CN116039837B - Marine wind power floating pile stabilizing platform - Google Patents
Marine wind power floating pile stabilizing platform Download PDFInfo
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- CN116039837B CN116039837B CN202310323736.1A CN202310323736A CN116039837B CN 116039837 B CN116039837 B CN 116039837B CN 202310323736 A CN202310323736 A CN 202310323736A CN 116039837 B CN116039837 B CN 116039837B
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
- B63B2035/4433—Floating structures carrying electric power plants
- B63B2035/446—Floating structures carrying electric power plants for converting wind energy into electric energy
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/727—Offshore wind turbines
Abstract
The invention relates to the technical field of hydraulic engineering, in particular to an offshore wind power floating pile stabilizing platform, which comprises an equipment machine and a plurality of pile stabilizing components arranged in the equipment machine; the equipment machine comprises a main frame and a bottom frame substrate arranged at the bottom edge of the main frame, and the pile stabilizing assembly is supported between the main frame and the bottom frame substrate; pile pipe runs through and is positioned in the corresponding steady stake subassembly, the side edge of main frame and underframe base plate is provided with outer support frame, the bottom of underframe base plate is provided with buoyancy frame, the both ends outer edge of underframe base plate is provided with dials unrestrained platform, outer support frame is inclined structure and supports in dialling unrestrained bench through strengthening support piece. The invention forms an internal and external integrated stable supporting structure, utilizes buoyancy to assist in supporting, and designs the wave poking platform for splitting sea waves, so that the impact of the sea waves is reduced, and the stability is improved.
Description
Technical Field
The invention relates to the technical field of hydraulic engineering, in particular to an offshore wind power floating pile stabilizing platform.
Background
Wind power generation is the fastest-growing green energy technology in the world, the sea area within 50m of the eastern coastal water depth of China is wide, the distance from the electric load center is very short, and wind power can be an important energy source for sustainable development of the eastern coastal regions of China as the technology of the offshore wind farm is developed and matured. The existing wind power platform needs to be fixed by means of a plurality of piles, so that the offshore wind power pile stabilizing platform needs to be designed.
Chinese patent (bulletin No. CN 216551867U) discloses a pile stabilizing platform for a single pile foundation of offshore wind power, which is connected with the single pile stabilizing platform through a pile fixing sleeve shaft, pile holding frame structures are arranged on two sides of the pile fixing sleeve shaft, piles are sleeved on the inner sides by four groups of pile hanging hoops, the pile hanging hoops are fixed by locking inner shafts on the inner sides, and the condition that the platform shakes left and right is avoided is ensured. However, the actual operation of the patent has certain defects, the offshore pile stabilizing platform is not impacted by sea waves even if arranged in a shoal area or a shallow sea area, and the problem that the prior art needs to solve is how to ensure the overall stability of the pile stabilizing platform.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide an offshore wind power floating pile stabilizing platform.
The invention aims to provide an offshore wind power floating pile stabilizing platform so as to solve the problems in the background technology.
In order to achieve the above purpose, the present invention provides the following technical solutions:
the floating pile stabilizing platform for offshore wind power comprises an equipment machine and a plurality of pile stabilizing components arranged in the equipment machine;
the equipment machine comprises a main frame and a bottom frame substrate arranged at the bottom edge of the main frame, and the pile stabilizing assembly is supported between the main frame and the bottom frame substrate; the pile pipe penetrates through and is positioned in the corresponding pile stabilizing assembly;
the outer support frame is inclined and is supported on the wave poking table through a reinforcing support piece.
As a further scheme of the invention: the pile stabilizing assembly comprises a supporting vertical frame, a main positioning frame and a plurality of auxiliary positioning frames, wherein the main positioning frame and the auxiliary positioning frames are arranged on the supporting vertical frame, the main positioning frame is arranged on an upper frame plate of the main frame, the auxiliary positioning frames are arranged on the supporting vertical frame, supporting frame plates are arranged on the main positioning frame and the auxiliary positioning frames, supporting sleeve members are arranged on the supporting frame plates, and positioning openings are formed in the supporting sleeve members.
