CN114658040A - Offshore wind turbine pile foundation shock-absorbing structure capable of reducing impact - Google Patents
Offshore wind turbine pile foundation shock-absorbing structure capable of reducing impact Download PDFInfo
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- CN114658040A CN114658040A CN202210285795.XA CN202210285795A CN114658040A CN 114658040 A CN114658040 A CN 114658040A CN 202210285795 A CN202210285795 A CN 202210285795A CN 114658040 A CN114658040 A CN 114658040A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
- E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
Abstract
The invention relates to the technical field of offshore wind power generation, in particular to an offshore wind turbine pile foundation damping structure which comprises a pile body and a first damping assembly arranged on the pile body; the first shock absorption assembly comprises a first annular energy absorption cylinder, a second annular energy absorption cylinder, a third annular energy absorption cylinder and an energy dissipation sleeve, and the circumferential inner wall of the third annular energy absorption cylinder is in sliding fit with the pile body; damping media are arranged in the inner cavities of the first annular energy absorption cylinder, the second annular energy absorption cylinder and the third annular energy absorption cylinder; the circumferential inner wall of the energy dissipation sleeve is in locking connection with the third lock hole, and energy dissipation blades are arranged on the circumferential outer wall of the energy dissipation sleeve. The offshore wind turbine pile foundation damping structure provided by the invention utilizes the three-stage annular energy absorption cylinder to gradually consume the impact force of ocean current, effectively reduces the impact effect of ocean current on foundation piles, can meet the safety requirements of offshore foundation piles at different depths, reduces the swing generated by the pile foundation and avoids the damage caused by an offshore wind turbine generator set.
Description
The invention patent with the application date of 2020-11-03 and the application number of 202011207111.1 and named as 'a pile foundation damping structure of an offshore wind turbine' is a divisional application of the parent application.
Technical Field
The invention relates to the technical field of offshore wind power generation, in particular to a pile foundation damping structure of an offshore wind turbine, which can reduce impact.
Background
In deep sea areas far away from continents, a plurality of high-quality wind power resources can be developed and utilized, and the market prospect and the application are wide. In developing wind resources in these deep sea areas, it is now common practice to use various through-pile structures fixed to the sea floor to secure the offshore wind turbine foundation. With the increase of the depth of the seawater, the impact of the seawater can cause the pile foundation to vibrate and swing, which is easy to cause great damage to the offshore wind generating set, thus leading the construction and maintenance cost of the offshore wind generating set to rise linearly and having great potential safety hazard.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the offshore wind turbine pile foundation damping structure can reduce the influence of seawater impact on the pile foundation.
In order to solve the technical problems, the invention adopts the technical scheme that: a pile foundation damping structure of an offshore wind turbine comprises a pile body and a first damping assembly arranged on the pile body;
the first shock absorption assembly comprises a first annular energy absorption cylinder, a second annular energy absorption cylinder, a third annular energy absorption cylinder and an energy dissipation sleeve, and the circumferential inner wall of the third annular energy absorption cylinder is in sliding fit with the pile body;
the third annular energy absorption cylinder is hollow, a first annular assembly opening is formed in the circumferential outer wall of the third annular energy absorption cylinder, a first annular rail is arranged at the position, located at the first annular assembly opening, of the third annular energy absorption cylinder, a first rotary sleeve is rotatably arranged on the first annular rail, the first rotary sleeve is in interference fit with the first annular assembly opening, more than three first rotary pistons extending into the inner cavity of the third annular energy absorption cylinder are arranged on the circumferential inner wall of the first rotary sleeve, the first rotary pistons are in interference fit with the inner wall of the third annular energy absorption cylinder, a first channel is formed in each first rotary piston, and a first lock hole is formed in the circumferential outer wall of each first rotary sleeve;
the inner part of the second annular energy-absorbing cylinder is hollow, the circumferential inner wall of the second annular energy-absorbing cylinder is locked with the first lock hole, the circumferential outer wall of the second annular energy-absorbing cylinder is provided with a second annular assembly opening, a second annular rail is arranged at the second annular assembly opening of the second annular energy-absorbing cylinder, a second rotary sleeve is rotatably arranged on the second annular rail and is in interference fit with the second annular assembly opening, more than three second rotary pistons extending into the inner cavity of the second annular energy-absorbing cylinder are arranged on the circumferential inner wall of the second rotary sleeve, the second rotary pistons are in interference fit with the inner wall of the second annular energy-absorbing cylinder, a second channel is arranged on the second rotary pistons, and a second lock hole is arranged on the circumferential outer wall of the second rotary sleeve;
the first annular energy absorption cylinder is hollow, the circumferential inner wall of the first annular energy absorption cylinder is locked with the second lock hole, the circumferential outer wall of the first annular energy absorption cylinder is provided with a third annular assembly port, a third annular rail is arranged at the position, located at the third annular assembly port, of the first annular energy absorption cylinder, a third rotary sleeve is rotatably arranged on the third annular rail, the third rotary sleeve is in interference fit with the third annular assembly port, more than three third rotary pistons extending into the inner cavity of the first annular energy absorption cylinder are arranged on the circumferential inner wall of the third rotary sleeve, the third rotary pistons are in interference fit with the inner wall of the first annular energy absorption cylinder, a third channel is arranged on the third rotary pistons, and a third lock hole is formed in the circumferential outer wall of the third rotary sleeve;
the inner cavities of the first annular energy-absorbing cylinder, the second annular energy-absorbing cylinder and the third annular energy-absorbing cylinder are all provided with damping media;
the circumferential inner wall of the energy dissipation sleeve is in locking connection with the third lock hole, and energy dissipation blades are arranged on the circumferential outer wall of the energy dissipation sleeve.
