Offshore concentrated photovoltaic detection early warning operation platform

Abstract

The invention discloses an offshore concentrated photovoltaic detection early warning operation platform, and relates to the field of offshore photovoltaic power generation. Comprising a pile foundation and a supporting frame supported by the pile foundation, a photovoltaic panel is laid above the supporting frame, an anti-deformation support structure is arranged below the supporting frame, a supporting adjusting pile is arranged at the top end of the pile foundation, and the supporting adjusting pile is used for being supported at the bottom of the anti-deformation support structure. When the pile foundation settles and the supporting frame and the anti-deformation support structure deform, so that the supporting stress of the position of the supporting adjusting pile is changed, the supporting height is adjusted through the supporting adjusting pile to recover the supporting stress to the anti-deformation support structure; the supporting adjusting pile comprises a supporting part and an adjusting part, and the adjusting part adjusts the supporting height relative to the axial direction of the supporting part so as to recover the supporting stress on the anti-deformation support structure.

Description

Technical Field

[0001] The present invention relates to the technical field of offshore photovoltaic power generation, and in particular to an offshore centralized photovoltaic detection and early warning operation platform. Background Art

[0002] In recent years, with the important layout of the country's new energy strategy, photovoltaic power generation has developed more and more rapidly, but photovoltaic power generation has now encountered its own bottleneck. With the gradual reduction of traditional photovoltaic land and the red line warning of the number of cultivated land, the scope of application of traditional photovoltaics has become narrower and narrower. Offshore photovoltaics have solved the disadvantage of traditional photovoltaic power generation occupying more land. The ocean area is vast, the scope of photovoltaic application is wide, there are no obstructions in the sky, and the utilization efficiency of solar energy is high. The efficiency of offshore photovoltaic power generation is 30% higher than that of land photovoltaic power generation. It is an important field for the development of the photovoltaic industry in the future. At the same time, there are great differences between offshore photovoltaic pile foundations and support systems and conventional land photovoltaic brackets. The size of a single bracket is large, the pile foundation spacing is large, and the support structure is greatly affected by the marine environment. Similar structures have never been used in the same environment, and there is no engineering practice in China or even in the world.

[0003] The factors that have a greater destructive impact on photovoltaic structures in the marine environment include the following aspects: the effect of sea breeze on photovoltaic panels, the impact of wave currents, salinity, and sea ice on piles, the settlement and displacement of pile foundations, the deformation of pile foundations and brackets, the changes in internal forces within and between various structures under the action of various external factors, and the impact of structural vibration caused by sea breeze. Therefore, it is very important to extract in real time the changes in photovoltaic panels, brackets, and pile foundations under various external forces in the natural environment for monitoring and early warning, as well as to make structural optimization adjustments based on the impact of the marine environment on photovoltaic structures.

[0004] Among them, the main technical problems to be solved are the detection of the settlement displacement of the pile foundation, the deformation warning of the pile foundation and the support, especially the solution to the pile foundation settlement problem; the impact protection of sea ice on the pile foundation and the solution to the warning problem are the key to ensuring the smooth operation of offshore concentrated photovoltaics. For this reason, technical personnel in this field urgently need to develop an offshore concentrated photovoltaic detection and early warning operation platform. Summary of the invention

[0005] The purpose of the present invention is to provide an offshore concentrated photovoltaic detection and early warning operation platform in order to solve the above problems.

[0006] In order to achieve the above object, the present invention provides the following technical solutions: An offshore centralized photovoltaic detection and early warning operation platform of the present invention comprises a pile foundation and a support frame supported by the pile foundation, photovoltaic panels are laid on the support frame, an anti-deformation support structure is arranged below the support frame, a support adjustment pile is arranged on the top of the pile foundation, the support adjustment pile is used to support the bottom of the anti-deformation support structure, when the pile foundation settles, the support frame and the anti-deformation support structure are deformed, resulting in a change in the support stress of the support adjustment pile position, the support height is adjusted by the support adjustment pile to restore the support stress of the anti-deformation support structure; The support adjustment pile includes a support portion and an adjustment portion, and the adjustment portion adjusts the support height relative to the axial direction of the support portion to restore the support stress on the anti-deformation support structure.

[0007] Furthermore, the anti-deformation support structure includes a longitudinal frame, wherein the longitudinal frame is a plurality of groups arranged parallel to each other below the support frame, and a transverse frame is arranged between each two adjacent groups of the longitudinal frames, and the transverse frame is arranged obliquely to the longitudinal frame; The pile foundation supports are provided below the longitudinal frame and the transverse frame.

