Offshore photovoltaic stable pile construction platform with self-leveling and fine-tuning positioning functions
The offshore photovoltaic (PV) stabilization platform, with its self-leveling and fine-tuning positioning functions, utilizes components such as suction cylinders and pile jacks to solve the tilt and accuracy problems of the offshore PV stabilization platform, achieving efficient pile positioning and verticality control, and improving construction efficiency.
Patent Information
- Application Number
- CN202511396089.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-09-28
- Publication Date
- 2025-11-14
AI Technical Summary
Existing offshore photovoltaic stabilization platforms are prone to tilting and moving under the influence of ocean currents, seawater buoyancy, and unbalanced forces during pile driving, making it difficult to achieve the required pile foundation accuracy.
The offshore photovoltaic stabilization pile construction platform, which has self-leveling and fine-tuning positioning functions, is adopted. It includes the platform body, suction components and pile jacking device. The platform is dynamically leveled through suction cylinder, and the four-way pile jacking device performs coordinated fine-tuning. Combined with the arm opening and closing mechanism formed by U-shaped beam segment, opening and closing component and cantilever beam segment, the entire process of pile hoisting, pile stabilization, vertical adjustment and pile driving can be completed by a single piece of equipment.
It improves construction efficiency, ensures precise positioning and verticality of piles, breaks through the limitations of traditional platforms that rely on large engineering vessels for leveling, and realizes continuous operation of multiple piles and precise position control.
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Figure CN120945866A_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the field of marine engineering technology, specifically to a marine photovoltaic stabilization pile construction platform with self-leveling and fine-tuning positioning functions. Background Technology
[0002] In recent years, as the space for onshore renewable energy utilization has gradually reached saturation, overexploitation has led to a series of problems. Against this backdrop, offshore photovoltaic (PV) has emerged as a new renewable energy power generation method. Compared to traditional ground-mounted PV, offshore PV significantly reduces land occupation while increasing power generation by 5%-10%. This significant increase is attributed to the characteristics of the marine environment, including the unobstructed openness of the water surface, extended sunshine hours, and the effect of light reflection from the water surface.
[0003] However, due to the high precision required for the absolute and relative positions of photovoltaic piles during offshore piling, a four-pile fixed stabilizing platform is generally used to assist in achieving the required accuracy for offshore pile positioning and verticality. This type of stabilizing platform has a fixed pile gripper at each of the four corners of a rectangular frame, providing high precision in controlling the relative positions of the four piles. However, the following problems were encountered during construction.
[0004] 1. Since the positioning of the four-pile fixed pile stabilization platform determines the positioning of the four pile foundations, the pile stabilization platform needs to have a very high positioning accuracy. Whether it is placed by a crane or positioned by self-floating, the process is very complicated. 2. In near-shore and shallow sea areas, the seabed is generally covered with thick silt. Pile-stabilized platforms that sit on the sea mud by their own weight are prone to tilting and moving under the influence of ocean currents, seawater buoyancy, and unbalanced forces during pile driving, which can lead to the pile foundation not meeting the required accuracy.
[0005] Therefore, it is necessary to provide a marine photovoltaic stabilization pile construction platform with self-leveling and fine-tuning positioning functions. Summary of the Invention
[0006] The purpose of this invention is to provide a marine photovoltaic stabilization platform with self-leveling and fine-tuning positioning functions to solve the problem that existing stabilization platforms are prone to tilting and moving under the action of ocean currents, seawater buoyancy, and unbalanced forces during pile driving, resulting in the pile foundation accuracy not meeting the requirements.
[0007] To achieve the above objectives, the present invention adopts the following technical solution: A marine photovoltaic (PV) pile stabilization construction platform with self-leveling and fine-tuning positioning functions includes: a platform body, the top of which has an end beam for positioning the PV pile, and an opening and closing assembly installed on the end beam; and a suction assembly at the bottom of the platform body.
[0008] Furthermore, the suction component includes a suction cylinder.
