Large wind power auxiliary installation platform
By combining floating positioning and dry operation, and utilizing the combination of main buoys, auxiliary buoys and anchoring posts, the efficient and stable installation of offshore wind power foundations was achieved. This solved the problems of insufficient installation accuracy and corrosion of traditional platforms in complex marine environments, and improved the foundation connection strength and installation efficiency.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- ANHUI CHUANGGAO HOISTING ENGINEERING CO LTD
- Filing Date
- 2025-07-15
- Publication Date
- 2026-06-02
AI Technical Summary
Traditional offshore installation platforms struggle to achieve high-precision installations in complex marine environments and cannot isolate the foundation installation surface from seawater erosion, resulting in insufficient foundation connection strength and low installation efficiency, failing to meet the installation requirements of large-capacity units.
The system employs a combination of floating positioning and dry operation. Buoyancy is provided by the main and auxiliary buoy boxes. The combination design of anchoring columns and dry installation chambers utilizes gear and rack meshing transmission to achieve stable levitation and precise positioning of the platform. Combined with sealing gaskets and drainage pumps, a dry working environment is created to isolate seawater from the impact of foundation installation.
It has enabled efficient and stable installation of offshore wind power foundations, improved foundation connection strength and durability, simplified the construction process, ensured installation accuracy and efficiency, and avoided safety risks from seawater corrosion and complex underwater operations.
Smart Images

Figure CN224311957U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of offshore wind power installation equipment, and in particular to a large-scale wind power auxiliary installation platform. Background Technology
[0002] With the trend of offshore wind power moving towards large-capacity units, the installation of large wind turbine foundations faces significant technical bottlenecks. Traditional offshore installation platforms, due to insufficient structural strength, struggle to accurately control their attitude in complex marine environments such as strong winds, high currents, and tidal changes, resulting in difficulty in ensuring foundation installation accuracy. The verticality error of large-capacity foundations often exceeds the standard, weakening the long-term load-bearing capacity of the structure. In addition, conventional platforms have limited functions, focusing only on foundation hoisting and transportation, lacking the ability to construct dry working environments, and failing to isolate seawater from the corrosion of the foundation installation surface. The connection section between the foundation and the tower of large-capacity units has high requirements for dryness and cleanliness. Seawater infiltration can cause problems such as steel structure corrosion and grout adhesion failure, seriously affecting the foundation connection strength and overall stability. Traditional installation platforms cannot simultaneously ensure high-strength load-bearing capacity and stable construction in dry working environments, and it is even more difficult to achieve automated collaborative operations between multiple systems, resulting in low installation efficiency and failing to meet the urgent needs of large-scale offshore wind power development.
[0003] Therefore, those skilled in the art have provided a large-scale wind power auxiliary installation platform to solve the problems mentioned in the background art. Utility Model Content
[0004] The purpose of this invention is to address the shortcomings of existing technologies by achieving efficient and stable offshore wind power foundation installation through innovative floating positioning and dry operation linkage. During the transportation phase, the platform relies on the main buoy and four extended auxiliary buoys at the corners to provide sufficient buoyancy, allowing it to safely float on the sea surface for long-distance transport. The auxiliary buoys expand the buoyancy area and enhance the platform's stability against wind and waves. Upon arrival at the installation area, the platform enters the positioning phase. The four support anchors, driven by the drive motors, rapidly descend through gear and rack meshing. Their bottom anchor tips are designed with sharp points to quickly penetrate the seabed, using the reaction force to lift the main buoy out of the water. Each motor is housed in an independent, sealed, waterproof box to prevent seawater intrusion, thus avoiding short circuits or core corrosion. The guide cavity inside the anchor fixing sleeve provides precise guidance and positioning for the anchors, in conjunction with the limiting position at the top of the anchors. To prevent excessive displacement and ensure stable platform levitation, the platform effectively resists wave impact and provides a stable base for subsequent installation. Entering the dry operation phase, the dry installation chamber at the center of the main pontoon is vertically lowered to the seabed via gear and rack transmission driven by a drive motor. The adaptive sealing gasket at the bottom of the chamber closely conforms to the seabed topography, forming a reliable waterproof barrier. Subsequently, the chamber's drainage pump quickly pumps out the internal seawater, creating a dry environment within the working chamber and completely isolating it from the impact of seawater on wind turbine foundation installation. This dry operation mode avoids seawater corrosion of the steel structure and eliminates the adverse effects of seawater on concrete grouting, component welding, and other processes, significantly improving the foundation connection strength and durability. Simultaneously, it eliminates the need for diving operations or complex waterproofing measures, greatly simplifying the construction process. Combined with multi-system automated collaborative control, it achieves highly efficient operation throughout the entire process from positioning to installation.
