Floating type offshore photovoltaic power generation platform convenient to monitor
By setting the scale line and multi-layer floating buoy structure on the first column of the floating offshore photovoltaic power generation platform, the problem of uneven buoyancy caused by floating buoy failure is solved, the stable operation and efficient management of the platform are achieved, and the work reliability and stability are improved. sex.
Patent Information
- Application Number
- CN202411713070.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-27
- Publication Date
- 2025-01-10
AI Technical Summary
Due to the strong corrosiveness of seawater, the floating offshore photovoltaic power generation platform is prone to failure during long-term use, resulting in uneven buoyancy and tilting of the platform, which affects the working reliability and stability, and affects the photovoltaic power generation efficiency.
The scale mark is set on the outer wall of the first column to monitor the position depth of the column in sea water, so as to quickly and accurately determine the failed position of the float, and monitor the change of the column position through the camera in real time, automatically record data, set early warning thresholds, and promptly notify and maintain maintenance through the camera. Personnel; At the same time, multi-layer floating barrel structures are designed, including large-diameter segments, variable-diameter segments and small-diameter segments, combining baffles and hinges to provide buoyancy support and structural stability.
By monitoring the position of the float and the multi-layer float design, the stable operation of the platform is ensured, working reliability and stability are improved, downtime is reduced, management efficiency and response speed are improved, and the service life of the equipment is extended.
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Figure CN119284070A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of photovoltaic power generation, and in particular to a floating offshore photovoltaic power generation platform which is easy to monitor. Background Art
[0002] Photovoltaic power generation is a power generation system that uses the photovoltaic effect of semiconductor materials to convert solar radiation energy into electrical energy. Offshore photovoltaic power generation is a new way of energy utilization and resource development. Compared with onshore photovoltaics, it has natural environmental advantages. The water surface is open and there are no obstructions. The sunshine is long and fully utilized, which can significantly increase the power generation. In related technologies, floating offshore photovoltaic power generation platforms are usually equipped with multiple buoys evenly spaced to provide buoyancy for the platform so that the platform is suspended above the sea level. However, due to the harsh marine environment and the strong corrosiveness of seawater, the buoys are prone to failure during long-term use. The platform will tilt due to uneven buoyancy, which not only affects the working reliability and stability of the platform, but also affects the efficiency of photovoltaic power generation. Summary of the invention
[0003] The present invention aims to solve one of the technical problems in the related art at least to a certain extent. To this end, an embodiment of the present invention provides a floating offshore photovoltaic power generation platform that is easy to monitor.
[0004] The floating offshore photovoltaic power generation platform for easy monitoring of the embodiment of the present invention comprises a top frame, a bottom frame, a plurality of first columns, a plurality of first buoys, a mounting frame and a photovoltaic panel. The top frame and the bottom frame are arranged at intervals in the vertical direction, each of the top frame and the bottom frame is a polygonal frame, and the top frame and the bottom frame have the same number of sides, and in a projection plane orthogonal to the vertical direction, the vertices of the top frame correspond to and coincide with the vertices of the bottom frame one by one, the top frame comprises a plurality of first connecting rods connected end to end, and the bottom frame comprises a plurality of second connecting rods connected end to end;
[0005] The first column is arranged between the vertex of the top frame and the corresponding vertex of the bottom frame, and the outer wall surface of the first column is provided with a scale line for monitoring the position depth of the first column in the sea water; each of the second connecting rods is provided with at least one of the first floats for providing buoyancy for the bottom frame; the mounting frame is arranged in the space enclosed by the top frame and is connected to the top frame, and the photovoltaic panel is arranged on the mounting frame.
[0006] In some embodiments, a camera is disposed on at least one of the top frame and the mounting frame, and the shooting direction of the camera is set toward the position of the scale line on the first column.
[0007] In some embodiments, the second connecting rod is provided with a plurality of first baffles spaced apart along the axial direction thereof, and at least one first baffle is provided on both sides of the first buoy.
[0008] In some embodiments, a second column is provided between the first connecting rod and the second connecting rod opposite to each other in the vertical direction, a second buoy is sleeved on the second column, the bottom of the second buoy is stopped on the second connecting rod, and a second baffle is provided on the second column above the second buoy, the second baffle is used to stop the second buoy downward.
[0009] In some embodiments, the first column includes a large diameter section, a variable diameter section and a small diameter section connected in sequence from bottom to top, the diameter of the large diameter section is greater than the diameter of the small diameter section, the cross-sectional area of the variable diameter section gradually decreases from bottom to top, and the second connecting rod is connected to the large diameter section.