The invention has the beneficial effects that: the utility model provides an offshore wind turbine pile foundation shock-absorbing structure, including the pile body and set up the first damper subassembly on the pile body, first damper subassembly includes first annular energy-absorbing section of thick bamboo, second annular energy-absorbing section of thick bamboo, third annular energy-absorbing section of thick bamboo and energy dissipation cover, the inside of first annular energy-absorbing section of thick bamboo, second annular energy-absorbing section of thick bamboo and third annular energy-absorbing section of thick bamboo are hollow, during the installation, third annular energy-absorbing section of thick bamboo slidable mounting is on the pile body, first swivel sleeve passes first annular assembly opening and packs into the inner chamber of third annular energy-absorbing section of thick bamboo, first swivel sleeve and first annular track sliding fit, first swivel sleeve and first annular assembly opening interference fit, guarantee that first swivel sleeve can also seal first annular assembly opening when rotating, first swivel sleeve utilizes first swivel piston to separate the inner chamber of third annular energy-absorbing section of thick bamboo, be equipped with on the first swivel piston and is used for the damping medium to pass through first passageway, a second annular energy absorption cylinder is locked with a first lock hole of a first rotary sleeve, the second rotary sleeve passes through a second annular assembly opening and is arranged in an inner cavity of the second annular energy absorption cylinder, the second rotary sleeve is in sliding fit with a second annular rail and is in interference fit with the second annular assembly opening, the second rotary sleeve can seal the second annular assembly opening when rotating, the second rotary sleeve utilizes a second rotary piston to separate the inner cavity of the second annular energy absorption cylinder, a damping medium is arranged on the second rotary piston and passes through a second channel, the first annular energy absorption cylinder is locked with a second lock hole of the second rotary sleeve, a third rotary sleeve passes through a third annular assembly opening and is arranged in the inner cavity of the first annular energy absorption cylinder, the third rotary sleeve is in sliding fit with the third annular rail and is in interference fit with the third annular assembly opening, and the third rotary sleeve can also seal the third annular assembly opening when rotating, the third rotary sleeve utilizes a third rotary piston to separate the inner cavity of a third annular energy absorption cylinder, the third rotary piston is provided with a third passage for a damping medium to pass through, the energy dissipation sleeve is locked with a third lock hole of the third rotary sleeve, when energy dissipation blades on the energy dissipation sleeve are impacted by ocean current, impact force enables the energy dissipation sleeve to drive the third rotary sleeve to rotate, the third rotary sleeve utilizes the third rotary piston to compress the damping medium in the first annular energy absorption cylinder, further, the first annular energy absorption cylinder also rotates under the action of impact force, so that a second rotary piston of the second rotary sleeve compresses the damping medium in the second annular energy absorption cylinder, finally, the third annular energy absorption cylinder also rotates under the action of transmitted impact force, and drives the first rotary piston of the first rotary sleeve to compress the damping medium in the third annular energy absorption cylinder, the offshore wind turbine damping structure utilizes a three-stage annular energy absorption cylinder to gradually consume the impact force of the ocean current, the impact effect of ocean currents on foundation piles is effectively reduced, the safety requirements of offshore foundation piles of different depths can be met, swing of pile foundations is reduced, damage caused by offshore wind generating sets is avoided, construction and maintenance costs of offshore wind generating sets are reduced, potential safety hazards are eliminated, and the offshore wind generating set is wide in applicable sea area range.
Drawings
FIG. 1 is a longitudinal sectional view of an offshore wind turbine pile foundation damping structure according to an embodiment of the invention;
FIG. 2 is a transverse sectional view of the offshore wind turbine pile foundation damping structure according to the embodiment of the invention;
FIG. 3 is a schematic structural view of a second damping member according to an embodiment of the present invention;
FIG. 4 is a schematic structural view of a third suspension assembly in accordance with an embodiment of the present invention;
description of reference numerals:
1. a pile body;
2. a first dampening member; 21. a first annular energy absorbing cylinder; 211. a third annular assembly port; 212. a third endless track; 213. a third rotating sleeve; 214. a third rotary piston; 215. a third channel; 216. a third lock hole; 22. a second annular energy absorbing cylinder; 221. a second annular assembly port; 222. a second endless track; 223. a second rotating sleeve; 224. a second rotary piston; 225. a second channel; 226. a second lock hole; 23. a third annular energy absorbing cylinder; 231. a first annular assembly port; 232. a first endless track; 233. a first rotating sleeve; 234. a first rotary piston; 235. a first channel; 236. a first lock hole; 24. energy dissipation sleeves; 241. energy dissipation blades; 25. an energy absorbing plate; 251. a slide rail;
3. a second dampening member; 31. a fourth annular energy absorbing cylinder; 311. a fourth annular mounting port; 312. a first chamber; 313. a second chamber; 314. a fourth channel; 32. a first piston float sleeve; 33. a first floating piston; 34. a first damping spring;
4. a third dampening member; 41. a fifth annular energy absorbing cylinder; 411. a fifth annular assembly port; 412. a third chamber; 413. a fourth chamber; 414. a fifth channel; 42. a second piston floating sleeve; 43. a second floating piston; 44. a second damping spring.
Detailed Description
In order to explain technical contents, achieved objects, and effects of the present invention in detail, the following description is made with reference to the accompanying drawings in combination with the embodiments.