[0005] To achieve the above objectives, this utility model provides the following technical solution:
[0006] A large-scale wind power auxiliary installation platform includes a main float box. A cavity fixing sleeve is fixedly installed at the center of the main float box. A cavity guide slide cavity is formed inside the cavity fixing sleeve. Four waterproof boxes are symmetrically fixedly installed on the surface of the main float box along the cavity fixing sleeve. A cavity drive motor is fixedly installed inside each waterproof box. A dry installation cavity is inserted into the cavity guide slide cavity. A working chamber is formed inside the dry installation cavity. Four cavity gear guide grooves are symmetrically formed on the surface of the dry installation cavity. An adaptive sealing gasket is fixedly installed at the bottom of the dry installation cavity. A cavity drainage pump is fixedly installed on the surface of the dry installation cavity. A secondary buoy extends from the center of each of the four sides of the main buoy. An anchoring column fixing sleeve is fixedly installed on each secondary buoy. An anchoring column guide cavity is opened inside each anchoring column fixing sleeve. Two waterproof boxes are symmetrically fixedly installed on the surface of each secondary buoy along the anchoring column fixing sleeve. Two anchoring column drive motors are fixedly installed inside each waterproof box. A supporting anchoring column passes through each anchoring column guide cavity. An anchoring column gear guide grooves are opened on both sides of each supporting anchoring column.
[0007] Through the above technical solution, a precise guiding structure for the dry installation cavity is formed by setting a cavity fixing sleeve and a cavity guide slide in the center of the main buoy box. This, combined with cavity drive motors symmetrically arranged inside waterproof boxes, ensures reliable motor drive of the dry installation cavity as it rises and falls vertically along the cavity guide slide, thanks to the waterproof box's sealing and protection against seawater erosion. The self-adaptive sealing gasket at the bottom of the dry installation cavity works in conjunction with the cavity drainage pump on the surface. When lowered to the seabed, the gasket conforms to the terrain to form a waterproof barrier, and the drainage pump pumps out the internal seawater, creating a dry working environment within the operating cavity. This dry installation mode avoids seawater corrosion of the wind turbine foundation steel structure, eliminates the impact of seawater on concrete grouting and component welding processes, significantly improves foundation connection strength and durability, and eliminates the need for submersion. Water-based operations or complex underwater protective measures simplify the construction process, reduce safety risks, and provide land-like operating conditions for offshore wind power foundation installation, ensuring installation accuracy and efficiency. The auxiliary buoys extending from the main buoy are fixed with anchoring column fixing sleeves and anchoring column guide cavities. Symmetrically arranged waterproof boxes house anchoring column drive motors, which drive the support anchoring columns to move up and down along the anchoring column guide cavities. When the support anchoring columns are inserted into the seabed, the reaction force lifts the main buoy out of the water surface. The anchoring column gear guide grooves on its surface mesh with the drive system, precisely controlling the lifting stroke and platform attitude. Combined with the dry installation cavity, this achieves dry, high-precision installation of offshore wind power foundations, fundamentally solving problems such as shortened foundation lifespan and insufficient installation accuracy caused by seawater erosion in traditional underwater operating environments.
[0008] Furthermore, each of the cavity drive motors is rotatably connected to a cavity motor drive shaft, and each cavity motor drive shaft passes through a cavity fixing sleeve and is fixedly connected to a cavity gear.