[0008] Furthermore, the longitudinal frame is a supporting frame structure that is overall triangular in shape, and the transverse frame is a triangular truss structure.

[0009] Furthermore, the support portion includes a support column, and a flange connection is formed between the bottom of the support column and the top of the pile foundation.

[0010] Furthermore, the adjustment part includes an adjustment sleeve, and the adjustment sleeve is sleeved on the support column and slides on the support column along the axial direction; The outer side of the adjusting sleeve is fixedly connected to the longitudinal frame and the transverse frame by arranging side wing plates; An adjustment mechanism is arranged between the adjustment sleeve and the support column to drive the adjustment sleeve to move axially relative to the support column and locate the position after the movement.

[0011] Furthermore, the adjustment mechanism includes a bottom support ring, the bottom support ring is fixed to the bottom of the support column, a plurality of tightening bolts are circumferentially arranged on the bottom support ring to tighten against the bottom surface of the adjustment sleeve, the tightening bolts pass through the bottom support ring and are threadedly engaged with the bottom support ring; An assembly plate is arranged above the support column, and a plurality of connecting ribs are circumferentially arranged between the lower surface of the assembly plate and the outer surface of the upper end portion of the adjusting sleeve. An internal threaded pipe fitting is arranged through the center position of the assembly plate, and a threaded rod which is threadably matched with the internal threaded pipe fitting is arranged inside the internal threaded pipe fitting, and the lower end portion of the threaded rod is pressed tightly against the upper end surface of the support column.

[0012] Furthermore, an anemometer is arranged at a windward position on the support frame to detect wind direction and wind speed.

[0013] Furthermore, differential resistance strain gauges are arranged on the pile foundation and the support frame to detect stress changes of the pile foundation and the support frame during displacement or deformation.

[0014] Furthermore, a buffer and anti-collision structure is provided on the pile foundation, and the buffer and anti-collision structure comprises: Side anti-collision plate, the side anti-collision plate is a structure of two sets of plates symmetrically arranged and connected at one end to form a V shape; A mounting frame, the mounting frame being arranged on the inner side of the side anti-collision plate; A connecting frame, the connecting frame is a rectangular frame structure, and the connecting frame is connected to the mounting frame; Guide support rods, the guide support rods are at least two groups and are symmetrically arranged on the inner side of the connecting frame in parallel with each other. A connecting plate is arranged on the inner side of the connecting frame. Guide holes for the guide support rods to pass through are arranged at both ends of the connecting plate. A compression spring is sleeved on the guide support rod, and the compression spring is compressed between the connecting frame and the connecting plate. The connecting plate is rotatably connected to the pile foundation through a bearing.

[0015] Furthermore, an ice pressure gauge is arranged between the connecting frame and the mounting frame.

[0016] In the above technical solution, the present invention provides an offshore centralized photovoltaic detection and early warning operation platform, which has the following beneficial effects: This operation platform uses sensors to perform stress detection on the pile foundations and support frames of offshore photovoltaics, and can grasp the pile foundation settlement, deformation of the pile foundation and support frame caused by various factors, such as pile foundation settlement and sea ice impact in real time. This operation platform uses anti-deformation bracket structure to improve the structural strength of the support frame supporting the photovoltaic panels, and also supports the support frame through support adjustment piles. When the support frame is subjected to stress changes caused by external forces, corresponding structural adjustments are made in time to ensure the balance of the overall structural stress, so as to solve the structural stability of the platform caused by external forces, protect the pile foundation through buffering and anti-collision structures, detect the sea ice impact force in real time, and respond in time to ensure timely warning, ensure the overall stability of the offshore centralized photovoltaic detection and early warning operation platform, and ensure the service life of the operation platform. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in the present invention. For ordinary technicians in this field, other drawings can also be obtained based on these drawings.