[0009] Furthermore, the platform body includes: an upper crossbeam, an upper longitudinal beam, a lower crossbeam, a lower longitudinal beam, a reinforcing beam, an end beam, and a suction cylinder. The number of the upper crossbeam, the upper longitudinal beam, the lower crossbeam, the lower longitudinal beam, and the reinforcing beam are all two, and the number of the end beam and the suction cylinder are all four. The four suction cylinders are symmetrically arranged. The two upper crossbeams are symmetrically arranged, and both ends of each upper crossbeam are simultaneously connected to the upper ends of the two suction cylinders; the two upper longitudinal beams are symmetrically arranged between the two upper crossbeams, and both ends of each upper longitudinal beam are simultaneously connected to the upper ends of the two suction cylinders; every two end beams are symmetrically connected to both ends of each upper crossbeam. The two reinforcing beams intersect within the space enclosed by the two upper crossbeams and the two upper longitudinal beams, and the two ends of the reinforcing beams are respectively connected to the upper ends of the two opposite suction cylinders; The two lower crossbeams are symmetrically arranged, and both ends of each lower crossbeam are connected to the lower ends of the two suction cylinders; the two lower longitudinal beams are symmetrically arranged between the two lower crossbeams, and both ends of each lower longitudinal beam are connected to the lower ends of the two suction cylinders.
[0010] Furthermore, the end beam includes: The variable cross-section beam segment is connected at one end to the end of the upper crossbeam and at the other end to a U-shaped beam segment; One end of the cantilever beam segment is hinged to the end of the U-shaped beam segment near the variable cross-section beam segment via an opening and closing assembly, and the other end is connected to the end of the U-shaped beam segment away from the variable cross-section beam segment via a pin. An arm-operated platform is connected to the side of the variable cross-section beam segment closest to the opening and closing assembly; Both the U-shaped beam segment and the cantilever beam segment are equipped with pile drivers. Platform guardrails are installed on the variable cross-section beam segment, the U-shaped beam segment, and the cantilever beam segment.
[0011] Furthermore, the opening / closing component includes: The first adapter plate is fixedly connected to the side of the variable cross-section beam segment near the boom operating platform; The opening and closing screw has an opening and closing handwheel fixedly connected to one end of the opening and closing screw near the operating platform of the arm, and the other end of the opening and closing handwheel away from the opening and closing screw is hinged to the first adapter plate through a bearing. A first screw nut is connected to the opening and closing screw. The second adapter plate is fixedly connected to one end of the U-shaped beam segment near the variable cross-section beam segment; The first connecting rod is hinged at one end to the second adapter plate and at the other end to the first lead screw nut. The third adapter plate is fixedly connected to one end of the cantilever beam segment near the variable cross-section beam segment; The second connecting rod is hinged at one end to the third adapter plate and at the other end to the first lead screw nut.
[0012] Furthermore, the pile driver includes: An outer tube that is detachably connected to the U-shaped beam segment and the cantilever beam segment; A lead screw is partially housed inside the outer tube, with one end of the lead screw extending out of the outer tube and fixedly connected to a handwheel; a second lead screw nut is fitted onto the lead screw. The inner tube is connected to the second lead screw nut at one end and extends out of the outer tube at the other end, where a roller is connected; the inner tube and the outer tube are slidably connected.
[0013] Furthermore, the suction component includes: a vacuum pump, a gas supply pipe, an air inlet, an air outlet, and a cylinder; the bottom of the gas supply pipe is connected to the cylinder, and the top of the gas supply pipe is provided with an air inlet and an air outlet respectively; the vacuum pump is connected to the top of the gas supply pipe and is connected in cooperation with the air inlet and the air outlet respectively.
[0014] Furthermore, there are multiple jacking devices, which are arranged circumferentially around the photovoltaic pile body.
[0015] The present invention has the following beneficial effects: 1. This invention enables continuous operation of multiple piles through overall hoisting and relocation, reducing the time required for traditional single-pile positioning and greatly improving construction efficiency.
[0016] 2. The U-shaped beam segment, opening and closing assembly, pile jacking device, cantilever beam segment and pin shaft forming a clamping arm opening and closing mechanism coupled to the pile jacking system in this invention realizes the completion of the entire process of "pile hoisting-pile stabilization-pile adjustment-pile driving" with a single piece of equipment.
[0017] 3. The four-way jacking device in this invention provides coordinated fine-tuning, which solves the problem of accurate pile positioning caused by waves at sea, and ensures the accurate position and verticality of the pile.