[0009] With the above technical solution, each cavity drive motor is rotatably connected to the cavity motor drive shaft, and each cavity motor drive shaft passes through the cavity fixing sleeve and is fixedly connected to the cavity gear, forming a synchronous drive structure. When the motor starts, the drive shaft transmits torque to the cavity gear, and the gear meshes with the rack fixed on the surface of the dry-mounted cavity, driving the cavity to rise and fall smoothly along the guide slide.
[0010] Furthermore, each of the anchoring post drive motors is rotatably connected to the anchoring post motor drive shaft, and each of the anchoring post motor drive shafts passes through the anchoring post fixing sleeve and is fixedly connected to the anchoring post gear.
[0011] Through the above technical solution, each anchoring post drive motor is rotatably connected to the anchoring post motor drive shaft, and each anchoring post motor drive shaft passes through the anchoring post fixing sleeve and is fixedly connected to the anchoring post gear, forming a symmetrical double gear drive structure. When the motor starts, the drive shaft transmits power to the anchoring post gear, and the gear meshes with the rack supporting the surface of the anchoring post, driving the anchoring post to move up and down precisely along the guide slide cavity.
[0012] Furthermore, a cavity rack is fixedly provided on one side of each of the four cavity gear guide grooves, and the four cavity gear guide grooves mesh with the four cavity gears on the inner wall of the cavity fixing sleeve.
[0013] Through the above technical solution, a cavity rack is fixedly installed on one side of each of the four cavity gear guide grooves. The four cavity gear guide grooves mesh with the four cavity gears on the inner wall of the cavity fixing sleeve, forming a four-gear synchronous transmission structure. When the cavity drive motor drives the cavity gears to rotate, the four gears, through meshing with the cavity racks, synchronously drive the dry installation cavity to rise and fall along the cavity guide slide. This structure distributes the force evenly through multiple gears, dispersing the lateral force during the cavity lowering process to four meshing points, ensuring uniform contact between the sealing gasket at the bottom of the working cavity and the seabed surface, avoiding sealing failure due to skew. At the same time, the four-gear transmission system has higher transmission rigidity and can withstand the impact load during cavity lowering.
[0014] Furthermore, an anchoring column rack is fixedly provided on one side of each anchoring column gear guide groove, and each anchoring column gear guide groove meshes with two anchoring column gears on the inner wall of the anchoring column fixing sleeve. An anchoring column tip is fixedly provided at the bottom of each supporting anchoring column, and a limiting plate is fixedly provided at the top of each supporting anchoring column.
[0015] Through the above technical solution, an anchoring column rack is fixedly installed on one side of each anchoring column gear guide groove. Each guide groove meshes with two anchoring column gears on the inner wall of the anchoring column fixing sleeve, forming a double-gear synchronous transmission structure. When the anchoring column drive motor drives the anchoring column gear to rotate, the double gears, through meshing with the anchoring column rack, synchronously drive the support anchoring column to rise and fall along the guide slide cavity. This structure distributes the lateral force when the anchoring column is inserted into the seabed to two meshing points through the uniform force of the double-sided gears, avoiding the platform tilting from affecting the installation accuracy. The anchoring column tip fixed at the bottom of each support anchoring column adopts a tapered and sharpened design to quickly cut into the seabed rock layer or soft soil. The limiting plate set at the top of the support anchoring column cooperates with the limiting groove at the top of the anchoring column fixing sleeve. When the anchoring column rises to the preset height, the limiting plate can block the motor drive signal in real time to prevent the anchoring column from being excessively raised and detached from the guide slide cavity.