[0010] In some embodiments, the large diameter section is provided with a first support plate and a second support plate which are arranged opposite to each other, a hinge shaft is provided between the first support plate and the second support plate, a hinge is rotatably provided on the hinge shaft, a connecting through hole is provided on the hinge, and the connecting through hole is used to connect the anchor chain.
[0011] In some embodiments, a third buoy is sleeved on the small diameter section, and a third baffle plate located above the third buoy is provided on the small diameter section, and the third baffle plate is used to stop the third buoy downward.
[0012] In some embodiments, the third buoy is located above the second buoy.
[0013] In some embodiments, the diameter of the large diameter segment is D, and the diameter of the small diameter segment is d, wherein 2.5≤D / d≤3.5.
[0014] In some embodiments, the length of the large diameter segment is L1, the length of the variable diameter segment is L2, and the length of the small diameter segment is L3, wherein 1≤L3 / (L1+L2)≤2.
[0015] When the floating offshore photovoltaic power generation platform of the embodiment of the present invention is in use, after the first buoy on the bottom frame fails, the platform tilts due to the uneven buoyancy. By setting scale lines on the outer wall of the first column, the position depth of the first column in the seawater can be easily monitored, so that maintenance personnel can quickly and accurately determine the position of the column, which is convenient for replacing or maintaining the failed first buoy, ensuring the stable operation of the platform. Therefore, the floating offshore photovoltaic power generation platform of the embodiment of the present invention is convenient for monitoring the buoyancy state and stability of the platform by setting scale lines on the first column, avoiding the platform from tilting due to the uneven buoyancy, and improving the working reliability and stability of the platform. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 It is a schematic structural diagram of a floating offshore photovoltaic power generation platform according to an embodiment of the present invention.
[0017] Figure 2 yes Figure 1 Enlarged schematic diagram of part A.
[0018] Figure 3 It is a schematic structural diagram of the first column of an embodiment of the present invention.
[0019] Figure 4 It is a schematic structural diagram of the first column of an embodiment of the present invention.
[0020] Reference numerals:
[0021] 100. Floating offshore photovoltaic power generation platform; 1. Top frame; 101. First connecting rod; 2. Bottom frame; 201. Second connecting rod; 3. First column; 301. Large diameter section; 302. Variable diameter section; 303. Small diameter section; 4. First buoy; 6. Photovoltaic panel; 7. First baffle; 8. Second column; 9. Second buoy; 10. Second baffle; 11. First support plate; 12. Second support plate; 13. Articulated shaft; 14. Articulated member; 1401. Connecting through hole; 15. Third buoy; 16. Third baffle. DETAILED DESCRIPTION
[0022] Embodiments of the present invention are described in detail below, and examples of the embodiments are shown in the accompanying drawings. The embodiments described below with reference to the accompanying drawings are exemplary and intended to be used to explain the present invention, but should not be understood as limiting the present invention.
[0023] like Figures 1 to 3As shown, the floating offshore photovoltaic power generation platform 100 of the embodiment of the present invention includes a top frame 1, a bottom frame 2, a plurality of first columns 3, a plurality of first buoys 4, a mounting frame and a photovoltaic panel 6. The top frame 1 and the bottom frame 2 are arranged at intervals in the vertical direction, each of the top frame 1 and the bottom frame 2 is a polygonal frame, and the top frame 1 and the bottom frame 2 have the same number of sides. In the projection plane orthogonal to the vertical direction, the vertices of the top frame 1 correspond to and coincide with the vertices of the bottom frame 2. The top frame 1 includes a plurality of first connecting rods 101 connected end to end, and the bottom frame 2 includes a plurality of second connecting rods 201 connected end to end. A first column 3 is provided between the vertices of the top frame 1 and the corresponding vertices of the bottom frame 2, and a scale line is provided on the outer wall surface of the first column 3 for monitoring the position depth of the first column 3 in the seawater. At least one first buoy 4 is sleeved on each second connecting rod 201 for providing buoyancy for the bottom frame 2. The mounting frame is arranged in the space enclosed by the top frame 1 and connected to the top frame 1, and the photovoltaic panel 6 is arranged on the mounting frame.