[0018] 4. The independent vacuum control system of the suction cylinder in this invention realizes dynamic leveling of the platform, breaking through the limitation of traditional platforms relying on large engineering vessels for leveling. Attached Figure Description
[0019] Figure 1 This is a schematic diagram of the overall structure of the offshore photovoltaic stabilization pile construction platform with self-leveling and fine-tuning positioning functions provided by the present invention. Figure 2This is an enlarged structural schematic diagram of the mid-end beam of the offshore photovoltaic stabilization pile construction platform with self-leveling and fine-tuning positioning functions provided by the present invention. Figure 3 This is an enlarged structural schematic diagram of the suction cylinder in the offshore photovoltaic stabilization pile construction platform with self-leveling and fine-tuning positioning functions provided by the present invention; Figure 4 This is an enlarged structural schematic diagram of the opening and closing component in the offshore photovoltaic stabilization pile construction platform with self-leveling and fine-tuning positioning functions provided by the present invention. Figure 5 This is an enlarged structural diagram of the pile jacking device in the offshore photovoltaic stabilization pile construction platform with self-leveling and fine-tuning positioning functions provided by the present invention.
[0020] Among them: 1. End beam; 2. Upper crossbeam; 3. Upper longitudinal beam; 4. Suction cylinder; 5. Lower crossbeam; 6. Lower longitudinal beam; 7. Reinforcing beam; 101. Variable cross-section beam segment; 102. U-shaped beam segment; 103. Arm-mounted operating platform; 104. Opening and closing assembly; 105. Pile jack; 106. Cantilever beam segment; 107. Pin shaft; 108. Platform guardrail; 401. Gas supply pipe; 402. Air inlet; 403. Air outlet; 404. Cylinder body; 10401, First adapter plate; 10402, First handwheel; 10403, First lead screw; 10404, First connecting rod; 10405, Second adapter plate; 10406, Second connecting rod; 10407, Third adapter plate; 10501, Second handwheel; 10502, Outer tube; 10503, Second lead screw; 10504, Inner tube; 10505, Roller. Detailed Implementation
[0021] To enable those skilled in the art to better understand the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present application, and not all embodiments. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without creative effort should fall within the scope of protection of the present application. Example
[0022] Reference Figure 1-5In this embodiment, a marine photovoltaic (PV) pile stabilization construction platform with self-leveling and fine-tuning positioning functions includes: a platform body, with an end beam 1 at the top for positioning the PV piles, and an opening / closing assembly 104 installed on the end beam 1; and a suction assembly at the bottom of the platform body. The suction assembly includes a suction cylinder 4. This invention achieves continuous multi-pile operation through overall hoisting and displacement. A single platform has four end beams 1, which can simultaneously position four piles, ensuring the relative positional accuracy between piles, reducing the time required for traditional single-pile positioning, and greatly improving construction efficiency.
[0023] Specifically, the platform body includes: an upper crossbeam 2, an upper longitudinal beam 3, a lower crossbeam 5, a lower longitudinal beam 6, a reinforcing beam 7, end beams 1, and suction cylinders 4. There are two upper crossbeams 2, two upper longitudinal beams 3, two lower crossbeams 5, two lower longitudinal beams 6, and two reinforcing beams 7. There are four end beams 1 and four suction cylinders 4. The four suction cylinders 4 are symmetrically arranged. The two upper crossbeams 2 are symmetrically arranged, with both ends of each upper crossbeam 2 connected to the upper ends of two suction cylinders 4. The two upper longitudinal beams 3 are symmetrically arranged between the two upper crossbeams 2, with both ends of each upper longitudinal beam 3 connected to the upper ends of two suction cylinders 4. Every two end beams 1 are symmetrically connected to the two ends of each upper crossbeam 2.
[0024] Two reinforcing beams 7 intersect within the space enclosed by two upper crossbeams 2 and two upper longitudinal beams 3, with each end of the reinforcing beam 7 connected to the upper end of one of the two opposing suction cylinders 4. Two lower crossbeams 5 are symmetrically arranged, with each end of one lower crossbeam 5 connected to the lower end of one of the two suction cylinders 4. Two lower longitudinal beams 6 are symmetrically arranged between the two lower crossbeams 5, with each end of one lower longitudinal beam 6 connected to the lower end of one of the two suction cylinders 4, making the overall structure of the construction platform more stable.