[0016] This utility model has the following beneficial effects:
[0017] This utility model proposes a large-scale wind power auxiliary installation platform that achieves efficient and stable offshore wind power foundation installation through innovative floating, positioning, and dry operation linkage. During the transportation phase, the platform relies on the main buoy and four corner extension floats to provide sufficient buoyancy, allowing it to safely float on the sea surface for long-distance transport. The floats expand the buoyancy area and enhance the platform's stability against wind and waves. Upon arrival at the installation area, the platform enters the positioning phase. The four support anchors, driven by the drive motor, rapidly descend through gear and rack meshing. Their bottom anchor tips are designed with sharp points to quickly penetrate the seabed, using the reaction force to lift the main buoy out of the water. Each motor is housed in an independent, sealed, waterproof tank to prevent seawater intrusion and avoid short circuits or core corrosion. The guide cavity inside the anchor fixing sleeve provides precise guidance and positioning for the anchor, in conjunction with the limiting plate at the top of the anchor to prevent... To prevent excessive displacement, ensure stable platform levitation, effectively resist wave impact, and provide a stable base for subsequent installation, the dry operation phase begins. The dry installation chamber at the center of the main buoy is vertically lowered to the seabed via gear and rack transmission driven by a drive motor. The adaptive sealing gasket at the bottom of the chamber closely conforms to the seabed topography, forming a reliable waterproof barrier. Subsequently, the chamber's drainage pump rapidly pumps out the internal seawater, creating a dry environment within the working chamber and completely isolating it from the impact of seawater on wind turbine foundation installation. This dry operation mode avoids seawater corrosion of the steel structure and eliminates the adverse effects of seawater on concrete grouting, component welding, and other processes, significantly improving foundation connection strength and durability. Simultaneously, it eliminates the need for diving operations or complex waterproofing measures, greatly simplifying the construction process. Combined with multi-system automated collaborative control, it achieves highly efficient operation throughout the entire process from positioning to installation. Attached Figure Description
[0018] Figure 1 Exploded view of the components of a large wind power auxiliary installation platform proposed in this utility model;
[0019] Figure 2 This is a front view of a large-scale wind power auxiliary installation platform proposed in this utility model;
[0020] Figure 3 This is a top view of a large-scale wind power auxiliary installation platform proposed in this utility model;
[0021] Figure 4 This is a schematic diagram of the floating box structure of a large-scale wind power auxiliary installation platform proposed in this utility model;
[0022] Figure 5 for Figure 3 Enlarged view of point A in the middle;
[0023] Figure 6 for Figure 3 Enlarged view of point B in the middle;
[0024] Explanation of reference numerals in the attached figures:
[0025] 1. Main buoy box; 2. Cavity fixing sleeve; 3. Dry installation cavity; 4. Adaptive sealing gasket; 5. Cavity drainage pump; 6. Anchor post anchor tip; 7. Anchor post rack; 8. Anchor post drive motor; 9. Anchor post gear guide groove; 10. Working cavity; 11. Support anchor post; 12. Anchor post fixing sleeve; 13. Secondary buoy box; 14. Cavity post gear guide groove; 15. Anchor post motor drive shaft; 16. Anchor post guide slide cavity; 17. Cavity post guide slide cavity; 18. Cavity post gear; 19. Waterproof box; 20. Cavity post drive motor; 21. Cavity post rack; 22. Cavity post motor drive shaft; 23. Anchor post gear; 24. Limiting plate. Detailed Implementation
[0026] The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings of specific embodiments. Obviously, the described specific embodiments are only a part of the specific embodiments of the present invention, and not all of them. Based on the specific embodiments of the present invention, all other specific embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.