As a further scheme of the invention: the utility model discloses a frame, including frame, main locating frame, frame angle position, main locating frame, snap-in bolt, the frame angle position of main locating frame all is provided with the plug, the frame edge of main locating frame is provided with the installed part, the installed part includes the folding frame to and install the card plywood at folding frame top, corresponding being provided with the tongue-and-groove on the main frame, the interior roll over area plug-in of folding frame is in the tongue-and-groove area, card plywood block is in the upper edge in tongue-and-groove area, the side edge of folding frame is provided with the fixed slot, be provided with fixed trompil on the card plywood.
As a further scheme of the invention: the buoyancy frame comprises a plurality of floating bodies arranged on the periphery of the bottom edge of a bottom frame substrate, connecting bolts used for connecting the floating bodies, and fixing plates used for fixing the floating bodies and the bottom frame substrate, wherein an outer frame is arranged on the side edge of the bottom frame substrate, the outer frame and the side plate surface of the bottom frame substrate form a step interval, and the fixing plates are embedded in the step interval and are arranged on the outer frame through the inner connecting bolts.
As a further scheme of the invention: the support frame comprises a base frame substrate, wherein a vertical support frame is arranged on the base frame substrate, a support inclined frame is arranged at the plate end of the base frame substrate through a rotating shaft, a support plate is arranged on the outer wall of the vertical support frame, a support inclined rod is externally connected with the support plate, and the support inclined rod and the support inclined frame form a triangular inner support structure.
As a further scheme of the invention: the wave poking table comprises an outer supporting frame arranged at the bottom of the edge of the bottom frame substrate and a water diversion assembly arranged in the outer supporting frame, wherein the reinforcing support piece comprises a plurality of reinforcing support rods arranged on the outer supporting frame plate, and rod end supports of the reinforcing support rods are arranged on the supporting inclined frame.
As still further aspects of the invention: the water diversion assembly is installed in the arc-shaped table in the outer supporting frame, and set up in the outer bottom plate of arc-shaped table peripheral bottom, thereby outer outside diameter along the bottom plate surpasss the arc-shaped table and forms outer arc interval, thereby the both sides of arc-shaped table are the slant structure and form the water guide interval with between the outer arc interval, be provided with a plurality of water-shifting rollers in the outer arc interval, be provided with the supporting point on the arc-shaped table, the periphery of supporting point is a plurality of support hack levers of equidistance diffusion formula of having arranged, outer arc support is installed to the outer end of support hack lever, a plurality of roller shafts are installed to the equiangle on the outer arc support, the water-shifting roller passes through roller equi angle installation in outer arc support.
Compared with the prior art, the invention has the beneficial effects that:
1. each pile stabilizing assembly is designed to independently and fixedly support the pile pipes, and meanwhile, the pile stabilizing assemblies are installed between the main frame and the base frame base plate to form an integrated structure, so that a mode of stably supporting a plurality of pile pipes from inside to outside is formed.
2. The bottom of underframe base plate is provided with the buoyancy frame, and the buoyancy frame forms the buoyancy face on the sea to utilize buoyancy auxiliary stay, the both ends outer edge of buoyancy frame is provided with dials unrestrained platform, dials unrestrained platform and is used for shunting the wave, reduces the impact that the wave exists, improves stability.
3. The outer support frame is matched with the reinforcing support piece, and then the main frame, the bottom frame substrate, the buoyancy frame and the wave poking table are connected to form an integrated stable support structure.
It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory only and are not restrictive of the application.
Drawings
Other features, objects and advantages of the present invention will become more apparent upon reading of the detailed description of non-limiting embodiments, given with reference to the accompanying drawings in which:
fig. 1 is a schematic diagram of the overall structure of a floating pile-stabilizing platform for offshore wind power provided by the embodiment of the invention.
Fig. 2 is a schematic structural diagram of a pile stabilizing assembly according to an embodiment of the present invention.
Fig. 3 is a schematic structural view of the area a in fig. 2 according to the present invention.
Fig. 4 is a schematic structural view of a mortise provided in an embodiment of the present invention.
Fig. 5 is a schematic structural diagram of a buoyancy frame according to an embodiment of the present invention.