Referring to fig. 1 to 4, a pile foundation damping structure of an offshore wind turbine includes a pile body and a first damping assembly disposed on the pile body;
the first shock absorption assembly comprises a first annular energy absorption cylinder, a second annular energy absorption cylinder, a third annular energy absorption cylinder and an energy dissipation sleeve, and the circumferential inner wall of the third annular energy absorption cylinder is in sliding fit with the pile body;
the third annular energy absorption cylinder is hollow, a first annular assembly opening is formed in the circumferential outer wall of the third annular energy absorption cylinder, a first annular rail is arranged at the position, located at the first annular assembly opening, of the third annular energy absorption cylinder, a first rotary sleeve is rotatably arranged on the first annular rail, the first rotary sleeve is in interference fit with the first annular assembly opening, more than three first rotary pistons extending into the inner cavity of the third annular energy absorption cylinder are arranged on the circumferential inner wall of the first rotary sleeve, the first rotary pistons are in interference fit with the inner wall of the third annular energy absorption cylinder, a first channel is formed in each first rotary piston, and a first lock hole is formed in the circumferential outer wall of each first rotary sleeve;
the inner part of the second annular energy-absorbing cylinder is hollow, the circumferential inner wall of the second annular energy-absorbing cylinder is locked with the first lock hole, the circumferential outer wall of the second annular energy-absorbing cylinder is provided with a second annular assembly opening, a second annular rail is arranged at the second annular assembly opening of the second annular energy-absorbing cylinder, a second rotary sleeve is rotatably arranged on the second annular rail and is in interference fit with the second annular assembly opening, more than three second rotary pistons extending into the inner cavity of the second annular energy-absorbing cylinder are arranged on the circumferential inner wall of the second rotary sleeve, the second rotary pistons are in interference fit with the inner wall of the second annular energy-absorbing cylinder, a second channel is arranged on the second rotary pistons, and a second lock hole is arranged on the circumferential outer wall of the second rotary sleeve;
the first annular energy absorption cylinder is hollow, the circumferential inner wall of the first annular energy absorption cylinder is locked with the second lock hole, the circumferential outer wall of the first annular energy absorption cylinder is provided with a third annular assembly port, a third annular rail is arranged at the position, located at the third annular assembly port, of the first annular energy absorption cylinder, a third rotary sleeve is rotatably arranged on the third annular rail, the third rotary sleeve is in interference fit with the third annular assembly port, more than three third rotary pistons extending into the inner cavity of the first annular energy absorption cylinder are arranged on the circumferential inner wall of the third rotary sleeve, the third rotary pistons are in interference fit with the inner wall of the first annular energy absorption cylinder, a third channel is arranged on the third rotary pistons, and a third lock hole is formed in the circumferential outer wall of the third rotary sleeve;
damping media are arranged in the inner cavities of the first annular energy absorption cylinder, the second annular energy absorption cylinder and the third annular energy absorption cylinder;
the circumferential inner wall of the energy dissipation sleeve is in locking connection with the third lock hole, and energy dissipation blades are arranged on the circumferential outer wall of the energy dissipation sleeve.
As can be seen from the above description, the beneficial effects of the present invention are: the utility model provides an offshore wind turbine pile foundation shock-absorbing structure, including the pile body and set up the first damper subassembly on the pile body, first damper subassembly includes first annular energy-absorbing section of thick bamboo, second annular energy-absorbing section of thick bamboo, third annular energy-absorbing section of thick bamboo and energy dissipation cover, the inside cavity of first annular energy-absorbing section of thick bamboo, second annular energy-absorbing section of thick bamboo and third annular energy-absorbing section of thick bamboo, during the installation, third annular energy-absorbing section of thick bamboo slidable mounting is on the pile body, first swivel sleeve passes first annular assembly opening and packs into the inner chamber of third annular energy-absorbing section of thick bamboo, first swivel sleeve and first annular track sliding fit, first swivel sleeve and first annular assembly opening interference fit, guarantee that first swivel sleeve can also seal first annular assembly opening of energy-absorbing when rotating, first swivel sleeve utilizes first swivel piston to separate the inner chamber of third annular energy-absorbing section of thick bamboo, be equipped with on the first swivel piston and be used for the damping medium to pass through first passageway, a second annular energy absorption cylinder is locked with a first lock hole of a first rotary sleeve, the second rotary sleeve passes through a second annular assembly opening and is arranged in an inner cavity of the second annular energy absorption cylinder, the second rotary sleeve is in sliding fit with a second annular rail and is in interference fit with the second annular assembly opening, the second rotary sleeve can seal the second annular assembly opening when rotating, the second rotary sleeve utilizes a second rotary piston to separate the inner cavity of the second annular energy absorption cylinder, a damping medium is arranged on the second rotary piston and passes through a second channel, the first annular energy absorption cylinder is locked with a second lock hole of the second rotary sleeve, a third rotary sleeve passes through a third annular assembly opening and is arranged in the inner cavity of the first annular energy absorption cylinder, the third rotary sleeve is in sliding fit with the third annular rail and is in interference fit with the third annular assembly opening, and the third rotary sleeve can also seal the third annular assembly opening when rotating, the third rotary sleeve separates the inner cavity of the third annular energy-absorbing cylinder by using a third rotary piston, the third rotary piston is provided with a third channel for the damping medium to pass through, the energy-dissipating sleeve is locked with a third lock hole of the third rotary sleeve, when energy-dissipating blades on the energy-dissipating sleeve are impacted by ocean current, the third rotary sleeve is driven to rotate by impact force, the third rotary sleeve compresses the damping medium in the first annular energy-absorbing cylinder by using the third rotary piston, further, the first annular energy-absorbing cylinder also rotates under the action of the impact force, so that the second rotary piston of the second rotary sleeve compresses the damping medium in the second annular energy-absorbing cylinder, and finally, the third annular energy-absorbing cylinder also rotates under the action of the transmitted impact force to drive the first rotary piston of the first rotary sleeve to compress the damping medium in the third annular energy-absorbing cylinder. The impact effect of ocean currents on foundation piles is effectively reduced, the safety requirements of offshore foundation piles of different depths can be met, swing of pile foundations is reduced, damage caused by offshore wind generating sets is avoided, construction and maintenance costs of offshore wind generating sets are reduced, potential safety hazards are eliminated, and the offshore wind generating set is wide in applicable sea area range.