[0024] When the floating offshore photovoltaic power generation platform 100 of the embodiment of the present invention is in use, when the first buoy 4 on the bottom frame 2 fails, the platform tilts due to the uneven buoyancy. By setting scale lines on the outer wall of the first column 3, the position depth of the first column 3 in the seawater can be easily monitored, so that maintenance personnel can quickly and accurately determine the position of the column, which is convenient for replacing or maintaining the failed first buoy 4, ensuring the stable operation of the platform. Therefore, the floating offshore photovoltaic power generation platform 100 of the embodiment of the present invention is convenient for monitoring the buoyancy state and stability of the platform by setting scale lines on the first column 3, avoiding the platform from tilting due to the uneven buoyancy, and improving the working reliability and stability of the platform.
[0025] In some embodiments, a camera is disposed on at least one of the top frame 1 and the mounting frame, and the shooting direction of the camera is set toward the position of the scale line on the first column 3 .
[0026] The installation of the camera enables real-time monitoring of the scale line on the first column 3, and automatically records the position change data of the column. These data can be used to analyze the buoyancy and stability of the platform, further improving the automation and intelligence level of monitoring. Through the video monitoring system, an early warning threshold can be set. Once the position change of the column exceeds the predetermined range, the system will automatically issue an alarm and promptly notify the maintenance personnel to take measures to prevent the platform from tilting or being damaged more seriously. The installation of the camera enables the operation status of the platform to be remotely monitored. The management personnel can view the status of each platform in real time in the control center, and conduct remote management and adjustment, thereby improving management efficiency and response speed. When maintenance or repair is required, the camera can help the maintenance personnel locate the problem area, reduce the time of on-site inspection, and improve the efficiency of maintenance work. The marine environment is complex and changeable. The monitoring of the camera helps to timely detect floating objects, obstacles or other objects that may cause damage to the platform, so as to take avoidance measures in advance to ensure the safety of personnel and equipment.
[0027] In some embodiments, the second connecting rod 201 is provided with a plurality of first baffles 7 spaced apart along the axial direction thereof, and at least one first baffle 7 is provided on both sides of the first buoy 4 .
[0028] First, the first baffle 7 can stop the first buoy 4 and prevent it from moving in the axial direction of the second connecting rod 201 to ensure that the buoyancy of the platform is evenly distributed. In addition, the first baffle 7 can also effectively reduce the direct impact of the water flow on the second connecting rod 201, reduce the vibration and shaking caused by the water flow, and thus improve the overall stability of the platform. In addition, the setting of the first baffle 7 helps to disperse the water flow and reduce the accumulation of the water flow on the second connecting rod 201, which helps to reduce the impact force of the water flow and protect the connecting rod from damage. In the marine environment, there may be a risk of floating objects or other objects hitting the platform. The first baffle 7 can play a certain buffering role and reduce the possibility of objects directly hitting the second connecting rod 201. The setting of the first baffle 7 can also increase the effective buoyancy area of the second connecting rod 201, thereby increasing the buoyancy of the entire platform, so that it can better adapt to different sea conditions.
[0029] The first baffle 7 provides an additional protective layer for the first buoy 4, which can prevent or reduce the direct impact of waves, floating objects, etc. on the buoy. The setting of the first baffle 7 helps to improve the fluid dynamics around the first buoy 4, reduce the resistance of the fluid to the first buoy 4, and improve the movement performance of the platform in the water. The first baffle 7 is combined with the structure of the first buoy 4 to improve the structural strength of the buoy and make it more durable.
[0030] In some embodiments, a second column 8 is provided between the first connecting rod 101 and the second connecting rod 201 opposite to it in the vertical direction, a second buoy 9 is sleeved on the second column 8, the bottom of the second buoy 9 is stopped on the second connecting rod 201, and a second baffle 10 is provided on the second column 8 and located above the second buoy 9, and the second baffle 10 is used to stop the second buoy 9 downward.
[0031] When the first buoy 4 fails, the second buoy 9 can immediately provide temporary buoyancy support to ensure that the platform will not tilt or sink due to the failure of the buoy, thereby maintaining the stability of the platform. The setting of the second buoy 9 and the second baffle 10 increases the safety factor of the platform, and can effectively prevent accidents caused by the failure of a single or multiple buoys on the platform even in harsh marine environments. When the first buoy 4 fails, the second buoy 9 can quickly provide support, winning valuable repair time for maintenance personnel, reducing downtime, and improving the operating efficiency of the platform. The design of the second buoy 9 and the second baffle 10 makes maintenance work more convenient. When the first buoy 4 needs to be repaired or replaced, maintenance personnel can directly operate the first buoy 4 without worrying about the stability of the platform. The design of the second buoy 9 and the second baffle 10 can be adjusted according to actual needs. For example, according to different sea conditions and load requirements, the number and position of the second buoy 9 can be adjusted to adapt to different working conditions.