Fig. 6 is a schematic view of the structure of the area B in fig. 5 according to the present invention.
Fig. 7 is a schematic structural diagram of an outer support frame according to an embodiment of the present invention.
Fig. 8 is a schematic structural view of a water diversion assembly according to an embodiment of the present invention.
In the figure: 11. an equipment machine; 12. a pile stabilizing assembly; 13. a main frame; 14. a base frame substrate; 15. an outer support; 16. reinforcing the support; 17. a buoyancy frame; 18. a wave pulling table; 21. reinforcing the support plate; 22. a mounting member; 23. inserting a bolt; 24. a clamping plate; 25. a folding frame; 26. fixing the hole; 27. a fixing groove; 28. a tongue and groove; 31. a supporting stand; 32. a main positioning frame; 33. an auxiliary positioning frame; 34. a support frame plate; 35. a support sleeve; 36. a positioning port; 41. a floating body; 42. a connecting bolt; 43. a fixing piece; 44. an outer frame; 45. an internal connecting bolt; 46. a step section; 51. a rotating shaft; 52. supporting the inclined frame; 53. a vertical support frame; 54. a support plate; 55. supporting the diagonal rod; 56. an outer support frame; 57. a water dividing assembly; 58. reinforcing the strut; 61. an arc-shaped table; 62. an outer edge base plate; 63. a water guiding section; 64. an outer arc section; 65. a water-drawing roller; 66. a support point; 67. a support frame rod; 68. an outer arc bracket; 69. and (3) a roll shaft.
Detailed Description
The present invention will be described in detail with reference to specific examples. The following examples will assist those skilled in the art in further understanding the present invention, but are not intended to limit the invention in any way. It should be noted that variations and modifications could be made by those skilled in the art without departing from the inventive concept. These are all within the scope of the present invention.
In one embodiment;
referring to fig. 1, there is provided an offshore wind power floating pile-stabilizing platform, which includes an equipment platform 11 and a plurality of pile-stabilizing assemblies 12 disposed in the equipment platform 11;
the equipment machine 11 comprises a main frame 13 and a bottom frame substrate 14 arranged at the bottom edge of the main frame 13, and the pile stabilizing assembly 12 is supported between the main frame 13 and the bottom frame substrate 14; the pile tubes extend through and are positioned within the respective pile stabilizing assemblies 12;
the side edges of the main frame 13 and the bottom frame substrate 14 are provided with outer supporting frames 15, the bottom of the bottom frame substrate 14 is provided with a buoyancy frame 17, the outer edges of the two ends of the bottom frame substrate 14 are provided with wave poking tables 18, and the outer supporting frames 15 are of an inclined structure and are supported on the wave poking tables 18 through reinforcing supporting pieces 16.
Compared with the prior art, the floating pile-stabilizing platform is designed in the embodiment that each pile-stabilizing assembly 12 independently supports the pile pipe, and meanwhile, the pile-stabilizing assembly 12 is installed between the main frame 13 and the bottom frame substrate 14 to form an integrated structure, so that a mode of stabilizing and supporting a plurality of pile pipes from inside to outside is formed.
The bottom of underframe base plate 14 is provided with buoyancy frame 17, and buoyancy frame 17 forms the buoyancy face on the sea to utilize buoyancy auxiliary stay, the both ends outer edge of buoyancy frame 17 is provided with dials unrestrained platform 18, dials unrestrained platform 18 and is used for shunting the wave, reduces the impact that the wave exists, improves stability. The outer support frame 15 is matched with the reinforcing support piece 16, and then the main frame 13, the bottom frame base plate 14, the buoyancy frame 17 and the wave poking table 18 are connected to form an integrated stable support structure.