Furthermore, the volumes of the inner cavities of the first annular energy-absorbing cylinder, the second annular energy-absorbing cylinder and the third annular energy-absorbing cylinder are sequentially reduced, and the apertures of the first channel, the second channel and the third channel are gradually reduced.
According to the description, the volumes of the first annular energy-absorbing cylinder, the second annular energy-absorbing cylinder and the third annular energy-absorbing cylinder are sequentially increased, and the apertures of the first channel, the second channel and the third channel are gradually reduced, so that the damping force generated by rotation among the energy-absorbing cylinders is gradually increased, and the buffering and shock-absorbing effects of the first shock-absorbing assembly are improved.
Furthermore, the first shock absorption assembly further comprises an energy absorption plate, a corrugated steel plate is embedded in the energy absorption plate, the energy absorption plate is detachably connected with the pile body, a slide rail is arranged on the energy absorption plate, and the inner wall of the circumference of the third annular energy absorption cylinder is in sliding fit with the slide rail.
According to the description, the energy absorption plate is used for enhancing the energy absorption effect of the first shock absorption assembly, and meanwhile, the first shock absorption assembly slides along the axis direction of the pile body by utilizing the sliding rail, so that the adaptability of the shock absorption structure is improved.
Furthermore, the offshore wind turbine pile foundation damping structure further comprises a second damping component and a third damping component which are respectively arranged on the pile body, and the second damping component and the third damping component are respectively positioned on two sides of the first damping component along the axis of the pile body;
the second shock absorption assembly comprises a fourth annular energy absorption cylinder, a first piston floating sleeve and a first floating piston, the fourth annular energy-absorbing cylinder is hollow, the inner wall of the fourth annular energy-absorbing cylinder is detachably connected with the pile body through a fastener, a fourth annular assembling port is arranged on the end surface of the fourth annular energy-absorbing cylinder close to the first shock absorption assembly, one end of the first piston floating sleeve extends into the inner cavity of the fourth annular energy absorption cylinder from the fourth annular assembling port, the first piston floating sleeve is in interference fit with the fourth annular assembling port, the first floating piston is arranged at one end of the first piston floating sleeve, the first floating piston divides the inner cavity of the fourth annular energy absorption cylinder into a first chamber and a second chamber, a fourth channel which is communicated with the first cavity and the second cavity is arranged on the first floating piston, and the other end of the first piston floating sleeve is connected with the third annular energy absorption cylinder;
the third shock absorption assembly comprises a fifth annular energy absorption cylinder, a second piston floating sleeve and a second floating piston, the interior of the fifth annular energy absorption cylinder is hollow, the inner wall of the fifth annular energy absorption cylinder is detachably connected with the pile body through a fastener, a fifth annular assembling port is arranged on the end surface of the fifth annular energy absorption cylinder close to the first shock absorption assembly, one end of the second piston floating sleeve extends into the inner cavity of the fifth annular energy absorption cylinder from the fifth annular assembly opening, the second piston floating sleeve is in interference fit with the fifth annular assembling opening, the second floating piston is arranged at one end of the second piston floating sleeve, the second floating piston divides the inner cavity of the fifth annular energy-absorbing cylinder into a third cavity and a fourth cavity, a fifth channel which is communicated with the third cavity and the fourth cavity is arranged on the second floating piston, and the other end of the second piston floating sleeve is connected with the third annular energy absorption cylinder;
and the inner cavities of the fourth annular energy absorption cylinder and the fifth annular energy absorption cylinder are both provided with damping media.
Known from the above description, second shock attenuation subassembly and third shock attenuation subassembly set up respectively in first shock attenuation subassembly along axial relative both sides, second shock attenuation subassembly and third shock attenuation subassembly all include an energy-absorbing section of thick bamboo, piston floating sleeve and floating piston, when first shock attenuation subassembly receives ocean current impact and reciprocates, two piston floating sleeves move in a fourth annular energy-absorbing section of thick bamboo and a fifth annular energy-absorbing section of thick bamboo respectively, thereby order about the shock attenuation medium in two floating piston compression two energy-absorbing sections of thick bamboos respectively, produce damping force and cushion first shock attenuation subassembly's impact jointly in two energy-absorbing sections, thereby promote the shock attenuation effect of foundation pile.
Furthermore, a first damping spring is arranged in the first cavity, one end of the first damping spring is connected with the inner wall of the fourth annular energy-absorbing cylinder, the other end of the first damping spring is connected with the first floating piston, a second damping spring is arranged in the third cavity, one end of the second damping spring is connected with the inner wall of the fifth annular energy-absorbing cylinder, and the other end of the second damping spring is connected with the second floating piston.
As can be seen from the above description, the first and second damping springs further enhance the damping capacity of the second and third damping assemblies.