[0032] In some embodiments, the first column 3 includes a large diameter section 301, a variable diameter section 302 and a small diameter section 303 which are connected in sequence from bottom to top, the diameter of the large diameter section 301 is larger than the diameter of the small diameter section 303, the cross-sectional area of the variable diameter section 302 gradually decreases from bottom to top, and the second connecting rod 201 is connected to the large diameter section 301.
[0033] The floating offshore photovoltaic power generation platform 100 of the embodiment of the present invention is designed in sections. While maintaining the overall strength, the first column 3 can optimize the use of materials according to the needs and stress conditions of different parts, reduce the overall weight, and improve the rationality of the structure. The large diameter section 301 is located at the bottom, which helps to resist the impact force brought by the flow of seawater, and the design of the variable diameter section 302 and the small diameter section 303 can reduce the resistance of the water flow to the column, reduce the impact of fluid dynamics, and improve the stability of the platform. The combination of the large diameter section 301 and the small diameter section 303 increases the sinking resistance of the first column 3 in the seawater, helps to improve the stability of the column and prevent the first column 3 from shaking in the seawater. The design of the variable diameter section 302 makes the force of the column more uniform, reduces stress concentration, and thus extends the service life of the first column 3. By using different diameters in different sections, materials can be used more efficiently and material waste can be reduced. The second connecting rod 201 is connected to the large diameter section 301, and the larger contact area of the large diameter section 301 can be used to provide a more stable connection, thereby enhancing the stability of the overall structure.
[0034] In some embodiments, the large diameter section 301 is provided with a first support plate 11 and a second support plate 12 which are arranged opposite to each other, a hinge shaft 13 is provided between the first support plate 11 and the second support plate 12, a hinge 14 is rotatably provided on the hinge shaft 13, and a connecting through hole 1401 is provided on the hinge 14, and the connecting through hole 1401 is used to connect the anchor chain.
[0035] The design of the hinge shaft 13 and the hinge 14 allows the connection between the anchor chain and the first column 3 to have a certain degree of flexibility, while maintaining the stability of the connection to prevent excessive stress caused by waves and wind. The rotatability of the hinge 14 allows the anchor chain to be adjusted according to changes in waves and wind, reducing the impact force on the first column 3 and improving the adaptability and survivability of the platform in severe sea conditions. The setting of the connecting through hole 1401 makes the connection of the anchor chain more convenient, and maintenance personnel can quickly connect or disconnect the anchor chain with the hinge 14, thereby improving maintenance efficiency. Through the hinge design, the load on the column caused by the change of the anchor chain can be reduced, thereby reducing structural fatigue and increasing the service life of the first column 3.
[0036] In some embodiments, a third buoy 15 is sleeved on the small diameter section 303 , and a third baffle 16 is provided on the small diameter section 303 and located above the third buoy 15 . The third baffle 16 is used to stop the third buoy 15 downward.
[0037] When the first buoy 4 fails, the third buoy 15 can immediately provide temporary buoyancy support to ensure that the platform will not tilt or sink due to the failure of the first buoy 4, thereby maintaining the stability of the platform. The provision of the third buoy 15 and the third baffle 16 increases the safety factor of the platform, and can effectively prevent accidents caused by the failure of a single or multiple buoys on the platform even in harsh offshore environments. When the first buoy 4 fails, the third buoy 15 can quickly provide support, winning valuable repair time for maintenance personnel, reducing downtime, and improving the operating efficiency of the platform. The design of the third buoy 15 and the third baffle 16 makes maintenance work more convenient. When the first buoy 4 needs to be repaired or replaced, maintenance personnel can directly operate the first buoy 4 without having to worry about platform stability issues.
[0038] Optionally, the third buoy 15 is located above the second buoy 9 .