In one embodiment;
based on the above embodiment, referring to fig. 2, for the supporting manner of the pile stabilizing assembly 12, the following design is provided in this embodiment:
the pile stabilizing assembly 12 comprises a supporting vertical frame 31, a main positioning frame 32 and a plurality of auxiliary positioning frames 33, wherein the main positioning frame 32 and the auxiliary positioning frames 33 are arranged on the supporting vertical frame 31, the main positioning frame 32 is arranged on an upper frame plate of the main frame 13, the auxiliary positioning frames 33 are arranged on the supporting vertical frame 31, supporting frame plates 34 are arranged on the main positioning frame 32 and the auxiliary positioning frames 33, supporting sleeve members 35 are arranged on the supporting frame plates 34, and positioning openings 36 are formed in the supporting sleeve members 35. The pile pipes are inserted into the positioning openings 36 of the supporting sleeve 35 and fixed in the supporting sleeve 35 through locking bolts, and the main positioning frame 32 and the auxiliary positioning frame 33 are used for supporting and fixing the supporting sleeve 35.
The main positioning frame 32 is attached and installed on the upper frame plate of the main frame 13, the frame angle positions of the main positioning frame 32 are all provided with inserting bolts 23, and the frame edge of the main positioning frame 32 is provided with an installation piece 22. As an example, fig. 2 shows a mechanism design manner, in which the supporting stand 31 is designed as a square frame structure in this embodiment, so that reinforcing support plates 21 are respectively provided at four corners of the inner edge of the main positioning frame 32, four corners of the main positioning frame 32 are respectively mounted by inserting bolts 23, and the frame edges of the four corners of the main positioning frame 32 are provided with mounting members 22.
Referring to fig. 3 and 4, for the four-frame installation mode of the main positioning frame 32, the present embodiment is designed as follows:
the mounting piece 22 comprises a folding frame 25 and a clamping plate 24 arranged at the top of the folding frame 25, a mortise 28 is correspondingly formed in the main frame 13, an inward folding area of the folding frame 25 is inserted into the mortise 28 area, the clamping plate 24 is clamped at the upper edge of the mortise 28 area, a fixing groove 27 is formed in the side edge of the folding frame 25, and a fixing hole 26 is formed in the clamping plate 24.
According to the embodiment, the frame of the main positioning frame 32 is in a joggle joint structure through the mounting piece 22, the inward folding area of the folding frame 25 is inserted into the joggle 28 area to form embedded fixation, then the fixing bolts are internally penetrated and mounted in the fixing grooves 27, the frame edges of the main positioning frame 32, the folding frame 25 and the frame plates of the main frame 13 are fixed at the same time, the clamping plates 24 are clamped on the upper edges of the joggle 28 area, the matched fixing holes 26 are fixed and positioned through bolts, and therefore the overall stability is guaranteed.
In one embodiment;
based on the above embodiment, for the specific implementation structure of the buoyancy frame 17, please refer to fig. 5 and 6, the design of this embodiment is as follows:
the buoyancy frame 17 comprises a plurality of floating bodies 41 arranged on the periphery of the bottom edge of the bottom frame substrate 14, connecting bolts 42 used for connecting the floating bodies 41, and fixing pieces 43 used for fixing the floating bodies 41 and the bottom frame substrate 14, wherein an outer frame 44 is arranged on the side edge of the bottom frame substrate 14, the outer frame 44 and the side plate surface of the bottom frame substrate 14 form a step section 46, and the fixing pieces 43 are embedded in the step section 46 and are arranged on the outer frame 44 through the inner connecting bolts 45.
The buoyancy frame 17 is composed of a plurality of floating bodies 41 which are sequentially connected, the floating bodies 41 are inflated, the floating bodies 41 are arranged on the periphery of two sides of the bottom frame substrate 14 to form supporting buoyancy, meanwhile, each floating body 41 is mounted on an outer frame 44 on the side edge of the bottom frame substrate 14, and the risk that the floating bodies 41 are scattered by sea waves is avoided by adopting a welt embedded mounting structure.