Furthermore, the surfaces of the first rotary sleeve, the second rotary sleeve, the third rotary sleeve, the first rotary piston, the second rotary piston, the third rotary piston, the first piston floating sleeve, the first floating piston, the second piston floating sleeve and the second floating piston are all provided with DLC coatings.
As can be seen from the description, the DLC coating improves the corrosion resistance and the wear resistance of the parts and meets the requirement of durable sealing property.
Furthermore, an included angle between the fourth channel and the axis of the pile body and an included angle between the fifth channel and the axis of the pile body are both acute angles.
As can be seen from the above description, it is preferable that the design at the acute angle further contributes to the improvement of the cushioning capacity of the second and third shock absorbing members.
Further, the damping medium is damping oil.
As can be seen from the above description, the damping medium adopts damping oil to improve the damping capacity of the damping assembly on the one hand and to provide certain buoyancy on the other hand.
Further, a labyrinth seal is arranged between the first rotating sleeve and the first annular assembling port, between the second rotating sleeve and the second annular assembling port and between the third rotating sleeve and the third annular assembling port.
As can be seen from the above description, the labyrinth seal contributes to improving the durable sealing property of the assembled structure.
Furthermore, the included angle between the energy dissipation blades and the axis of the pile body ranges from 45 degrees to 60 degrees.
From the above description, the included angle between the energy dissipation blade and the axis of the pile body is designed to be 45-60 degrees, so as to ensure the working performance of the damping assembly under the action of different ocean currents.
Referring to fig. 1 to 4, a first embodiment of the present invention is: a pile foundation damping structure of an offshore wind turbine comprises a pile body 1 and a first damping component 2 arranged on the pile body 1;
the first shock absorption assembly 2 comprises a first annular energy absorption cylinder 21, a second annular energy absorption cylinder 22, a third annular energy absorption cylinder 23 and an energy dissipation sleeve 24, wherein the circumferential inner wall of the third annular energy absorption cylinder 23 is in sliding fit with the pile body 1;
the third annular energy absorption cylinder 23 is hollow, a first annular assembly opening 231 is formed in the circumferential outer wall of the third annular energy absorption cylinder 23, a first annular rail 232 is formed in the position, located at the first annular assembly opening 231, of the third annular energy absorption cylinder 23, a first rotary sleeve 233 is rotatably arranged on the first annular rail 232, the first rotary sleeve 233 is in interference fit with the first annular assembly opening 231, more than three first rotary pistons 234 extending into the inner cavity of the third annular energy absorption cylinder 23 are arranged on the circumferential inner wall of the first rotary sleeve 233, the first rotary pistons 234 are in interference fit with the inner wall of the third annular energy absorption cylinder 23, first passages 235 are formed in the first rotary pistons 234, and first locking holes 236 are formed in the circumferential outer wall of the first rotary sleeve 233;
the second ring-shaped energy absorbing cylinder 22 is hollow, the inner wall of the circumference of the second ring-shaped energy absorbing cylinder 22 is locked with the first lock hole 236, a second annular assembling opening 221 is formed in the circumferential outer wall of the second annular energy absorption cylinder 22, a second annular rail 222 is arranged at the second annular assembling opening 221 of the second annular energy absorption cylinder 22, a second rotating sleeve 223 is rotatably arranged on the second annular track 222, the second rotating sleeve 223 is in interference fit with the second annular assembling hole 221, the inner circumferential wall of the second rotary sleeve 223 is provided with more than three second rotary pistons 224 extending into the inner cavity of the second annular energy absorbing cylinder 22, the second rolling piston 224 is an interference fit with the inner wall of the second annular energy absorber cylinder 22, a second channel 225 is arranged on the second rotary piston 224, and a second lock hole 226 is arranged on the circumferential outer wall of the second rotary sleeve 223;
the first annular energy-absorbing cylinder 21 is hollow, the inner circumferential wall of the first annular energy-absorbing cylinder 21 is locked with the second lock hole 226, a third annular assembling opening 211 is arranged on the circumferential outer wall of the first annular energy absorption cylinder 21, a third annular rail 212 is arranged at the third annular assembling opening 211 of the first annular energy absorption cylinder 21, a third rotating sleeve 213 is rotatably arranged on the third annular track 212, the third rotating sleeve 213 is in interference fit with the third annular assembling hole 211, more than three third rotary pistons 214 extending into the inner cavity of the first annular energy absorption cylinder 21 are arranged on the circumferential inner wall of the third rotary sleeve 213, the third rotary piston 214 is in interference fit with the inner wall of the first energy cylinder 21, a third channel 215 is arranged on the third rotary piston 214, and a third locking hole 216 is arranged on the circumferential outer wall of the third rotary sleeve 213;
damping media are arranged in the inner cavities of the first annular energy-absorbing cylinder 21, the second annular energy-absorbing cylinder 22 and the third annular energy-absorbing cylinder 23;
the circumferential inner wall of the energy dissipation sleeve 24 is locked with the third lock hole 216, and the circumferential outer wall of the energy dissipation sleeve 24 is provided with energy dissipation blades 241.