[0018] Figure 1 A schematic diagram of the structure of an offshore concentrated photovoltaic detection and early warning operation platform provided by an embodiment of the present invention; Figure 2 A schematic diagram of the distribution of a longitudinal frame, a longitudinal frame and a pile foundation on a support frame of an offshore concentrated photovoltaic detection and early warning operation platform provided by an embodiment of the present invention; Figure 3 A schematic structural diagram of a buffer and anti-collision structure of an offshore concentrated photovoltaic detection and early warning operation platform provided by an embodiment of the present invention; Figure 4 A schematic structural diagram of a support and adjustment pile of an offshore concentrated photovoltaic detection and early warning operation platform provided by an embodiment of the present invention; Figure 5 A front view of a support and adjustment pile of an offshore concentrated photovoltaic detection and early warning operation platform provided by an embodiment of the present invention; Figure 6 A schematic diagram of the arrangement of anemometers inside and outside a photovoltaic field of an offshore centralized photovoltaic detection and early warning operation platform provided in an embodiment of the present invention.

[0019] Description of reference numerals: 1. Pile foundation; 2. Support frame; 3. Longitudinal frame; 4. Longitudinal frame; 5. Support column; 6. Adjustment sleeve; 7. Bottom support ring; 8. Jacking bolt; 9. Assembly plate; 10. Connecting rib plate; 11. Internal threaded pipe fittings; 12. Threaded rod; 13. Side anti-collision plate; 14. Mounting frame; 15. Connecting frame; 16. Guide support rod; 17. Connecting plate; 18. Guide hole; 19. Compression spring; 20. Ice pressure gauge. DETAILED DESCRIPTION

[0020] In order to enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below with reference to the accompanying drawings.

[0021] See also Figure 1-6, an offshore concentrated photovoltaic detection and early warning operation platform, comprising a pile foundation 1 and a support frame 2 supported by the pile foundation 1, the pile foundation 1 mentioned here is a steel pile at the sea surface, the support frame 2 is a steel structure frame, photovoltaic panels are laid on the support frame 2, and an anti-deformation support structure is arranged below the support frame 2, and the anti-deformation support structure is used to strengthen the structural stability of the support frame 2 laid over a large area in various marine environments, a support adjustment pile is arranged on the top of the pile foundation 1, and the support adjustment pile is used to support the bottom of the anti-deformation support structure, when the pile foundation 1 settles, the support frame 2 and the anti-deformation support structure are deformed, resulting in a change in the support stress of the support adjustment pile position, the support height is adjusted by the support adjustment pile to restore the support stress of the anti-deformation support structure, and then after the local deformation or stress change of the operation platform, the support adjustment of the support adjustment pile is achieved to restore the support stress within a preset range, thereby ensuring the long-term stability of the structure of the operation platform and prolonging its service life, and further, avoiding frequent replacement of the pile foundation 1 and frequent maintenance of the support frame 2, so as to reduce the later maintenance cost of the offshore concentrated photovoltaic detection and early warning operation platform; The support adjustment pile includes a supporting part and an adjusting part. The adjusting part adjusts the supporting height relative to the axial direction of the supporting part to restore the supporting stress on the anti-deformation support structure. When the supporting stress is balanced, the relative position between the supporting part and the adjusting part is fixed to maintain this balanced state, so that the offshore centralized photovoltaic detection and early warning operation platform can resume normal use.

[0022] Furthermore, the anti-deformation support structure includes a longitudinal frame 3, which is a plurality of groups arranged parallel to each other below the support frame 2. The longitudinal frame 3 provides structural support to the support frame 2 in the extension direction of the longitudinal frame 3 to ensure structural stability. A transverse frame 4 is arranged between each two adjacent groups of longitudinal frames 3, and the transverse frame 4 is arranged obliquely to the longitudinal frame 3, so as to provide structural support to the support frame 2 in the extension direction of the transverse frame 4 through the transverse frame 4 to ensure structural stability. The longitudinal frame 3 and the transverse frame 4 are both supported by pile foundations 1 , so that each main stress-bearing part below the longitudinal frame 3 and the transverse frame 4 is supported by the pile foundations 1 , so as to better provide stable support for the support frame 2 .

[0023] Furthermore, the longitudinal frame 3 is a triangular support frame structure as a whole, and the transverse frame 4 is a triangular truss structure. The stability of the triangular structure is utilized to provide stable support for the support frame 2, thereby reducing the probability of structural deformation of the support frame 2 on its plane.

[0024] Furthermore, the support part includes a support column 5, and a flange connection is formed between the bottom of the support column 5 and the top of the pile foundation 1, so that the support column 5 can provide a margin of the upper support structure in the event of settlement of the pile foundation 1.

