CN111608197A - Novel large-diameter single pile for offshore wind power - Google Patents

Novel large-diameter single pile for offshore wind power Download PDF

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Publication number
CN111608197A
CN111608197A CN202010534627.0A CN202010534627A CN111608197A CN 111608197 A CN111608197 A CN 111608197A CN 202010534627 A CN202010534627 A CN 202010534627A CN 111608197 A CN111608197 A CN 111608197A
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single pile
wave
wind power
column
offshore wind
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CN111608197B (en
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不公告发明人
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HUNAN HENGYUE HEAVY STEEL STEEL STRUCTURE ENGINEERING Co.,Ltd.
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施秀华
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • E02D27/425Foundations for poles, masts or chimneys specially adapted for wind motors masts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water
    • E02D27/525Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/06Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L11/00Measuring steady or quasi-steady pressure of a fluid or a fluent solid material by means not provided for in group G01L7/00 or G01L9/00

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Revetment (AREA)

Abstract

The invention discloses a novel large-diameter single pile for offshore wind power, which belongs to the field of offshore wind power equipment, and is characterized in that a single pile for offshore wind power is provided with a breakwater on the surface of the single pile to divide tidal current and ocean current, so that the phenomenon of centralized scouring of tidal current and ocean current is avoided, the erosion of the tidal current to the single pile is reduced, a column body is eroded by the tidal current to form a crack, and when the column body is communicated with an elastic cavity, seawater can penetrate through the crack and enter the elastic cavity, the integral contact area of the ocean current and the single column is increased, namely the impact strength of the ocean current on the single column is increased, the single column with the crack can be separated from an anti-wave column individual, the damaged single column is peeled off from the anti-wave column, the scouring strength of the ocean current on the anti-wave column integral body is reduced, the erosion speed of the anti-wave column is reduced, and the service life of the single pile for manufacturing a wind generating set can be greatly prolonged, the ocean current erosion caused by tidal waves is greatly reduced.