The inner cavity volumes of the first annular energy-absorbing cylinder 21, the second annular energy-absorbing cylinder 22 and the third annular energy-absorbing cylinder 23 are sequentially reduced, and the pore diameters of the first channel 235, the second channel 225 and the third channel 215 are gradually reduced. The first shock absorption assembly 2 further comprises an energy absorption plate 25, a corrugated steel plate is embedded in the energy absorption plate 25, the energy absorption plate 25 is detachably connected with the pile body 1, a sliding rail 251 is arranged on the energy absorption plate 25, and the inner circumferential wall of the third annular energy absorption cylinder 23 is in sliding fit with the sliding rail 251. The offshore wind turbine pile foundation shock absorption structure further comprises a second shock absorption component 3 and a third shock absorption component 4 which are respectively arranged on the pile body 1, wherein the second shock absorption component 3 and the third shock absorption component 4 are respectively positioned on two sides of the first shock absorption component 2 along the axis of the pile body 1; the second shock absorption assembly 3 comprises a fourth annular energy absorption cylinder 31, a first piston floating sleeve 32 and a first floating piston 33, the fourth annular energy absorption cylinder 31 is hollow, the inner wall of the fourth annular energy absorption cylinder 31 is detachably connected with the pile body 1 through a fastener, a fourth annular assembly opening 311 is arranged on the end surface of the fourth annular energy absorption cylinder 31 close to the first shock absorption assembly 2, one end of the first piston floating sleeve 32 extends into the inner cavity of the fourth annular energy absorption cylinder 31 from the fourth annular assembly opening 311, the first piston floating sleeve 32 is in interference fit with the fourth annular assembly opening 311, the first floating piston 33 is arranged at one end of the first piston floating sleeve 32, the inner cavity of the fourth annular energy absorption cylinder 31 is divided into a first cavity 312 and a second cavity 313 by the first floating piston 33, a fourth channel 314 communicating the first cavity 312 and the second cavity 313 is arranged on the first floating piston 33, the other end of the first piston floating sleeve 32 is connected with the third annular energy absorption cylinder 23; the third shock absorbing assembly 4 comprises a fifth annular energy absorbing cylinder 41, a second piston floating sleeve 42 and a second floating piston 43, the fifth annular energy absorbing cylinder 41 is hollow, the inner wall of the fifth annular energy absorbing cylinder 41 is detachably connected with the pile body 1 through a fastener, a fifth annular assembling port 411 is arranged on the end surface of the fifth annular energy absorbing cylinder 41 close to the first shock absorbing assembly 2, one end of the second piston floating sleeve 42 extends into the inner cavity of the fifth annular energy absorbing cylinder 41 from the fifth annular assembling port 411, the second piston floating sleeve 42 is in interference fit with the fifth annular assembling port 411, the second floating piston 43 is arranged at one end of the second piston floating sleeve 42, the second floating piston 43 divides the inner cavity of the fifth annular energy absorbing cylinder 41 into a third cavity 412 and a fourth cavity 413, a fifth passage 414 communicating the third cavity 412 and the fourth cavity 413 is arranged on the second floating piston 43, the other end of the second piston floating sleeve 42 is connected with the third annular energy absorption cylinder 23; the inner cavities of the fourth annular energy absorption cylinder 31 and the fifth annular energy absorption cylinder 41 are both provided with damping media. A first damping spring 34 is arranged in the first chamber 312, one end of the first damping spring 34 is connected with the inner wall of the fourth annular energy-absorbing cylinder 31, the other end of the first damping spring 34 is connected with the first floating piston 33, a second damping spring 44 is arranged in the third chamber 412, one end of the second damping spring 44 is connected with the inner wall of the fifth annular energy-absorbing cylinder 41, and the other end of the second damping spring 44 is connected with the second floating piston 43. The surfaces of the first rotary sleeve 233, the second rotary sleeve 223, the third rotary sleeve 213, the first rotary piston 234, the second rotary piston 224, the third rotary piston 214, the first piston floating sleeve 32, the first floating piston 33, the second piston floating sleeve 42 and the second floating piston 43 are all provided with DLC coatings. The included angle between the fourth channel 314 and the axis of the pile body 1 and the included angle between the fifth channel 414 and the axis of the pile body 1 are both acute angles. The shock absorption medium is shock absorption oil. The first rotating sleeve 233 and the first annular fitting hole 231, the second rotating sleeve 223 and the second annular fitting hole 221, and the third rotating sleeve 213 and the third annular fitting hole 211 are sealed by labyrinth seals. The included angle between the energy dissipation blades 241 and the axis of the pile body 1 ranges from 45 degrees to 60 degrees. The cross-sectional shapes of the first channel 235, the second channel 225, the third channel 215, the fourth channel 314, and the fifth channel 414 are all circular. The aperture of the fourth passage 314 gradually increases from the end close to the first damper assembly 2 to the end far from the first damper assembly 2, and the aperture of the fifth passage 414 gradually increases from the end close to the first damper assembly 2 to the end far from the first damper assembly 2.
