components, and vibration-damping components on the monopile foundation cage of offshore wind turbines, and using intelligent adjustment and guide plates to disrupt the ocean current, the problem of the inability to weaken the impact force of the ocean current is solved. This achieves the reduction of ocean current turbulence and vibration, protects the cage safety, and extends the service life of the wind turbine.

CN120889305BActive Publication Date: 2025-12-05NANTONG YANENG EQUIP TECH CO LTD
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Patent Information

Application Number
CN202511404208.4
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2025-09-29
Publication Date
2025-12-05
Estimated Expiration
2045-09-29

AI Technical Summary

Technical Problem

Existing technologies cannot effectively weaken the impact of ocean currents, which may lead to eddies when the currents converge, increasing the risk of damage to the wind turbine cage and shortening the service life of the wind turbine.

Method used

It adopts a combined structure of equilateral rectangular flow disruptor, flow turbulence component, flow guide plate and vibration damping component. The ocean current is detected in real time by intelligent adjustment component and acoustic Doppler current profiler. The flow guide plate folding and the guide plate interfere with the flow direction of the ocean current. Combined with liquid damping device, the vibration is reduced.

Benefits of technology

It effectively reduces the impact of ocean currents, prevents the formation of eddies, protects the cage, improves the working efficiency of the device, and extends its service life.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application belongs to the technical field of wind turbine auxiliary work, and discloses a sea wind power single-pile foundation cage vibration suppression device, which comprises a flow breaking plate in the shape of an equilateral rectangle and turbulence components respectively installed at four corners of the flow breaking plate. The application is characterized by the cooperation of the flow breaking plate and the turbulence components. When one acoustic Doppler current profiler detects that the sea current impact force is too large, the outer end of the guide plate is controlled by the intelligent adjusting component to face the sea current. The sea current is divided by the flow dividing box and reaches the other two flow dividing boxes through the slots on the guide plate. The sea current is cut by one side of the guide plate first, contacts several guide plates two, and is in a turbulent state. The guide plate two is in a fixed posture and is not the same as the direction of the sea current. The sea current is completely disturbed to prevent the flow rate from not being reduced and combining with other sea currents to form larger sea currents or vortexes, reduce the impact of the sea current on other cages, and further protect the safety of the cages in other areas.
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Description

Technical Field

[0001] This invention belongs to the field of auxiliary working technology of wind turbine units, specifically a vibration damping device for offshore wind power monopile foundation cages. Background Technology

[0002] Monopiles are the most common type of foundation for offshore wind turbines. They are typically driven into the seabed by piling or drilling to support the wind turbine tower. In order to prevent the soil around the foundation pile from being washed away by ocean currents, a cage is used to protect the monopile. The cage is usually made of concrete blocks or synthetic materials, which can effectively disperse the impact of water flow.

[0003] However, it is important to note that due to the chaotic nature of seawater flow, the impact directions on the cage vary. Furthermore, the vibrations generated by the current impacting the cage can gradually cause internal components of the wind turbine to detach, thus shortening the turbine's lifespan. Existing technologies use tuned mass dampers to achieve vibration suppression, but this does not weaken the impact force of the current. When the current passes through a cage and merges with other currents, it is highly likely to generate eddies, increasing the likelihood of damage to the cage at sea. Therefore, we provide a vibration suppression device for offshore wind turbine monopile foundation cages. Summary of the Invention

[0004] To address the problems mentioned in the background art, the present invention provides a vibration damping device for offshore wind turbine monopile foundation cages, which solves the problem that existing technical solutions cannot weaken the impact force of ocean currents. When ocean currents pass through the cage and merge with other ocean currents, they are very likely to generate eddies, thereby increasing the risk of damage to the cages at sea.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a vibration damping device for a monopile foundation of offshore wind power, comprising a flow-breaking plate in the shape of an equilateral rectangle and flow-disrupting components respectively installed at the four corners of the flow-breaking plate;

[0006] The flow-breaking plate is sleeved on the outer periphery of the cage;

[0007] Several guide vanes are equidistantly hinged to the four sides of the baffle.