[0027] Reference Figure 1 , Figure 3 , Figure 4 This utility model provides a specific implementation method:
[0028] A large wind power auxiliary installation platform includes a main float box 1. A cavity fixing sleeve 2 is fixedly installed at the center of the main float box 1. A cavity guide slide 17 is opened inside the cavity fixing sleeve 2. Four waterproof boxes 19 are symmetrically fixedly installed on the surface of the main float box 1 along the cavity fixing sleeve 2. A cavity drive motor 20 is fixedly installed inside each waterproof box 19. A dry installation cavity 3 is inserted inside the cavity guide slide 17. A working chamber 10 is opened inside the dry installation cavity 3. Four cavity gear guide grooves 14 are symmetrically opened on the surface of the dry installation cavity 3. An adaptive sealing gasket 4 is fixedly installed at the bottom of the dry installation cavity 3. A cavity drainage pump 5 is fixedly installed on the surface of the dry installation cavity 3. The main float box 1 has four sides extending along the center. An auxiliary buoy 13 extends outwards, and each auxiliary buoy 13 is fixedly equipped with an anchor post fixing sleeve 12. Each anchor post fixing sleeve 12 has an anchor post guide cavity 16 inside. Two waterproof boxes 19 are symmetrically fixed along the anchor post fixing sleeve 12 on the surface of each auxiliary buoy 13. Two anchor post drive motors 8 are fixedly installed inside each waterproof box 19. Each anchor post guide cavity 16 has a supporting anchor post 11 passing through it. Each supporting anchor post 11 has symmetrically opened anchor post gear guide grooves 9 on both sides. By setting the cavity fixing sleeve 2 at the center of the main buoy 1 and the cavity guide cavity 17, a precise guiding structure for the dry installation cavity 3 is formed. This is combined with the symmetrically set waterproof boxes 19. The cavity drive motor 20, protected by a sealed waterproof tank 19, isolates the cavity 3 from seawater corrosion, ensuring reliable motor drive of the dry installation cavity 3 vertically up and down along the cavity guide slide 17. The self-adaptive sealing gasket 4 at the bottom of the dry installation cavity 3 works in conjunction with the cavity drainage pump 5 on the surface. When lowered to the seabed, the gasket conforms to the terrain to form a waterproof barrier, and the drainage pump pumps out the internal seawater, creating a dry working environment in the working chamber 10. This dry installation mode avoids seawater corrosion of the wind turbine foundation steel structure and eliminates the impact of seawater on concrete grouting, component welding, and other processes, significantly improving the foundation connection strength and durability. Simultaneously, it eliminates the need for diving operations or complex underwater protection measures, simplifying the construction process, reducing safety risks, and ensuring the safety of offshore wind turbine foundations. The system provides land-like operating conditions, ensuring installation accuracy and efficiency. The auxiliary buoys 13 extending from the four sides of the main buoy 1 are fixed with anchoring column fixing sleeves 12 and anchoring column guide cavities 16. The symmetrically arranged waterproof boxes 19 are equipped with anchoring column drive motors 8, which drive the support anchoring column 11 to move up and down along the anchoring column guide cavities 16. When the support anchoring column 11 is inserted into the seabed, it lifts the main buoy 1 out of the water surface by reaction force. The anchoring column gear guide groove 9 on its surface meshes with the drive system to precisely control the lifting stroke and platform attitude. Together with the dry installation cavity 3, it realizes the dry high-precision installation of offshore wind power foundations, fundamentally solving the problems of shortened foundation life and insufficient installation accuracy caused by seawater erosion in traditional underwater operating environments.
[0029] Reference Figure 2 , Figure 5 , Figure 6This utility model provides another specific embodiment:
[0030] Each cavity drive motor 20 is rotatably connected to a cavity motor drive shaft 22. Each cavity motor drive shaft 22 passes through a cavity fixing sleeve 2 and is fixedly connected to a cavity gear 18, forming a synchronous drive structure. When the motor starts, the drive shaft transmits torque to the cavity gear 18. The gear meshes with the cavity rack 21 fixed on the surface of the dry-installation cavity 3, driving the cavity to rise and fall smoothly along the cavity guide slide 17. Each anchor post drive motor 8 is rotatably connected to an anchor post motor drive shaft 15. Each anchor post motor drive shaft 15 passes through an anchor post fixing sleeve 12 and is fixedly connected to an anchor post gear 23. Each anchor post drive motor 8 is rotatably connected to an anchor post motor drive shaft 15, and each anchor post motor drive shaft 15 passes through an anchor post fixing sleeve 12 and is fixedly connected to an anchor post gear 23. The fixed sleeve 12 is fixedly connected to the anchoring column gear 23, forming a symmetrical double gear drive structure. When the motor starts, the transmission shaft transmits power to the anchoring column gear 23. The gear meshes with the anchoring column