In conclusion, the invention provides an offshore wind turbine pile foundation damping structure, which comprises a pile body and a first damping assembly arranged on the pile body, wherein the first damping assembly comprises a first annular energy absorption cylinder, a second annular energy absorption cylinder, a third annular energy absorption cylinder and an energy dissipation sleeve, the first annular energy absorption cylinder, the second annular energy absorption cylinder and the third annular energy absorption cylinder are hollow inside, when in installation, the third annular energy absorption cylinder is slidably installed on the pile body, the first rotating sleeve is installed in an inner cavity of the third annular energy absorption cylinder through a first annular assembly opening, the first rotating sleeve is in sliding fit with a first annular rail, the first rotating sleeve is in interference fit with the first annular assembly opening to ensure that the first rotating sleeve can seal the first annular assembly opening when in rotation, the first rotating sleeve utilizes a first rotating piston to separate the inner cavity of the third annular energy absorption cylinder, the first rotating piston is provided with a first passage for a damping medium to pass through, a second annular energy absorption cylinder is locked with a first lock hole of a first rotary sleeve, the second rotary sleeve passes through a second annular assembly opening and is arranged in an inner cavity of the second annular energy absorption cylinder, the second rotary sleeve is in sliding fit with a second annular rail and is in interference fit with the second annular assembly opening, the second rotary sleeve can seal the second annular assembly opening when rotating, the second rotary sleeve utilizes a second rotary piston to separate the inner cavity of the second annular energy absorption cylinder, a damping medium is arranged on the second rotary piston and passes through a second channel, the first annular energy absorption cylinder is locked with a second lock hole of the second rotary sleeve, a third rotary sleeve passes through a third annular assembly opening and is arranged in the inner cavity of the first annular energy absorption cylinder, the third rotary sleeve is in sliding fit with the third annular rail and is in interference fit with the third annular assembly opening, and the third rotary sleeve can also seal the third annular assembly opening when rotating, the third rotary sleeve utilizes a third rotary piston to separate the inner cavity of a third annular energy absorption cylinder, the third rotary piston is provided with a third passage for a damping medium to pass through, the energy dissipation sleeve is locked with a third lock hole of the third rotary sleeve, when energy dissipation blades on the energy dissipation sleeve are impacted by ocean current, impact force enables the energy dissipation sleeve to drive the third rotary sleeve to rotate, the third rotary sleeve utilizes the third rotary piston to compress the damping medium in the first annular energy absorption cylinder, further, the first annular energy absorption cylinder also rotates under the action of impact force, so that a second rotary piston of the second rotary sleeve compresses the damping medium in the second annular energy absorption cylinder, finally, the third annular energy absorption cylinder also rotates under the action of transmitted impact force, and drives the first rotary piston of the first rotary sleeve to compress the damping medium in the third annular energy absorption cylinder, the offshore wind turbine damping structure utilizes a three-stage annular energy absorption cylinder to gradually consume the impact force of the ocean current, the impact effect of ocean currents on foundation piles is effectively reduced, the safety requirements of offshore foundation piles of different depths can be met, swing of pile foundations is reduced, damage caused by offshore wind generating sets is avoided, construction and maintenance costs of offshore wind generating sets are reduced, potential safety hazards are eliminated, and the offshore wind generating set is wide in applicable sea area range.
The above description is only an embodiment of the present invention, and not intended to limit the scope of the present invention, and all equivalent changes made by using the contents of the present specification and the drawings, or applied directly or indirectly to the related technical fields, are included in the scope of the present invention.
Claims (9)
1. A pile foundation shock absorption structure of an offshore wind turbine capable of reducing impact is characterized by comprising a pile body and a first shock absorption assembly arranged on the pile body;
the first shock absorption assembly comprises a first annular energy absorption cylinder, a second annular energy absorption cylinder, a third annular energy absorption cylinder and an energy dissipation sleeve, and the circumferential inner wall of the third annular energy absorption cylinder is in sliding fit with the pile body;
the third annular energy absorption cylinder is hollow, a first annular assembly opening is formed in the circumferential outer wall of the third annular energy absorption cylinder, a first rotary sleeve is rotatably arranged on the third annular energy absorption cylinder, the first rotary sleeve is in interference fit with the first annular assembly opening, a first rotary piston extending into an inner cavity of the third annular energy absorption cylinder is arranged on the circumferential inner wall of the first rotary sleeve, the first rotary piston is in interference fit with the inner wall of the third annular energy absorption cylinder, and a first channel is formed in the first rotary piston;
the inner part of the second annular energy absorption cylinder is hollow, the circumferential inner wall of the second annular energy absorption cylinder is locked with the first rotary sleeve, the circumferential outer wall of the second annular energy absorption cylinder is provided with a second annular assembling port, the second annular energy absorption cylinder is rotatably provided with a second rotary sleeve, the second rotary sleeve is in interference fit with the second annular assembling port, the circumferential inner wall of the second rotary sleeve is provided with a second rotary piston extending into the inner cavity of the second annular energy absorption cylinder, the second rotary piston is in interference fit with the inner wall of the second annular energy absorption cylinder, and a second channel is arranged on the second rotary piston;
the first annular energy absorption cylinder is hollow, the circumferential inner wall of the first annular energy absorption cylinder is locked with the second rotary sleeve, the circumferential outer wall of the first annular energy absorption cylinder is provided with a third annular assembling port, the first annular energy absorption cylinder is rotatably provided with a third rotary sleeve, the third rotary sleeve is in interference fit with the third annular assembling port, the circumferential inner wall of the third rotary sleeve is provided with a third rotary piston extending into the inner cavity of the first annular energy absorption cylinder, the third rotary piston is in interference fit with the inner wall of the first annular energy absorption cylinder, and a third channel is arranged on the third rotary piston;
damping media are arranged in the inner cavities of the first annular energy absorption cylinder, the second annular energy absorption cylinder and the third annular energy absorption cylinder;
the circumferential inner wall of the energy dissipation sleeve is locked with the third rotating sleeve, and energy dissipation blades are arranged on the circumferential outer wall of the energy dissipation sleeve;
the volumes of the inner cavities of the first annular energy-absorbing cylinder, the second annular energy-absorbing cylinder and the third annular energy-absorbing cylinder are sequentially reduced, and the apertures of the first channel, the second channel and the third channel are gradually reduced.