[0039] Increased buoyancy: The addition of the third buoy 15 can provide additional buoyancy and further enhance the stability of the platform, especially in severe sea conditions. When the first buoy 4 fails, the second and third buoys 15 can jointly provide sufficient buoyancy support. By providing multiple layers of buoys, buoyancy support can be provided at different water level heights, so that the platform can maintain balance in different sea conditions and adapt to changes in water levels. The third buoy 15 serves as a backup buoy and provides additional safety. In the event that both the first buoy 4 and the second buoy 9 fail, the third buoy 15 can provide the necessary buoyancy to ensure that the platform does not sink. The presence of the third buoy 15 can increase the overall wind and wave resistance of the platform, reduce the tilt and sway caused by the impact of waves, and improve the stability of the platform in the offshore environment.
[0040] In some embodiments, the diameter of the large diameter section 301 is D, and the diameter of the small diameter section 303 is d, wherein 2.5≤D / d≤3.5.
[0041] For example, the value of D / d is 3. This diameter ratio design helps to optimize the structure of the column, so that the column can distribute materials according to the force requirements of different parts while maintaining sufficient strength, thereby reducing the overall weight and improving the utilization efficiency of materials. The large diameter section 301 is located at the bottom and can withstand greater pressure and impact force, while the small diameter section 303 is located at the top, which helps to reduce the resistance of seawater flow to the column, making the force of the entire column more uniform. The size ratio design of the large diameter section 301 and the small diameter section 303 helps to improve the stability of the column, especially in deep sea or harsh sea conditions. This design can effectively resist the force of waves and fluids. The appropriate proportional relationship can reduce the fluid resistance of the column in seawater, reduce the impact of fluid dynamics, thereby reducing energy loss and improving the operating efficiency of the platform. By adjusting the D / d ratio, different seabed conditions and sea conditions can be adapted. For example, for deeper waters or stronger currents, a larger D / d ratio can be selected to increase stability. A reasonable diameter ratio can reduce unnecessary material use, thereby reducing manufacturing costs, and is also convenient for manufacturing and maintenance. Appropriate proportion design helps reduce fatigue damage caused by waves, currents and other factors, and prolongs the service life of the columns. Such a proportion relationship is easy to implement in engineering practice, convenient for construction and maintenance, and can also be adjusted according to actual conditions.
[0042] In some embodiments, the length of the large diameter section 301 is L1, the length of the reduced diameter section 302 is L2, and the length of the small diameter section 303 is L3, wherein 1≤L3 / (L1+L2)≤2.
[0043] For example, the value of L3 / (L1+L2) is 1.5. This length ratio design helps to ensure that the various parts of the first column 3 have a suitable ratio so as to achieve good mechanical properties and stability while maintaining structural strength. The shorter design of the small diameter section 303 helps to reduce the fluid resistance of seawater to the column, while the longer design of the large diameter section 301 and the variable diameter section 302 can provide greater stability and wind and wave resistance. By adjusting the length ratio of each diameter section, the force distribution of the column can be optimized so that different forces can be withstand at different heights of the column, thereby reducing stress concentration. The longer large diameter section 301 and the variable diameter section 302 help the column better adapt to different types of seabed conditions, such as soft or hard seabeds, and improve the contact stability between the column and the seabed. The shorter small diameter section 303 helps to reduce the impact of vortices generated by the flow of seawater on the column, thereby reducing the potential damage to the column caused by vortex-induced vibration. By optimizing the design, material consumption can be reduced, costs can be reduced, and the performance and reliability of the column can be guaranteed.
[0044] Therefore, by setting the ratio range between the length L1 of the large diameter section 301, the length L2 of the variable diameter section 302 and the length L3 of the small diameter section 303 to 1≤L3 / (L1+L2)≤2, the overall performance and economy of the floating offshore photovoltaic power generation platform 100 can be improved while ensuring the stability and reliability of the column structure.
[0045] In the description of the present invention, it is to be understood that the terms “center”, “longitudinal”, “lateral”, “length”, “width”, “thickness”, “up”, “down”, “front”, “back”, “left”, “right”, “vertical”, “horizontal”, “top”, “bottom”, “inside”, “outside”, “clockwise”, “counterclockwise”, “axial”, “radial”, “circumferential”, etc., indicating orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as limiting the present invention.
[0046] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In the description of the present invention, the meaning of "plurality" is at least two, such as two, three, etc., unless otherwise clearly and specifically defined.
[0047] In the present invention, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral one; it can be a mechanical connection, an electrical connection, or communication with each other; it can be a direct connection, or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements, unless otherwise clearly defined. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0048] In the present invention, unless otherwise clearly specified and limited, a first feature being "above" or "below" a second feature may mean that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, a first feature being "above", "above" or "above" a second feature may mean that the first feature is directly above or obliquely above the second feature, or simply means that the first feature is higher in level than the second feature. A first feature being "below", "below" or "below" a second feature may mean that the first feature is directly below or obliquely below the second feature, or simply means that the first feature is lower in level than the second feature.