rack 7 on the surface of the anchoring column 11, driving the anchoring column to rise and fall precisely along the anchoring column guide slide cavity 16. A cavity rack 21 is fixedly installed on one side of each of the four cavity gear guide grooves 14. The four cavity gear guide grooves 14 mesh with the four cavity gears 18 on the inner wall of the cavity fixed sleeve 2. A cavity rack 21 is fixedly installed on one side of each of the four cavity gear guide grooves 14. The four cavity gear guide grooves 14 mesh with the four cavity gears 18 on the inner wall of the cavity fixed sleeve 2, forming a four-gear synchronous transmission structure. When the cavity drive motor 20 drives the cavity gears 18 to rotate, the four gears, through meshing with the cavity racks 21, synchronously drive the dry installation cavity 3 to rise and fall along the cavity guide slide cavity 17.This structure distributes force evenly through multiple gears, dispersing the lateral force during the lowering of the cavity to four meshing points. This ensures uniform contact between the self-adaptive sealing gasket 4 at the bottom of the working cavity 10 and the seabed surface, preventing seal failure due to misalignment. Simultaneously, the four-gear transmission system possesses higher transmission rigidity, capable of withstanding the impact load during cavity lowering. An anchoring pin rack 7 is fixedly installed on one side of each anchoring pin gear guide groove 9, and each anchoring pin gear guide groove 9 meshes with two anchoring pin gears 23 on the inner wall of the anchoring pin fixing sleeve 12. An anchoring pin tip 6 is fixedly installed at the bottom of each supporting anchoring pin 11, and a limiting plate 24 is fixedly installed at the top of each supporting anchoring pin 11. An anchoring pin rack 7 is fixedly installed on one side of each anchoring pin gear guide groove 9, and each guide groove meshes with the inner wall of the anchoring pin fixing sleeve 12. The two anchoring column gears 23 mesh to form a dual-gear synchronous transmission structure. When the anchoring column drive motor 8 drives the anchoring column gear 23 to rotate, the dual gears mesh with the anchoring column rack 7 to synchronously drive the support anchoring column 11 to rise and fall along the anchoring column guide slide cavity 16. This structure distributes the lateral force of the anchoring column when it is inserted into the seabed to two meshing points through the uniform force of the two-sided gears, avoiding the platform tilting from affecting the installation accuracy. The anchoring column tip 6 fixed at the bottom of each support anchoring column 11 adopts a tapered sharpening design to quickly cut into the seabed rock layer or soft soil. The limiting plate 24 set at the top of the support anchoring column 11 cooperates with the limiting groove at the top of the anchoring column fixing sleeve 12. When the anchoring column rises to the preset height, the limiting plate 24 can block the motor drive signal in real time to prevent the anchoring column from being excessively raised and detached from the anchoring column guide slide cavity 16.
[0031] Working Principle: The platform structure, consisting of the main buoy 1 and four auxiliary buoys 13, floats on the sea surface. During transportation, the main buoy 1 and auxiliary buoys 13 provide sufficient buoyancy. Each motor is housed in an independent, sealed waterproof box 19 to prevent seawater intrusion, thus avoiding short circuits or core corrosion. Upon arrival at the installation area, the anchoring column drive motor 8 is activated. This motor drives the anchoring column gear 23 to rotate via the motor drive shaft 15. The anchoring column gear 23 meshes with the anchoring column rack 7, driving the support anchoring column 11 to move downwards along the anchoring column guide cavity 16 within the anchoring column fixing sleeve 12. The anchoring column tip 6 at the bottom of the support anchoring column 11 inserts into the seabed, using the reaction force to lift the main buoy 1 out of the water. The limiting plate 24 at the top of the support anchoring column 11 cooperates with the anchoring column fixing sleeve 12 to prevent detachment, ensuring stable platform levitation. Then, the cavity drive motor 20 is started, which drives the cavity gear 18 to rotate through the cavity motor transmission shaft 22. The cavity gear 18 meshes with the cavity rack 21 fixed on the dry installation cavity 3, driving the dry installation cavity 3 to be vertically lowered to the seabed along the cavity guide slide 17 inside the cavity fixing sleeve 2. The self-adaptive sealing gasket 4 at the bottom of the dry installation cavity 3 conforms to the seabed topography to form a seal. Then, the cavity drainage pump 5 is turned on to pump out the seawater inside the dry installation cavity 3, so that the working cavity 10 forms a dry environment. During the operation, the anchor column gear guide groove 9 on the support anchor column 11 meshes with the anchor column gear 23. With the transmission of the cavity gear guide groove 14 and the cavity gear 18, the lowering position and verticality of the dry installation cavity 3 are precisely controlled. The whole process achieves high-precision dry installation of offshore wind power foundations through the coordinated work of various components.