[0025] In this embodiment, the end beam 1 includes a variable cross-section beam segment 101, one end of which is connected to the end of the upper cross beam 2, and the other end is connected to a U-shaped beam segment 102. One end of the cantilever beam segment 106 is hinged to the end of the U-shaped beam segment 102 near the variable cross-section beam segment 101 via an opening and closing assembly 104, and the other end is connected to the end of the U-shaped beam segment 102 away from the variable cross-section beam segment 101 via a pin 107. A boom operating platform 103 is connected to the side of the variable cross-section beam segment 101 near the opening and closing assembly 104. Pile jacks 105 are installed on both the U-shaped beam segment 102 and the cantilever beam segment 106. Platform railings 108 are installed on the variable cross-section beam segment 101, the U-shaped beam segment 102, and the cantilever beam segment 106. The four-way arrangement of pile jacks 105 on a single end beam 1 for coordinated fine-tuning solves the problem of precise pile positioning caused by sea waves, ensuring the accurate position and verticality of the pile. In this embodiment, there are four pile jacks 105. The four pile jacks 105 are arranged circumferentially around the photovoltaic pile body. By coordinating and adjusting the four pile jacks 105, the pile body is positioned in a precise location before the pile driving operation is carried out.
[0026] In this embodiment, the U-shaped beam segment 102, the opening and closing assembly 104, the pile jacking device 105, the cantilever beam segment 106, and the pin shaft 107 form a clamping arm opening and closing mechanism that couples the pile jacking system, realizing the completion of the entire process of "pile hoisting - pile stabilization - vertical adjustment - pile driving" with a single piece of equipment.
[0027] It is worth noting that, in this embodiment, the opening and closing assembly 104 includes: a first adapter plate 10401, which is fixedly connected to the side of the variable cross-section beam segment 101 near the boom operating platform 103; a first lead screw 10403, with a first handwheel 10402 fixedly connected to one end of the first lead screw 10403 near the boom operating platform 103; the end of the first handwheel 10402 away from the first lead screw 10403 is hinged to the first adapter plate 10401 via a bearing; and a first lead screw nut is fitted onto the first lead screw 10403.
[0028] The second transition plate 10405 is fixedly connected to one end of the U-shaped beam segment 102 near the variable cross-section beam segment 101. One end of the first connecting rod 10404 is hinged to the second transition plate 10405, and the other end is hinged to the first lead screw nut. The third transition plate 10407 is fixedly connected to one end of the cantilever beam segment 106 near the variable cross-section beam segment 101. One end of the second connecting rod 10406 is hinged to the third transition plate 10407, and the other end is hinged to the first lead screw nut.
[0029] The user rotates the first handwheel 10402 to drive the first lead screw 10403 to rotate, causing the first lead screw nut to move on the first lead screw 10403, thereby driving the first connecting rod 10404 and the second connecting rod 10406 to move. The second connecting rod 10406 drives the cantilever beam segment 106 to move closer to or away from the U-shaped beam segment 102, causing the opening of the U-shaped beam segment 102 to open or close.
[0030] More specifically, in this embodiment, the pile driver 105 includes an outer tube 10502 detachably connected to the U-shaped beam segment 102 and the cantilever beam segment 106. A lead screw 10503 is partially disposed inside the outer tube 10502, and a second handwheel 10501 is fixedly connected to one end of the second lead screw 10503 after it extends out of the outer tube 10502; a second lead screw nut is fitted onto the second lead screw 10503. One end of the inner tube 10504 is connected to the second lead screw nut, and the other end extends out of the outer tube 10502 and is connected to a roller 10505; the inner tube 10504 is slidably connected to the outer tube 10502.
[0031] In this embodiment, by rotating the second handwheel 10501, the second lead screw nut drives the inner tube 10504 to extend out of the outer tube 10502, and the roller 10505 contacts the pile body. There are four pile jacks 105, which are arranged circumferentially around the photovoltaic pile body. By coordinating and adjusting the four pile jacks 105, the pile body is positioned in a precise position before the pile driving operation is carried out.