[0008] Several intelligent adjustment components are installed on the top of the baffle and are used to adjust the tilt angle of each row of baffles respectively;

[0009] The turbulence-disrupting assembly includes a pressure box fixed inside the flow-breaking plate, a highly elastic rubber block inside the pressure box, a guide rod movably sleeved inside the flow-breaking plate, one end of the guide rod being connected to the highly elastic rubber block, and the other end of the guide rod being hinged to a flow-diverting box.

[0010] A plurality of guide plates I are equidistantly installed on both sides of the flow splitter box in the vertical direction, a plurality of guide plates II are installed inside the flow splitter box, every two guide plates II in the horizontal direction form a group and are in the shape of an "eight", and an acoustic Doppler current profiler is installed on the outside of the flow splitter box for detecting the flow speed and direction of seawater.

[0011] The shock-absorbing assembly is installed on the cage and located on the sea level.

[0012] A plurality of connecting rods are used for connecting the pressure boxes and the shock-absorbing assembly.

[0013] Preferably, the four corners of the breaking plate are chamfered, the flow splitter box is movably penetrated through the chamfered part of the breaking plate, the flow splitter box is in the shape of an isosceles triangle and the top vertex is hingedly connected to the guide rod, the outside of the flow splitter box is in the shape of a circular arc, and the end of the guide plate close to the breaking plate is provided with a notch.

[0014] Preferably, the breaking plate is composed of four independent structures, the inner side of each independent structure is in the shape of a circular arc and forms a whole circle after being combined into the breaking plate, and the upper and lower ends of the circular arc are equiangularly provided with holes.

[0015] Preferably, the intelligent adjusting assembly comprises a protection box fixed on the top of the breaking plate, a waterproof hydraulic rod movably penetrating through the side surface of the protection box is arranged in the protection box, the end of the waterproof hydraulic rod is movably connected with a push rod through a guide rod, and the guide plates in the same row are commonly hingedly connected to the push rod.

[0016] Preferably, a metal cover fixedly installed by bolts is arranged on the top of the protection box, the protection box is filled with air, and a rubber sealing ring is arranged on the contact part between the telescopic end of the waterproof hydraulic rod and the side surface of the protection box.

[0017] Preferably, the push rod is composed of two metal rods with equal lengths, the two metal rods are fixedly installed on the guide rod through the cooperation of bolts and nuts, and each intelligent adjusting assembly is arranged on each independent structure in the breaking plate.

[0018] Preferably, the shock-absorbing assembly comprises a shock-absorbing box filled with liquid, a plurality of shock-absorbing plates are equidistantly arranged in the shock-absorbing box, a conducting rod movably penetrating through the shock-absorbing box is arranged on the bottom of the shock-absorbing box, the edge of the conducting rod is connected with the shock-absorbing box through a rubber layer, and the bottom of the conducting rod is fixedly connected with the connecting rod through bolts.

[0019] Preferably, the shock-absorbing assembly further comprises a cover plate fixedly installed on the top of the shock-absorbing box through bolts, and the liquid level in the shock-absorbing box is higher than the top of the conducting rod.

[0020] Compared with the prior art, the application has the following beneficial effects:

[0021] The present application is characterized in that the cooperation of the breakwater plate and the turbulence assembly is provided, when the sea current impact force is too large, which is detected by one acoustic Doppler current profiler, the outer end of the guide plate is controlled by the intelligent adjusting assembly to face the sea current, the sea current is divided by the flow dividing box and reaches the other two flow dividing boxes through the slot on the guide plate, the sea current impacts the two side flow dividing boxes and is cut by the one side guide plate, and then contacts the several guide plates two, the guide plate two is in a fixed posture and is not the same as the direction of the sea current, the sea current is in a turbulent state, is guided by the two rows of guide plates at the lower end to impact the flow dividing box at the lower end, and is completely disturbed, so that the flow rate is not reduced and the sea current or vortex is not formed by the convergence of other sea currents, the impact of the sea current on other cages is reduced, and the safety of the cages in other areas is further protected.