[0032] The following points should be noted in this article:
[0033] 1. The accompanying drawings of the embodiments disclosed herein only relate to the structures involved in the embodiments disclosed herein; other structures can be referred to in general design.
[0034] 2. Where there is no conflict, the embodiments of this disclosure and the features in the embodiments can be combined with each other to obtain new embodiments.
[0035] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing specific embodiments, those skilled in the art can still modify the technical solutions described in the foregoing specific embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.
Claims
1. A large-scale wind power auxiliary installation platform, comprising a main pontoon (1), characterized in that: A cavity fixing sleeve (2) is fixedly installed at the center of the main float box (1). A cavity guide slide cavity (17) is opened inside the cavity fixing sleeve (2). Four waterproof boxes (19) are symmetrically fixedly installed on the surface of the main float box (1) along the cavity fixing sleeve (2). A cavity drive motor (20) is fixedly installed inside each waterproof box (19). A dry installation cavity cylinder (3) is inserted inside the cavity guide slide cavity (17). A working cavity (10) is opened inside the dry installation cavity cylinder (3). Four cavity gear guide grooves (14) are symmetrically opened on the surface of the dry installation cavity cylinder (3). An adaptive sealing gasket (4) is fixedly installed at the bottom of the dry installation cavity cylinder (3). A cavity drainage pump (5) is fixedly installed on the surface. A secondary float (13) extends from the center of each of the four sides of the main float (1). An anchoring column fixing sleeve (12) is fixedly installed on each secondary float (13). An anchoring column guide slide cavity (16) is opened inside each anchoring column fixing sleeve (12). Two waterproof boxes (19) are symmetrically fixed on the surface of each secondary float (13) along the anchoring column fixing sleeve (12). Two anchoring column drive motors (8) are fixedly installed inside each waterproof box (19). A supporting anchoring column (11) is inserted through each anchoring column guide slide cavity (16). An anchoring column gear guide groove (9) is opened on both sides of each supporting anchoring column (11).
2. The large-scale wind power auxiliary installation platform according to claim 1, characterized in that: Each of the cavity drive motors (20) is rotatably connected to a cavity motor drive shaft (22), and each of the cavity motor drive shafts (22) passes through a cavity fixing sleeve (2) and is fixedly connected to a cavity gear (18).
3. The large-scale wind power auxiliary installation platform according to claim 1, characterized in that: Each of the anchoring post drive motors (8) is rotatably connected to the anchoring post motor drive shaft (15), and each of the anchoring post motor drive shafts (15) passes through the anchoring post fixing sleeve (12) and is fixedly connected to the anchoring post gear (23).
4. A large-scale wind power auxiliary installation platform according to claim 1, characterized in that: A cavity rack (21) is fixedly provided on one side of each of the four cavity gear guide grooves (14), and the four cavity gear guide grooves (14) mesh with the four cavity gears (18) on the inner wall of the cavity fixing sleeve (2).
5. A large-scale wind power auxiliary installation platform according to claim 1, characterized in that: An anchoring pin rack (7) is fixedly provided on one side of each anchoring pin gear guide groove (9). Each anchoring pin gear guide groove (9) meshes with two anchoring pin gears (23) on the inner wall of the anchoring pin fixing sleeve (12). An anchoring pin tip (6) is fixedly provided at the bottom of each supporting anchoring pin (11). A limiting plate (24) is fixedly provided at the top of each supporting anchoring pin (11).