[0032] In this embodiment, the suction assembly includes a vacuum pump, a gas supply pipe 401, an air inlet 402, an air outlet 403, and a cylinder 404. The bottom of the gas supply pipe 401 is connected to the cylinder 404, and the top of the gas supply pipe 401 is provided with an air inlet 402 and an air outlet 403. The vacuum pump is connected to the top of the gas supply pipe 401 and is connected to both the air inlet 402 and the air outlet 403. The independent vacuum control system of the suction cylinder enables dynamic leveling of the platform, breaking through the limitation of traditional platforms relying on large engineering vessels for leveling.
[0033] The working process of the offshore photovoltaic stabilization platform with self-leveling and fine-tuning positioning functions in this embodiment is as follows: Before using the platform, press Figure 1 After assembly, the platform is hoisted to the working position using a floating crane and slowly lowered so that the suction cylinder 4 contacts the seabed. Due to the unevenness of the seabed, the platform is tilted at a certain angle. By drawing air through the air outlet 403 to change the vacuum degree of the suction cylinder 4, the depth of the cylinder 404 into the mud is adjusted, thereby adjusting the entire platform to a horizontal state.
[0034] The worker stands on the boom operating platform 103 and opens the cantilever beam segment 106 by turning the first handwheel 10402. The pile can then be placed inside the U-shaped beam segment 102. Turning the first handwheel 10402 closes the cantilever beam segment 106, and a pin 107 is inserted to integrate the cantilever beam segment 106 with the U-shaped beam segment 102. The worker then climbs onto the end beam 1 and turns the second handwheel 10501 to extend the inner tube 10504, allowing the roller 10505 to contact the pile. Through the coordinated adjustment of the four pile jacks 105, the pile is positioned precisely before driving.
[0035] After the four piles are driven in accordance with the above process, the inner tubes 10504 of each pile driver 105 are retracted, the pins 107 are pulled out, and the first handwheel 10402 is turned to open the cantilever beam section 106. Air is pumped into the air supply pipe 401 through the air inlet 402 to separate the cylinder 404 from the seabed, and then the platform is lifted off the working position by a floating crane to complete the installation.
[0036] It should be noted that the terms "first," "second," etc., in the specification, claims, and accompanying drawings of this application are used to distinguish similar objects and are not necessarily used to describe a specific order or sequence. It should be understood that such data can be interchanged where appropriate so that the embodiments of this application described herein can be implemented in orders other than those illustrated or described herein. Furthermore, the terms "comprising" and "having," and any variations thereof, are intended to cover non-exclusive inclusion; for example, a process, method, system, product, or apparatus that comprises a series of steps or units is not necessarily limited to those steps or units explicitly listed, but may include other steps or units not explicitly listed or inherent to such processes, methods, products, or apparatus.
[0037] Optionally, specific examples in this embodiment can refer to the examples described in the above embodiments, and will not be repeated here.
[0038] The sequence numbers of the embodiments in this application are for descriptive purposes only and do not represent the superiority or inferiority of the embodiments.
[0039] In the above embodiments of this application, the descriptions of each embodiment have different focuses. For parts not described in detail in a certain embodiment, please refer to the relevant descriptions of other embodiments.
[0040] The above description is only a preferred embodiment of this application. It should be noted that for those skilled in the art, several improvements and modifications can be made without departing from the principle of this application, and these improvements and modifications should also be considered within the scope of protection of this application.
Claims
1. A marine photovoltaic stabilization pile construction platform with self-leveling and fine-tuning positioning functions, characterized in that, include: The platform body has an end beam at its top for positioning the photovoltaic pile, and an opening and closing component is installed on the end beam; the platform body also has a suction component at its bottom.
2. The offshore photovoltaic stabilization platform with self-leveling and fine-tuning positioning functions according to claim 1, characterized in that, The suction component includes a suction cylinder.