[0022] The present application is characterized in that the cooperation of the breakwater plate and the turbulence assembly is provided, when the sea current impact force is too large, which is detected by one acoustic Doppler current profiler, the outer end of the guide plate is controlled by the intelligent adjusting assembly to face the sea current, the sea current is divided by the flow dividing box and reaches the other two flow dividing boxes through the slot on the guide plate, the sea current impacts the two side flow dividing boxes and is cut by the one side guide plate, and then contacts the several guide plates two, the guide plate two is in a fixed posture and is not the same as the direction of the sea current, the sea current is in a turbulent state, is guided by the two rows of guide plates at the lower end to impact the flow dividing box at the lower end, and is completely disturbed, so that the flow rate is not reduced and the sea current or vortex is not formed by the convergence of other sea currents, the impact of the sea current on other cages is reduced, and the safety of the cages in other areas is further protected.

[0023] The present application is characterized in that the cooperation of the breakwater plate and the turbulence assembly is provided, when the sea current impact force is too large, which is detected by one acoustic Doppler current profiler, the outer end of the guide plate is controlled by the intelligent adjusting assembly to face the sea current, the sea current is divided by the flow dividing box and reaches the other two flow dividing boxes through the slot on the guide plate, the sea current impacts the two side flow dividing boxes and is cut by the one side guide plate, and then contacts the several guide plates two, the guide plate two is in a fixed posture and is not the same as the direction of the sea current, the sea current is in a turbulent state, is guided by the two rows of guide plates at the lower end to impact the flow dividing box at the lower end, and is completely disturbed, so that the flow rate is not reduced and the sea current or vortex is not formed by the convergence of other sea currents, the impact of the sea current on other cages is reduced, and the safety of the cages in other areas is further protected. BRIEF DESCRIPTION OF DRAWINGS

[0024] Figure 1 It is an appearance structure schematic view of the present application;

[0025] Figure 2 It is a breakwater plate and its structure schematic view of the present application;

[0026] Figure 3 It is a breakwater plate and a turbulence assembly structure cooperation schematic view of the present application;

[0027] Figure 4 It is a flow dividing box internal structure schematic view of the present application;

[0028] Figure 5 It is a sea water flow impact turbulence assembly schematic view of the present application;

[0029] Figure 6 This is a schematic diagram of the flow-breaking plate structure of the present invention;

[0030] Figure 7 For the present invention Figure 6 Enlarged view of point A in the middle;

[0031] Figure 8 This is a schematic diagram of the cooperation between the guide rod and the push rod structure of the present invention;

[0032] Figure 9 This is a schematic diagram showing the positions of several vibration damping components of the present invention;

[0033] Figure 10 This is a schematic diagram of the exploded structure of the vibration damping component of the present invention.

[0034] In the diagram: 1. Flow disruptor; 2. Flow turbulence assembly; 21. Pressure box; 22. High-elasticity rubber block; 23. Guide rod; 24. Diverter box; 25. Guide plate one; 26. Guide plate two; 27. Acoustic Doppler velocity profiler; 3. Flow deflector; 4. Intelligent adjustment assembly; 41. Protective box; 42. Waterproof hydraulic rod; 43. Guide rod; 44. Push rod; 5. Connecting rod; 6. Vibration damping assembly; 61. Vibration damping box; 62. Cover plate; 63. Vibration damping plate; 64. Conducting rod; 65. Rubber layer. Detailed Implementation

[0035] 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.

[0036] like Figures 1 to 10 As shown, the present invention provides a vibration damping device for a single pile foundation cage for offshore wind power, including a flow-breaking plate 1 in the shape of an equilateral rectangle and flow-disrupting components 2 respectively installed at the four corners of the flow-breaking plate 1.