In one embodiment;
based on the above embodiment, for the specific implementation structure of the outer support 15, please refer to fig. 7, the design of this embodiment is as follows:
the bottom frame base plate 14 is arranged on a vertical supporting frame 53, a supporting inclined frame 52 is arranged at the plate end of the bottom frame base plate 14 through a rotating shaft 51, a supporting plate 54 is arranged on the outer wall of the vertical supporting frame 53, a supporting inclined rod 55 is externally connected with the supporting plate 54, the supporting inclined rod 55 and the supporting inclined frame 52 form a triangular inner supporting structure,
the wave poking table 18 comprises an outer supporting frame 56 arranged at the bottom of the side of the bottom frame substrate 14 and a water diversion component 57 arranged in the outer supporting frame 56, the reinforcing supporting piece 16 comprises a plurality of reinforcing supporting rods 58 arranged on the frame plate of the outer supporting frame 56, and rod end supports of the reinforcing supporting rods 58 are arranged on the supporting inclined frame 52.
In this embodiment, the vertical supporting frame 53, the supporting inclined frame 52 and the outer end region of the main frame 13 are combined to form a large triangular frame structure, and then an inner triangular frame structure is formed in the large triangular frame structure through the supporting inclined rod 55, and an outer triangular supporting structure is formed between the supporting inclined frame 52 and the reinforcing supporting rod 58 as well as between the supporting inclined frame 52 and the wave poking table 18, so that the stability of the outer end of the whole equipment platform 11 is ensured.
In one embodiment;
based on the above embodiment, for the water diversion implementation of the wave-cutting table 18, please refer to fig. 8, the design of this embodiment is as follows:
the water diversion component 57 is installed in an arc-shaped table 61 in the outer supporting frame 56, and an outer edge bottom plate 62 arranged at the bottom of the periphery of the arc-shaped table 61, the outer diameter of the outer edge bottom plate 62 exceeds the arc-shaped table 61 to form an outer arc section 64, two sides of the arc-shaped table 61 are of inclined structures to form a water guide section 63 with the outer arc section 64, a plurality of water diversion rollers 65 are arranged in the outer arc section 64, supporting points 66 are arranged on the arc-shaped table 61, a plurality of supporting frame rods 67 are arranged at the periphery of the supporting points 66 in an equidistant and diffuse mode, an outer arc bracket 68 is installed at the outer end of each supporting frame rod 67, a plurality of roller shafts 69 are installed on the outer arc bracket 68 at equal angles, and the water diversion rollers 65 are installed in the outer arc bracket 68 through the roller shafts 69 at equal angles.
The wave pulling platforms 18 are arranged at two ends of the integral equipment platform 11, the outer edge bottom plate 62 is positioned at the outer end of the sea surface area, and after the sea wave impacts, the waves are split in the outer arc section 64 to form a diffusion mode towards the water guiding section 63; and still be provided with a plurality of water-shifting rollers 65 in the water guide section 63, water-shifting rollers 65 pass through outer arc support 68 and distribute along outer arc section 64, and water-shifting rollers 65 receive the rivers to strike the back and roll, reduce the potential energy that rivers strike on the one hand, assist on the one hand with rivers towards reposition of redundant personnel diffusion to reduce the impact force that rivers head-on impacted buoyancy frame 17, effectively improve the stability degree of underframe base plate 14 and buoyancy frame 17.
In the description of the present application, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, merely to facilitate description of the present application and simplify the description, and do not indicate or imply that the devices or elements being referred to must have a specific orientation, be configured and operated in a specific orientation, and are not to be construed as limiting the present application.
The foregoing describes specific embodiments of the present invention. It is to be understood that the invention is not limited to the particular embodiments described above, and that various changes or modifications may be made by those skilled in the art within the scope of the appended claims without affecting the spirit of the invention. The embodiments of the present application and features in the embodiments may be combined with each other arbitrarily without conflict.