2. The offshore wind turbine pile foundation shock absorption structure capable of reducing impact according to claim 1, wherein the first shock absorption assembly further comprises an energy absorption plate, a corrugated steel plate is embedded in the energy absorption plate, the energy absorption plate is detachably connected with the pile body, a slide rail is arranged on the energy absorption plate, and the inner circumferential wall of the third annular energy absorption cylinder is in sliding fit with the slide rail.
3. The offshore wind turbine pile foundation shock-absorbing structure capable of reducing impact according to claim 1, further comprising a second shock-absorbing component and a third shock-absorbing component respectively arranged on the pile body, wherein the second shock-absorbing component and the third shock-absorbing component are respectively positioned on two sides of the first shock-absorbing component along the axis of the pile body;
the second shock absorption assembly comprises a fourth annular energy absorption cylinder, a first piston floating sleeve and a first floating piston, the fourth annular energy-absorbing cylinder is hollow, the inner wall of the fourth annular energy-absorbing cylinder is detachably connected with the pile body through a fastener, a fourth annular assembling port is arranged on the end surface of the fourth annular energy-absorbing cylinder close to the first shock absorption assembly, one end of the first piston floating sleeve extends into the inner cavity of the fourth annular energy absorption cylinder from the fourth annular assembly opening, the first piston floating sleeve is in interference fit with the fourth annular assembling port, the first floating piston is arranged at one end of the first piston floating sleeve, the first floating piston divides the inner cavity of the fourth annular energy absorption cylinder into a first chamber and a second chamber, a fourth channel for communicating the first chamber with the second chamber is arranged on the first floating piston, and the other end of the first piston floating sleeve is connected with the third annular energy absorption cylinder;
the third shock absorption assembly comprises a fifth annular energy absorption cylinder, a second piston floating sleeve and a second floating piston, the interior of the fifth annular energy absorption cylinder is hollow, the inner wall of the fifth annular energy absorption cylinder is detachably connected with the pile body through a fastener, a fifth annular assembling port is arranged on the end surface of the fifth annular energy absorption cylinder close to the first shock absorption assembly, one end of the second piston floating sleeve extends into the inner cavity of the fifth annular energy absorption cylinder from the fifth annular assembly opening, the second piston floating sleeve is in interference fit with the fifth annular assembling opening, the second floating piston is arranged at one end of the second piston floating sleeve, the second floating piston divides the inner cavity of the fifth annular energy absorption cylinder into a third chamber and a fourth chamber, a fifth channel which is communicated with the third cavity and the fourth cavity is arranged on the second floating piston, and the other end of the second piston floating sleeve is connected with the third annular energy absorption cylinder;
the inner cavities of the fourth annular energy-absorbing cylinder and the fifth annular energy-absorbing cylinder are both provided with damping media;
the aperture of the fourth channel gradually increases from one end close to the first damping assembly to one end far away from the first damping assembly, and the aperture of the fifth channel gradually increases from one end close to the first damping assembly to one end far away from the first damping assembly.
4. The offshore wind turbine pile foundation damping structure capable of reducing impact according to claim 3, wherein a first damping spring is arranged in the first chamber, one end of the first damping spring is connected with the inner wall of the fourth annular energy absorption cylinder, the other end of the first damping spring is connected with the first floating piston, a second damping spring is arranged in the third chamber, one end of the second damping spring is connected with the inner wall of the fifth annular energy absorption cylinder, and the other end of the second damping spring is connected with the second floating piston.
5. The offshore wind turbine pile foundation shock absorbing structure of claim 3, wherein the surfaces of the first rotating sleeve, the second rotating sleeve, the third rotating sleeve, the first rotating piston, the second rotating piston, the third rotating piston, the first piston floating sleeve, the first floating piston, the second piston floating sleeve and the second floating piston are all provided with DLC coatings.
6. The offshore wind turbine pile foundation shock-absorbing structure capable of reducing impact according to claim 3, wherein an included angle between the fourth channel and the axis of the pile body and an included angle between the fifth channel and the axis of the pile body are acute angles.
7. The offshore wind turbine pile foundation damping structure capable of reducing impact according to claim 1, wherein the damping medium is damping oil.
8. The offshore wind turbine pile foundation shock absorbing structure of claim 1, wherein a gap between the first rotating sleeve and the first annular assembling port, a gap between the second rotating sleeve and the second annular assembling port, and a gap between the third rotating sleeve and the third annular assembling port are sealed by labyrinth seals.
9. The offshore wind turbine pile foundation shock-absorbing structure capable of reducing impact according to claim 1, wherein the angle between the energy-dissipating blades and the axis of the pile body ranges from 45 ° to 60 °.
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| CN202210285795.XA CN114658040A (en) | 2020-11-03 | 2020-11-03 | Offshore wind turbine pile foundation shock-absorbing structure capable of reducing impact |
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| CN202210285795.XA CN114658040A (en) | 2020-11-03 | 2020-11-03 | Offshore wind turbine pile foundation shock-absorbing structure capable of reducing impact |
| CN202011207111.1A CN112376623B (en) | 2020-11-03 | 2020-11-03 | Pile foundation damping structure of offshore wind turbine |
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| CN106087877A (en) * | 2016-08-10 | 2016-11-09 | 福建省新能海上风电研发中心有限公司 | Offshore wind power foundation CAS and construction method thereof |
| CN108661012A (en) * | 2018-06-14 | 2018-10-16 | 福建省新能海上风电研发中心有限公司 | A kind of dual anti-collision system for offshore wind turbine foundation |
| CN211596666U (en) * | 2019-12-02 | 2020-09-29 | 阳光学院 | Offshore wind power spud leg floating protection architecture |
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