[0037] One flow-breaking plate is installed on the outer periphery of the cage;

[0038] Several guide plates 3 are equidistantly hinged to the four sides of the flow breaker 1;

[0039] Several intelligent adjustment components 4 are installed on the top of the baffle 1 and are used to adjust the tilt angle of each row of guide vanes 3 respectively;

[0040] The turbulence assembly 2 comprises a pressure box 21 fixed inside the breaking plate 1, the inside of the pressure box 21 is provided with a high-elastic rubber block 22, the inside of the breaking plate 1 movably sheaths a guide rod 23, one end of the guide rod 23 is connected with the high-elastic rubber block 22, the other end of the guide rod 23 is hinged with a shunt box 24;

[0041] A plurality of guide plates one 25 are installed on the two sides of the shunt box 24 in the vertical direction respectively, a plurality of guide plates two 26 are installed inside the shunt box 24, every two guide plates two 26 in the horizontal direction are a group and are in the shape of "eight", an acoustic Doppler current profiler 27 for detecting the flow speed and flow direction of seawater is installed on the outside of the shunt box 24;

[0042] A plurality of shock absorption assemblies 6 distributed at equal angles are further included, the shock absorption assemblies 6 are installed on the sleeve cage and located on the sea level;

[0043] A plurality of connecting rods 5 for connecting each pressure box 21 and shock absorption assembly 6.

[0044] The four corners of the breaking plate 1 are chamfered, the shunt box 24 movably penetrates the chamfered part of the breaking plate 1, the shunt box 24 is in the shape of isosceles triangle and the apex is hinged on the guide rod 23, the outside of the shunt box 24 is in the shape of circular arc, and the end of the guide plate 3 close to the breaking plate 1 is provided with a notch.

[0045] The above scheme is adopted: as shown in the turbulence assembly 2 and the breaking plate 1, Figure 5 When the impact force of the sea current is too large, which is detected by one of the acoustic Doppler current profilers 27 in real time, the guide plate 3 located on the two sides of the acoustic Doppler current profiler 27 is controlled to be folded through the intelligent adjusting assembly 4, so that the outer end of the guide plate 3 faces the direction of the sea current, when the sea current impacts the circular arc side of the shunt box 24, the sea current is shunted into two ends and moves to the two guide plates 3 respectively, each row of guide plates 3 will guide part of the sea current to pass through the notch thereon, and finally pass through the other two shunt boxes 24 located on the two sides of the turbulence assembly 2 impacted by the sea current, and at this time, the shunt box 24 is retracted to the inside of the breaking plate 1 and the high-elastic rubber block 22 is compressed after being impacted by the sea current;

[0046] When the sea current is guided, it impacts the two sides of the shunt box 24 and is folded, the high-elastic rubber block 22 in the shunt box 24 is pulled and cut by the guide plate one 25 on one side, and is in contact with the guide plate two 26 in the shunt box 24, the guide plate two 26 is in a fixed posture and is not the same as the direction of the sea current, which makes the sea current be disturbed by the guide plate two 26 again, and finally guided out of the shunt box 24 by the guide plate one 25 on the other side, and the side of the folded shunt box 24 faces the lower end guide plate 3, at this time, the sea current is in a turbulent state, to prevent the turbulent flow from contacting the external sea current again, the contact is located at the two rows of guide plates 3 at the lower end of the folded shunt box 24, and the sea current is disturbed again, finally the sea current impacts the lower end shunt box 24 and completely disturbs the sea current, at this time, the sea current passing through the device is weakened, to prevent the sea current from not being reduced after passing through the device and combining with other sea currents to form a larger sea current or vortex, and reduce the impact of the sea current on other cages and further protect the safety of the cages and the single piles in the cages.

[0047] It should be noted that, in the figure, for the convenience of understanding and description, the impact of the sea current will be towards the upper end of the shunt box 24 in the figure.

[0048] As shown in Figure 1 , Figure 2 and Figure 6 , the broken flow plate 1 is composed of four independent structures, the inner side of each independent structure is arc-shaped and forms a whole circle after being combined into the broken flow plate 1, and the upper and lower ends of the circle are respectively provided with holes in the circumferential direction at equal angles.