3. The offshore photovoltaic stabilization platform with self-leveling and fine-tuning positioning functions according to claim 2, characterized in that, The platform body includes: an upper crossbeam, an upper longitudinal beam, a lower crossbeam, a lower longitudinal beam, a reinforcing beam, an end beam, and a suction cylinder. There are two of each of the upper crossbeam, the upper longitudinal beam, the lower crossbeam, the lower longitudinal beam, and the reinforcing beam, and four of each of the end beams and the suction cylinder. The four suction cylinders are symmetrically arranged. The two upper crossbeams are symmetrically arranged, and both ends of each upper crossbeam are simultaneously connected to the upper ends of the two suction cylinders; the two upper longitudinal beams are symmetrically arranged between the two upper crossbeams, and both ends of each upper longitudinal beam are simultaneously connected to the upper ends of the two suction cylinders; every two end beams are symmetrically connected to both ends of each upper crossbeam. The two reinforcing beams intersect within the space enclosed by the two upper crossbeams and the two upper longitudinal beams, and the two ends of the reinforcing beams are respectively connected to the upper ends of the two opposite suction cylinders; The two lower crossbeams are symmetrically arranged, and both ends of each lower crossbeam are connected to the lower ends of the two suction cylinders; the two lower longitudinal beams are symmetrically arranged between the two lower crossbeams, and both ends of each lower longitudinal beam are connected to the lower ends of the two suction cylinders.
4. The offshore photovoltaic stabilization platform with self-leveling and fine-tuning positioning functions according to claim 3, characterized in that, The end beam includes: The variable cross-section beam segment is connected at one end to the end of the upper crossbeam and at the other end to a U-shaped beam segment; One end of the cantilever beam segment is hinged to the end of the U-shaped beam segment near the variable cross-section beam segment via an opening and closing assembly, and the other end is connected to the end of the U-shaped beam segment away from the variable cross-section beam segment via a pin. An arm-operated platform is connected to the side of the variable cross-section beam segment closest to the opening and closing assembly; Both the U-shaped beam segment and the cantilever beam segment are equipped with pile drivers. Platform guardrails are installed on the variable cross-section beam segment, the U-shaped beam segment, and the cantilever beam segment.
5. The offshore photovoltaic stabilization platform with self-leveling and fine-tuning positioning functions according to claim 4, characterized in that, The opening / closing component includes: The first adapter plate is fixedly connected to the side of the variable cross-section beam segment near the boom operating platform; The opening and closing screw has an opening and closing handwheel fixedly connected to one end of the opening and closing screw near the operating platform of the arm, and the other end of the opening and closing handwheel away from the opening and closing screw is hinged to the first adapter plate through a bearing. A first screw nut is connected to the opening and closing screw. The second adapter plate is fixedly connected to one end of the U-shaped beam segment near the variable cross-section beam segment; The first connecting rod is hinged at one end to the second adapter plate and at the other end to the first lead screw nut. The third adapter plate is fixedly connected to one end of the cantilever beam segment near the variable cross-section beam segment; The second connecting rod is hinged at one end to the third adapter plate and at the other end to the first lead screw nut.
6. The offshore photovoltaic stabilization platform with self-leveling and fine-tuning positioning functions according to claim 4, characterized in that, The pile driver includes: An outer tube that is detachably connected to the U-shaped beam segment and the cantilever beam segment; A lead screw is partially housed inside the outer tube, with one end of the lead screw extending out of the outer tube and fixedly connected to a handwheel; a second lead screw nut is fitted onto the lead screw. The inner tube is connected to the second lead screw nut at one end and extends out of the outer tube at the other end, where a roller is connected; the inner tube and the outer tube are slidably connected.
7. The offshore photovoltaic stabilization platform with self-leveling and fine-tuning positioning functions according to claim 4, characterized in that, The suction assembly includes a vacuum pump, a gas supply pipe, an air inlet, an air outlet, and a cylinder; the bottom of the gas supply pipe is connected to the cylinder, and the top of the gas supply pipe is provided with an air inlet and an air outlet respectively; the vacuum pump is connected to the top of the gas supply pipe and is connected to the air inlet and the air outlet respectively.
8. The offshore photovoltaic stabilization platform with self-leveling and fine-tuning positioning functions according to claim 4, characterized in that, The number of the jacking devices is multiple, and the multiple jacking devices are arranged circumferentially around the photovoltaic pile body.