[0049] In the present invention, the terms "one embodiment", "some embodiments", "examples", "specific examples", or "some examples" etc. mean that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the described specific features, structures, materials or characteristics may be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art may combine and combine the different embodiments or examples described in this specification and the features of the different embodiments or examples, without contradiction.
[0050] Although the above embodiments have been shown and described, it is to be understood that the above embodiments are exemplary and are not to be construed as limitations on the present invention. Changes, modifications, substitutions and variations of the above embodiments by those of ordinary skill in the art are all within the scope of protection of the present invention.
Claims
1. A floating offshore photovoltaic power generation platform that is easy to monitor, characterized in that: include: A top frame and a bottom frame, wherein the top frame and the bottom frame are arranged at intervals in the vertical direction, each of the top frame and the bottom frame is a polygonal frame, and the top frame and the bottom frame have the same number of sides, and within a projection plane orthogonal to the vertical direction, the vertices of the top frame correspond to and coincide with the vertices of the bottom frame one by one, the top frame includes a plurality of first connecting rods connected end to end, and the bottom frame includes a plurality of second connecting rods connected end to end; A plurality of first columns, each of which is provided between the vertex of the top frame and the vertex corresponding to the bottom frame, and a scale line is provided on the outer wall surface of the first column for monitoring the position depth of the first column in the seawater; A plurality of first buoys, each of the second connecting rods is sleeved with at least one of the first buoys, for providing buoyancy for the bottom frame; A mounting frame and a photovoltaic panel, wherein the mounting frame is arranged in a space enclosed by the top frame and connected to the top frame, and the photovoltaic panel is arranged on the mounting frame.
2. The floating offshore photovoltaic power generation platform that is easy to monitor according to claim 1 is characterized in that: A camera is provided on at least one of the top frame and the mounting frame, and the shooting direction of the camera is set toward the scale line position on the first column.
3. The floating offshore photovoltaic power generation platform that is easy to monitor according to claim 1 is characterized in that: The second connecting rod is provided with a plurality of first baffles spaced apart along the axial direction thereof, and at least one first baffle is provided on both sides of the first buoy.
4. The floating offshore photovoltaic power generation platform that is easy to monitor according to claim 1 is characterized in that: A second column is provided between the first connecting rod and the second connecting rod opposite to it in the vertical direction, a second buoy is sleeved on the second column, the bottom of the second buoy is stopped on the second connecting rod, a second baffle plate is provided on the second column and located above the second buoy, and the second baffle plate is used to stop the second buoy downward.
5. The floating offshore photovoltaic power generation platform that is easy to monitor according to claim 4 is characterized in that: The first column includes a large diameter section, a variable diameter section and a small diameter section which are connected in sequence from bottom to top. The diameter of the large diameter section is greater than the diameter of the small diameter section. The cross-sectional area of the variable diameter section gradually decreases from bottom to top. The second connecting rod is connected to the large diameter section.
6. The floating offshore photovoltaic power generation platform that is easy to monitor according to claim 5 is characterized in that: The large diameter section is provided with a first support plate and a second support plate which are arranged opposite to each other, a hinge shaft is provided between the first support plate and the second support plate, a hinge part is rotatably provided on the hinge shaft, a connecting through hole is provided on the hinge part, and the connecting through hole is used to connect the anchor chain.
7. The floating offshore photovoltaic power generation platform that is easy to monitor according to claim 5 is characterized in that: A third buoy is sleeved on the small diameter section, and a third baffle plate located above the third buoy is provided on the small diameter section, and the third baffle plate is used to stop the third buoy downwards.
8. The floating offshore photovoltaic power generation platform that is easy to monitor according to claim 7, characterized in that: The third buoy is located above the second buoy.
9. The floating offshore photovoltaic power generation platform that is easy to monitor according to claim 5, characterized in that: The diameter of the large diameter section is D, and the diameter of the small diameter section is d, wherein 2.5≤D / d≤3.
5.
10. The floating offshore photovoltaic power generation platform that is easy to monitor according to claim 5, characterized in that: The length of the large diameter section is L1, the length of the variable diameter section is L2, and the length of the small diameter section is L3, wherein 1≤L3 / (L1+L2)≤2.
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