[0049] By adopting the above scheme: when the device is installed, each independent component in the broken flow plate 1 can be installed in sequence, thereby reducing the installation difficulty, and the holes in the broken flow plate 1 can enable the device to be fixed on the cage by the staff freely selecting any material during the installation process, and the circular part in the broken flow plate 1 can also enable the device to better fit the cage.

[0050] As shown in Figures 1-8 , the intelligent adjusting assembly 4 includes a protection box 41 fixed on the top of the broken flow plate 1, a waterproof hydraulic rod 42 is movably arranged in the protection box 41 and penetrates through the side surface of the protection box 41, the end of the waterproof hydraulic rod 42 is movably connected with a push guide rod 44 through a guide rod 43, and the guide plates 3 in the same row are hingedly connected on the push guide rod 44.

[0051] Adopting the above scheme: when the acoustic Doppler current profiler 27 controls the waterproof hydraulic rod 42 to stretch out and retract, the stretching and retracting end drives the derivation rod 44 to displace through the guide rod 43, and forces the guide plate 3 to fold, since the derivation rod 44 is hinged with the guide plate 3, and the end of the guide plate 3 is hinged with the breaking plate 1, when the guide plate 3 is folded, it will push the guide rod 43 to move in the notch of the stretching and retracting end of the waterproof hydraulic rod 42 through the derivation rod 44, thereby avoiding the phenomenon of jamming in the working process of the device, and the folding of a row of guide plates 3 is controlled by one intelligent adjusting assembly 4, which further improves the working efficiency of the device.

[0052] As shown in Figures 1-8 , the top of the protection box 41 is provided with a metal cover fixedly installed by bolts, the inside of the protection box 41 is filled with air, and the stretching and retracting end of the waterproof hydraulic rod 42 is provided with a rubber sealing ring in contact with the side of the protection box 41.

[0053] Adopting the above scheme: when the waterproof hydraulic rod 42 needs to be repaired inside, the bolts of the metal cover on the protection box 41 can be directly disassembled, thereby facilitating subsequent maintenance;

[0054] In the working state of the waterproof hydraulic rod 42, the air in the inside of the protection box 41 and the rubber sealing ring provided on the side thereof can better isolate seawater, so that the seawater can contact the waterproof hydraulic rod 42 as little as possible, further prolonging the maintenance period and service life of the waterproof hydraulic rod 42.

[0055] As shown in Figures 1-8 , the derivation rod 44 is composed of two metal rods of equal length, the two metal rods are fixedly installed on the guide rod 43 through the cooperation of bolts and nuts, and each intelligent adjusting assembly 4 is located on each independent structure in the breaking plate 1.

[0056] Adopting the above scheme: when the guide plate 3 is perpendicular to the side edge of the breaking plate 1, the joint of the two metal rods in the derivation rod 44 is located on the same axis as the joint of the two independent structures in the breaking plate 1;

[0057] When the device is not installed, the two metal rods are independent and hinged with each guide plate 3, and when the breaking plate 1 is completed, the two metal rods can be inserted on the guide rod 43 and fixed on the guide rod 43 through bolts, which can better reduce the difficulty of installation work and facilitate subsequent disassembly and assembly.

[0058] As shown in Figure 8 and Figure 9 , the shock absorbing assembly 6 includes a shock absorbing box 61 filled with liquid, a plurality of shock absorbing plates 63 are equidistantly arranged in the inside of the shock absorbing box 61, a conductive rod 64 movably penetrates the bottom of the shock absorbing box 61, the edge of the conductive rod 64 is connected with the shock absorbing box 61 through a rubber layer 65, and the bottom of the conductive rod 64 is fixedly connected with the connecting rod 5 through bolts.

[0059] The shock-absorbing assembly 6 further comprises a cover plate 62 fixedly installed on the top of the shock-absorbing box 61 by bolts, and the liquid level inside the shock-absorbing box 61 is higher than the top of the conducting rod 64.