[0025] Furthermore, the adjustment part includes an adjustment sleeve 6, which is sleeved on the support column 5 and slides on the support column 5 along the axial direction; The outer side of the adjusting sleeve 6 is fixedly connected to the longitudinal frame 3 and the transverse frame 4 by setting side wing plates; An adjustment mechanism is provided between the adjustment sleeve 6 and the support column 5 to drive the adjustment sleeve 6 to move axially relative to the support column 5 and to locate the position after the movement.

[0026] Specifically, the adjustment sleeve 6 slides axially on the support column 5, so as to utilize the margin of the support structure provided by the support column 5 to compensate for the stress change caused by the settlement of the pile foundation 1, so as to maintain the stress balance of the support frame 2. This adjustment process is driven by the adjustment mechanism, so that the adjustment sleeve 6 moves axially relative to the support column 5 and locates the moved position, and maintains a balanced support state, so as to continue to maintain the stability of the support frame 2.

[0027] Furthermore, the adjustment mechanism includes a bottom support ring 7, which is fixed to the bottom of the support column 5. A plurality of tightening bolts 8 are arranged circumferentially on the bottom support ring 7 to tighten against the bottom surface of the adjustment sleeve 6. The tightening bolts 8 pass through the bottom support ring 7 and are threadedly engaged with the bottom support ring 7. An assembly plate 9 is arranged above the support column 5, and a plurality of connecting ribs 10 are circumferentially arranged between the lower surface of the assembly plate 9 and the outer surface of the upper end of the adjusting sleeve 6. An internal threaded pipe fitting 11 is penetrated through the center position of the assembly plate 9, and a threaded rod 12 which is threadably matched with the internal threaded pipe fitting 11 is arranged inside the internal threaded pipe fitting 11, and the lower end of the threaded rod 12 is pressed tightly against the upper end surface of the support column 5.

[0028] Specifically, when the stress balance adjustment is performed through the adjustment mechanism, the threaded rod 12 is first rotated by a tool, and under the action of the threaded cooperation between the threaded rod 12 and the internal threaded pipe fitting 11, the lower end of the threaded rod 12 is pressed against the upper end surface of the support column 5, and under the support of the assembly plate 9 and the connecting rib plate 10, it is equivalent to the threaded rod 12 pushing the support column 5 axially downward, and the actual moving part is the adjustment sleeve 6, which is connected to the various components of the anti-deformation support structure to achieve the function of lifting the various components of the anti-deformation support structure. This process can be carried out slowly, so that the stress changes of the pile foundation 1 or the support frame 2 at this part are detected while the threaded rod 12 is rotated, and at the same time, the multiple tightening bolts 8 on the bottom support ring 7 are also rotated, so that the lower end surface of the adjustment sleeve 6 that is separated from the tightening bolts 8 is tightened and fixed in time by the multiple tightening bolts 8, so as to further ensure the structural stability of the adjustment sleeve 6 after adjustment. This operation is performed until it is detected that the stress at the corresponding part of the pile foundation 1 or the support frame 2 is within a reasonable range, so as to complete the adjustment and ensure the stability of the support frame 2 supported by the pile foundation 1 at this position.

[0029] Furthermore, an anemometer is arranged at the windward position on the support frame 2 to detect the wind direction and wind speed. The anemometer monitors the wind force changes inside and outside the photovoltaic array area and at each position, studies the attenuation effect of offshore photovoltaic arrays on wind, provides a basis for the selection of attenuation coefficients in the inner and outer areas of offshore photovoltaics, and verifies the conclusions of wind tunnel tests.

[0030] Referring to the relevant requirements in the "Specifications for Ground Meteorological Observation" and "Specifications for Wind Energy Resource Measurement and Marine Hydrological Observation of Offshore Wind Farm Projects", the measurement height is based on the average sea level of the wind farm area, and the wind direction and wind speed at a height of 10m above the sea surface are measured. At the same time, the anemometer is arranged on the windward side. Here, the stress changes of pile foundation 1 and support frame 2 will be integrated, and the impact of offshore wind force, wind speed and other factors on this operating platform will be detected, so as to make timely warnings.

[0031] Set up 9 wind meter monitoring points on the photovoltaic array. Figure 6 Arrangement shown.

[0032] Furthermore, differential resistance strain gauges are arranged on the pile foundation 1 and the support frame 2 to detect stress changes of the pile foundation 1 and the support frame 2 during displacement or deformation. The differential resistance strain gauges arranged on the support frame 2 can be arranged with reference to the possible maximum deformation position of the support frame 2. Differential resistance strain gauges can be arranged at the pile top, pile body or various connecting parts of the pile top of the pile foundation 1, such as the support adjustment pile position, to provide a more accurate deformation position.