Claims (4)
1. The floating pile stabilizing platform for offshore wind power comprises an equipment machine and a plurality of pile stabilizing components arranged in the equipment machine; it is characterized in that the method comprises the steps of,
the equipment machine comprises a main frame and a bottom frame substrate arranged at the bottom edge of the main frame, and the pile stabilizing assembly is supported between the main frame and the bottom frame substrate; the pile pipe penetrates through and is positioned in the corresponding pile stabilizing assembly;
the outer support frames are in an inclined structure and are supported on the wave poking tables through reinforcing supporting pieces;
the vertical support frame is arranged on the bottom frame substrate, a supporting inclined frame is arranged at the plate end of the bottom frame substrate through a rotating shaft, a supporting plate is arranged on the outer wall of the vertical support frame, a supporting inclined rod is externally connected with the supporting plate, the supporting inclined rod and the supporting inclined frame form a triangular inner supporting structure, and the inner supporting structure forms the outer support frame;
the wave poking table comprises an outer supporting frame arranged at the bottom of the edge of the bottom frame substrate and a water diversion component arranged in the outer supporting frame, wherein the reinforcing support piece comprises a plurality of reinforcing support rods arranged on the outer supporting frame plate, and rod end supports of the reinforcing support rods are arranged on the supporting inclined frame;
the water diversion assembly is installed in the arc-shaped table in the outer supporting frame, and set up in the outer bottom plate of arc-shaped table peripheral bottom, thereby outer outside diameter along the bottom plate surpasss the arc-shaped table and forms outer arc interval, thereby the both sides of arc-shaped table are the slant structure and form the water guide interval with between the outer arc interval, be provided with a plurality of water-shifting rollers in the outer arc interval, be provided with the supporting point on the arc-shaped table, the periphery of supporting point is a plurality of support hack levers of equidistance diffusion formula of having arranged, outer arc support is installed to the outer end of support hack lever, a plurality of roller shafts are installed to the equiangle on the outer arc support, the water-shifting roller passes through roller equi angle installation in outer arc support.
2. The offshore wind power floating pile stabilizing platform according to claim 1, wherein the pile stabilizing assembly comprises a supporting vertical frame, a main positioning frame and a plurality of auxiliary positioning frames, wherein the main positioning frame and the auxiliary positioning frames are arranged on the supporting vertical frame, the main positioning frame is arranged on an upper frame plate of the main frame, the auxiliary positioning frames are arranged on the supporting vertical frame, supporting frame plates are arranged on the main positioning frame and the auxiliary positioning frames, a supporting sleeve member is arranged on the supporting frame plates, and a positioning opening is formed in the supporting sleeve member.
3. The offshore wind power floating pile stabilizing platform according to claim 2, wherein the main positioning frame is mounted on an upper frame plate of the main frame in a fitting manner, inserting bolts are arranged at frame angle positions of the main positioning frame, mounting pieces are arranged on frame edges of the main positioning frame, each mounting piece comprises a folding frame and a clamping plate mounted on the top of the folding frame, a mortice is correspondingly arranged on the main frame, an inward folding area of the folding frame is inserted into the mortice area, the clamping plates are clamped on upper edges of the mortice area, fixing grooves are formed in side edges of the folding frame, and fixing holes are formed in the clamping plates.
4. A floating pile-stabilizing platform for offshore wind power according to any one of claims 1-3, wherein the buoyancy frame comprises a plurality of floating bodies mounted on the periphery of the bottom edge of the bottom frame substrate, connecting bolts for connecting the floating bodies, and fixing plates for fixing the floating bodies and the bottom frame substrate, the side edge of the bottom frame substrate is provided with an outer frame, the outer frame and the side plate surface of the bottom frame substrate form a step section, and the fixing plates are embedded in the step section and mounted on the outer frame through inscription bolts.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310323736.1A CN116039837B (en) | 2023-03-30 | 2023-03-30 | Marine wind power floating pile stabilizing platform |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202310323736.1A CN116039837B (en) | 2023-03-30 | 2023-03-30 | Marine wind power floating pile stabilizing platform |
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| CN116039837A CN116039837A (en) | 2023-05-02 |
| CN116039837B true CN116039837B (en) | 2023-07-14 |
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| CN115288184A (en) * | 2022-09-01 | 2022-11-04 | 中国长江三峡集团有限公司 | Shallow-covering-layer offshore wind power single-pile composite foundation construction method and composite foundation thereof |
| CN218204385U (en) * | 2022-09-13 | 2023-01-03 | 南通市海洋水建工程有限公司 | Stable pile frame of marine floating that stability is strong |
| CN115491986A (en) * | 2022-09-19 | 2022-12-20 | 中铁大桥局集团有限公司 | Construction system suitable for trestle and construction method thereof |
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