[0060] With the above scheme, when the sea current passes through the flow-breaking plate 1 and generates a shock, the shock is transmitted to the conducting rod 64 through the connecting rod 5, and since the shock-absorbing box 61 is filled with liquid and wrapped around the outer periphery of the conducting rod 64, the shock is transmitted to the liquid through the conducting rod 64, and the blocking of the shock-absorbing plate 63 can hinder the flow of the liquid, thereby better reducing the shock;

[0061] The conducting rod 64 does not completely contact the shock-absorbing box 61, and the two are sealed by the rubber layer 65, thereby allowing the conducting rod 64 to move and receive a larger degree of shock, while the liquid does not leak;

[0062] The presence of the cover plate 62 allows subsequent workers to more conveniently view or add new liquid to the shock-absorbing box 61;

[0063] It should be noted that the liquid in the shock-absorbing box 61 can be made of a suitable shock-absorbing material, and all descriptions in the document do not explicitly require the liquid, and it is not limited to a certain liquid that can act on the shock-absorbing box 61 and be shock-absorbed. The choice of material should vary according to the actual application.

[0064] Working principle and use process of the application:

[0065] When one of the acoustic Doppler current profilers 27 detects that the impact force of the sea current is too large in real time, the waterproof hydraulic rod 42 is extended and retracted to drive the guide rod 44 to displace through the guide rod 43, and forces the flow guide plate 3 to fold;

[0066] So that the outer end of the flow guide plate 3 faces the direction of the sea current, when the sea current impacts the circular arc side of the flow splitting box 24, it is split into two ends and moves to the two side flow guide plates 3 respectively, each row of flow guide plates 3 will guide part of the sea current to pass through the slot on it, and finally pass through the other two flow splitting boxes 24 located on both sides of the flow disturbing assembly 2 impacted by the sea current, and at this time the flow splitting box 24 is retracted to the inside of the flow-breaking plate 1 and compresses the high-elasticity rubber block 22 after being impacted by the sea current.

[0067] When the sea current is guided, it impacts the two sides of the shunt box 24 and is folded, the high-elastic rubber block 22 in the shunt box 24 is pulled and cut by the guide plate one 25 on one side, and is in contact with the guide plate two 26 in the shunt box 24, the guide plate two 26 is in a fixed posture and is not the same as the direction of the sea current, which makes the sea current be disturbed by the guide plate two 26 again, and finally guided out of the shunt box 24 by the guide plate one 25 on the other side, and the side of the folded shunt box 24 faces the lower end guide plate 3, at this time the sea current is in a turbulent state, it contacts the two rows of guide plates 3 at the lower end of the folded shunt box 24 and disturbs the sea current again, and finally the sea current impacts the lower end shunt box 24 and completely disturbs the sea current;

[0068] When the sea current passes through the flow breaking plate 1 and produces vibration, the vibration is transmitted to the transmission rod 64 through the connecting rod 5, because the damping box 61 is filled with liquid and wrapped around the outer periphery of the transmission rod 64, the vibration is transmitted to the liquid through the transmission rod 64, and the blocking of the damping plate 63 can hinder the flow of the liquid, thereby reducing the vibration;

[0069] The transmission rod 64 does not completely contact the damping box 61, and the two are sealed by the rubber layer 65, thereby allowing the transmission rod 64 to move and accept a larger degree of vibration, and the liquid does not leak.

[0070] It should be noted that the relational terms herein such as first and second and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any such actual relationship or order between such entities or actions. Moreover, the terms "comprises", "comprising", or any other variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but can include other elements not expressly listed or inherent to such process, method, article, or apparatus.

[0071] Although embodiments of the present application have been shown and described, it is to be understood that various modifications, substitutions, replacements and changes can be made to these embodiments without departing from the principles and spirit of the present application, and the scope of the present application is defined by the appended claims and their equivalents.