[0033] Further, a buffer and anti-collision structure is provided on the pile foundation 1, and the buffer and anti-collision structure comprises: The side anti-collision plate 13 is a symmetrically arranged two-group plate structure connected at one end to form a V-shape. In addition, in order to ensure the structural stability of the V-shaped side anti-collision plate 13, a connecting piece is provided at the tail end of the two groups of plate structures to prevent the two groups of plate structures from being easily separated and damaged. The side anti-collision plate 13 prevents sea ice from directly hitting the pile foundation 1, thereby preventing sea ice from directly damaging the pile foundation 1. A mounting frame 14, the mounting frame 14 is arranged inside the side anti-collision plate 13; A connecting frame 15, which is a rectangular frame structure and is connected to the mounting frame 14; The guide support rods 16 are at least two groups of guide support rods 16 which are symmetrically arranged in parallel with each other on the inner side of the connecting frame 15. A connecting plate 17 is arranged on the inner side of the connecting frame 15. Both ends of the connecting plate 17 are provided with guide holes 18 for the guide support rods 16 to pass through. A compression spring 19 is sleeved on the guide support rods 16. The compression spring 19 is compressed between the connecting frame 15 and the connecting plate 17. The connecting plate 17 is rotatably connected to the pile foundation 1 through a bearing, thereby realizing that the side anti-collision plate 13 can rotate relative to the pile foundation 1 along the direction of the ocean current.

[0034] Specifically, in actual operation, the side impact plate 13 can follow the ocean current so that the tip of the V-shaped side impact plate 13 faces the direction of the ocean current, thereby enabling the side impact plate 13 to rotate along the direction of the ocean current. When the sea ice drifts along the direction of the ocean current, the tip of the V-shaped side impact plate 13 directly faces the sea ice to reduce the impact loss. At the same time, under the force applied to the side impact plate 13, the connecting frame 15 is driven to move accordingly, and the guide support rod 16 is moved in the guide hole 18 on the guide support rod 16, while the compression spring 19 is compressed to play a certain buffering role, and also to play a certain protective role for the pile foundation 1.

[0035] Furthermore, an ice pressure gauge 20 is provided between the connecting frame 15 and the mounting frame 14 to directly detect the pressure that the pile foundation 1 will bear through the ice pressure gauge 20 when the side anti-collision plate 13 is subjected to the impact of sea ice, thereby realizing detection and early warning, so that ground staff can make reasonable response plans in time.

[0036] It should be noted that the above sensors and their use, as well as related data collection and collation work, are all within the scope known to technical personnel in this field and belong to common knowledge, and will not be elaborated on.

[0037] To summarize, this operation platform uses sensors to detect stress on the pile foundations and support frames of offshore photovoltaics, and can grasp the pile foundation settlement, deformation of the pile foundation and support frame caused by various factors, such as pile foundation settlement and sea ice impact in real time. This operation platform uses an anti-deformation bracket structure to improve the structural strength of the support frame supporting the photovoltaic panels, and also supports the support frame through support adjustment piles. When the support frame is subjected to stress changes caused by external forces, corresponding structural adjustments are made in time to ensure the balance of the overall structural stress, so as to solve the structural stability of the platform caused by external forces, protect the pile foundation through a buffer and anti-collision structure, detect the sea ice impact force in real time, and respond in time to ensure timely warning, ensure the overall stability of the offshore centralized photovoltaic detection and early warning operation platform, and ensure the service life of the operation platform.

[0038] The above description is only by way of illustration of certain exemplary embodiments of the present invention. It is undoubted that those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. An offshore centralized photovoltaic detection and early warning operation platform, comprising a pile foundation (1) and a support frame (2) supported by the pile foundation (1), a photovoltaic panel being laid on the support frame (2), characterized in that: An anti-deformation support structure is arranged below the support frame (2), and a support adjustment pile is arranged at the top of the pile foundation (1), the support adjustment pile is used to support the bottom of the anti-deformation support structure, and when the pile foundation (1) settles, the support frame (2) and the anti-deformation support structure are deformed, resulting in a change in the support stress of the support adjustment pile position, the support height is adjusted by the support adjustment pile to restore the support stress of the anti-deformation support structure; The support adjustment pile includes a support portion and an adjustment portion, and the adjustment portion adjusts the support height relative to the axial direction of the support portion to restore the support stress on the anti-deformation support structure.

2. The offshore concentrated photovoltaic detection and early warning operation platform according to claim 1 is characterized in that: The anti-deformation support structure comprises a longitudinal frame (3), wherein the longitudinal frame (3) is a plurality of groups arranged parallel to each other below the support frame (2), and a transverse frame (4) is arranged between each two adjacent groups of the longitudinal frame (3), and the transverse frame (4) is arranged obliquely to the longitudinal frame (3); The longitudinal frame (3) and the transverse frame (4) are both supported by the pile foundation (1) below.

3. The offshore concentrated photovoltaic detection and early warning operation platform according to claim 2 is characterized in that: The longitudinal frame (3) is a supporting frame structure that is in the shape of a triangle as a whole, and the transverse frame (4) is a triangular truss structure.

4. The offshore concentrated photovoltaic detection and early warning operation platform according to claim 2 is characterized in that: The support portion comprises a support column (5), and a flange connection is formed between the bottom of the support column (5) and the top of the pile foundation (1).

5. The offshore concentrated photovoltaic detection and early warning operation platform according to claim 3 is characterized in that: The adjustment portion comprises an adjustment sleeve (6), wherein the adjustment sleeve (6) is sleeved on the support column (5) and slides axially on the support column (5); The outer side of the adjustment sleeve (6) is fixedly connected to the longitudinal frame (3) and the transverse frame (4) by arranging side wing plates; An adjustment mechanism is provided between the adjustment sleeve (6) and the support column (5) for driving the adjustment sleeve (6) to move axially relative to the support column (5) and to locate the position after the movement.

6. The offshore concentrated photovoltaic detection and early warning operation platform according to claim 5, characterized in that: The adjustment mechanism comprises a bottom support ring (7), the bottom support ring (7) being fixedly arranged around the bottom of the support column (5), a plurality of tightening bolts (8) being arranged circumferentially on the bottom support ring (7) for tightening against the bottom surface of the adjustment sleeve (6), the tightening bolts (8) passing through the bottom support ring (7) and being threadedly engaged with the bottom support ring (7); An assembly plate (9) is arranged above the support column (5), and a plurality of connecting ribs (10) are arranged circumferentially between the lower surface of the assembly plate (9) and the outer surface of the upper end of the adjustment sleeve (6). An internally threaded pipe fitting (11) is arranged through the center of the assembly plate (9), and a threaded rod (12) threadably matched with the internally threaded pipe fitting (11) is arranged inside the internally threaded pipe fitting (11), and the lower end of the threaded rod (12) is pressed tightly against the upper end surface of the support column (5).

7. The offshore concentrated photovoltaic detection and early warning operation platform according to claim 1 is characterized in that: A wind direction and wind speed are detected by arranging an anemometer at a windward position on the support frame (2).

8. The offshore concentrated photovoltaic detection and early warning operation platform according to claim 1 is characterized in that: Differential resistance strain gauges are arranged on the pile foundation (1) and the support frame (2) to detect stress changes of the pile foundation (1) and the support frame (2) when they are displaced or deformed.

9. The offshore concentrated photovoltaic detection and early warning operation platform according to claim 1, characterized in that: The pile foundation (1) is provided with a buffer and anti-collision structure, and the buffer and anti-collision structure comprises: A side anti-collision plate (13), wherein the side anti-collision plate (13) is a structure of two sets of plates which are symmetrically arranged and connected at one end to form a V shape; A mounting frame (14), the mounting frame (14) being arranged on the inner side of the side anti-collision plate (13); A connecting frame (15), the connecting frame (15) being a rectangular frame structure, the connecting frame (15) being connected to the mounting frame (14); Guide support rods (16), the guide support rods (16) being at least two groups and being symmetrically arranged parallel to each other on the inner side of the connecting frame (15), a connecting plate (17) being arranged on the inner side of the connecting frame (15), guide holes (18) for the guide support rods (16) to pass through being arranged at both ends of the connecting plate (17), a compression spring (19) being sleeved on the guide support rods (16), the compression spring (19) being compressed between the connecting frame (15) and the connecting plate (17), and the connecting plate (17) being rotatably connected to the pile foundation (1) via a bearing.

10. The offshore concentrated photovoltaic detection and early warning operation platform according to claim 9, characterized in that: An ice pressure gauge (20) is provided between the connecting frame (15) and the mounting frame (14).

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