Claims

1. A vibration suppression device for offshore wind turbine monopile foundation sleeve cage, characterized in that, The flow breaker (1) is in the shape of an equilateral rectangle, and the turbulence assembly (2) is installed at the four corners of the flow breaker (1) respectively. The flow breaker (1) is sleeved on the outer periphery of the cage. A plurality of guide plates (3) are respectively hingedly connected to the four sides of the flow breaker (1). A plurality of intelligent adjusting assemblies (4) are installed on the top of the flow breaker (1) and are used for respectively adjusting the inclination angles of the guide plates (3). The turbulence assembly (2) comprises a pressure box (21) fixedly arranged inside the flow breaker (1), the inside of the pressure box (21) is provided with a high-elastic rubber block (22), the inside of the flow breaker (1) movably sleeves a guide rod (23), one end of the guide rod (23) is connected with the high-elastic rubber block (22), and the other end of the guide rod (23) is hingedly connected with a shunt box (24). A plurality of guide plates one (25) are respectively installed on the two sides of the shunt box (24) in the vertical direction, a plurality of guide plates two (26) are installed in the inside of the shunt box (24), every two guide plates two (26) in the horizontal direction are a group and are in the shape of an "eight", and an acoustic Doppler current profiler (27) for detecting the flow speed and flow direction of seawater is installed on the outside of the shunt box (24). A plurality of shock absorbing assemblies (6) are also distributed at equal angles, and the shock absorbing assemblies (6) are installed on the cage and located on the sea level. A plurality of connecting rods (5) are used for connecting the pressure boxes (21) and the shock absorbing assemblies (6). The four corners of the flow breaker (1) are in the shape of a chamfer, the shunt box (24) movably penetrates the chamfer part of the flow breaker (1), the shunt box (24) is in the shape of an isosceles triangle and the vertex is hingedly connected to the guide rod (23), the outside of the shunt box (24) is in the shape of a circular arc, and the end close to the flow breaker (1) of the guide plate (3) is provided with a notch. The shock absorbing assembly (6) comprises a shock absorbing box (61) filled with liquid, a plurality of shock absorbing plates (63) are equally arranged in the inside of the shock absorbing box (61), a conducting rod (64) movably penetrates the bottom of the shock absorbing box (61), the edge of the conducting rod (64) is connected with the shock absorbing box (61) through a rubber layer (65), and the bottom of the conducting rod (64) is fixedly connected with the connecting rod (5) through a bolt. The shock absorbing assembly (6) further comprises a cover plate (62) fixedly installed on the top of the shock absorbing box (61) through a bolt, and the liquid level in the inside of the shock absorbing box (61) is higher than the top of the conducting rod (64).

2. A jacketed monopile foundation vibration suppression device according to claim 1, characterised in that: The flow breaker (1) is composed of four independent structures, the inside of each independent structure is in the shape of a circular arc and forms a whole circle after being combined into the flow breaker (1), and the upper and lower ends of the circle are respectively provided with holes at equal angles.

3. A jacketed monopile foundation vibration suppression device according to claim 2, characterised in that: The intelligent adjusting assembly (4) comprises a protection box (41) fixedly arranged on the top of the flow breaker (1), the inside of the protection box (41) is provided with a waterproof hydraulic rod (42) movably penetrating the side surface of the protection box (41), the end of the waterproof hydraulic rod (42) is movably connected with a push rod (44) through a guide rod (43), and the guide plates (3) in the same row are commonly hingedly connected to the push rod (44).

4. A jacketed monopile foundation vibration suppression device according to claim 3, characterised in that: The top of the protection box (41) is provided with a metal cover fixed by bolts, the inside of the protection box (41) is filled with air, and the telescopic end of the waterproof hydraulic rod (42) is provided with a rubber sealing ring in contact with the side of the protection box (41).

5. A jacketed monopile foundation vibration suppression device according to claim 4, characterised in that: The deducing rod (44) is composed of two metal rods with equal lengths, the two metal rods are fixed on the guide rod (43) by cooperating with bolts and nuts, and each intelligent adjusting component (4) is located on each independent structure in the breaking plate (1).

Citation Information

Patent Citations

  • Offshore wind power single-pile foundation scouring protection device

    CN113186986A

  • W-shaped device for inhibiting vortex induced vibration of marine riser

    CN202510918U