Description

Novel large-diameter single pile for offshore wind power
Technical Field
The invention relates to the field of offshore wind power equipment, in particular to a novel large-diameter single pile for offshore wind power.
Background
An offshore wind power plant is a novel power plant which generates power by using offshore wind resources. Under the condition that the situation of petroleum resources is increasingly severe, all countries project eyes to sea areas with huge wind power resources, the real development of the wind power industry starts from the petroleum crisis in 1973, and the demonstration wind power field is built in the 80 th century in 20 th, so that the wind power industry becomes a new power source of a power grid, and the wind power development keeps the fastest world energy position in the following 20 years. The annual average growth rate of the global wind power accumulated installed capacity is close to 30.00 percent in the first decade of the 21 st century, and wind power technology is mature day by day.
The first reason that wind power generation enters the sight of people is that the wind power generation is environment-friendly, the power of the wind power generation is derived from air flow on the surface of the earth, in a certain sense, the final source of the wind power generation is also solar energy which is renewable energy, the problems existing in the existing fossil energy can be perfectly solved in a theoretical level, however, in the actual construction process of a wind power plant, numerous secondary problems are caused, the most important reason is noise pollution generated by running machinery in the working process of a wind generating set, the living environment around the wind power plant is seriously influenced, meanwhile, the construction of the wind power plant needs to occupy wide open land, and the wind power plant is beyond the limit of the current earth-occupied society.
The offshore wind power station perfectly solves a plurality of problems of the land wind power station, a wide offshore area provides a wide construction space for the offshore wind power station, meanwhile, the tidal wind which keeps day and night also provides a sufficient power source for the wind generating set, noise generated by the wind generating set during working has small influence on human activities due to the fact that the wind generating set is far away from the coast and the residential area, but compared with the terrestrial environment, the marine environment is complex, the corrosion degree of the sea water is far higher than that of the atmosphere due to a large amount of salt dissolved in the sea water, the marine current corrosion caused by a large amount of marine organisms is accompanied, and the service life of a single pile manufactured by the wind generating set is seriously influenced.
Disclosure of Invention
1. Technical problem to be solved
Aiming at the problems in the prior art, the invention aims to provide a novel large-diameter single pile for offshore wind power, which can greatly prolong the service life of the single pile for manufacturing a wind generating set, greatly reduce ocean current erosion caused by tidal waves and greatly reduce the daily maintenance cost of an offshore wind power plant.
2. Technical scheme
In order to solve the above problems, the present invention adopts the following technical solutions.
A novel large-diameter single pile for offshore wind power comprises a single pile, wherein a wind power generator set is fixedly connected to the upper end of the single pile, a protective sleeve is sleeved on the single pile and comprises a pair of adhesive magnetic strips, a wave-proof blanket is fixedly connected between the two adhesive magnetic strips, one section of the wave-proof blanket, which is far away from the single pile, is fixedly connected with a wave-proof forest, the wave-proof forest comprises a plurality of wave-proof columns, the wave-proof columns are distributed in a staggered mode and comprise a plurality of single columns, each single column comprises a column body and a locking ball head, one end, which is far away from the locking ball head, of the column body is provided with a locking groove matched with the locking ball head in a chiseled mode, the single columns are connected with the locking groove end to form a complete wave-proof column body, an elastic cavity is chiseled in the column body, a ball head cavity is chiseled in the locking ball head, elastic cavity inner wall fixedly connected with divider membrane, the divider membrane is located the juncture of elastic cavity and divider membrane, and divider membrane separates elastic cavity and bulb cavity, elastic cavity and bulb cavity are all filled with nitrogen gas, and nitrogen gas atmospheric pressure is equal in elastic cavity and the bulb cavity, this scheme shunts the morning and evening tides ocean current through set up the breakwater on the single pile surface, the phenomenon that the morning and evening tides ocean current is concentrated to erode is avoided appearing, reduce the erosion of morning and evening tides ocean current to the single pile, can realize prolonging wind generating set by a wide margin and make the life with the single pile, reduce the ocean current erosion that the morning and evening tides wave caused by a wide margin, reduce offshore wind power plant's daily maintenance cost by a wide margin.
Further, the cylinder is embedded with the strengthening net, and strengthens the outside that the net cup jointed at the elasticity cavity, strengthens the intensity that the net can increase the cylinder for the cylinder is difficult for appearing crackle or whole tearing, is difficult for causing the nitrogen gas of elasticity cavity intussuseption to leak, is difficult for causing the area of contact grow of single-column and ocean current because of the cylinder epidermis is torn, is favorable to maintaining the lower degree of erosion of ocean current.
Furthermore, the separation membrane is rippling, and the separation membrane is made of elastic rubber, so that the elastic deformation degree of the separation membrane is increased, namely the relative deformation of the elastic cavity and the ball head cavity is increased.
Further, the outer end fixedly connected with entanglement fiber of locking bulb, the inner wall fixedly connected with fixed fiber of locking groove increases the joint strength between two single columns of jingle bell through fixed fiber and entanglement fiber intertwine, makes intact single column be difficult for droing under the washing away of ocean current.
Further, locking inslot wall fixedly connected with anticreep ring, and anticreep ring is located the notch department of locking groove, and anticreep ring can increase the holistic moulding intensity of locking groove, makes the locking groove be difficult for taking place too big elastic deformation under the exogenic action, increases the joint strength of locking groove and anticreep ring.
Further, fixedly connected with and locking groove assorted installation bulb on the ripples blanket of preventing, realize fixed connection through installation bulb and locking groove between ripples blanket and the cylinder of preventing, the installation bulb is solid rubber ball, and the solid construction of installation bulb can reduce the elastic deformation of installation bulb self by a wide margin, can effectively increase the joint strength between ripples blanket and the single column, increases the degree of difficulty that the single column drops from preventing the ripples blanket.
Further, fixedly connected with pressure sensor on the installation bulb, pressure sensor is located the surface of installation bulb, and pressure sensor can detect the washing away of ocean current to the installation bulb, and after the single column of being connected with the wave blanket falls off, pressure sensor can detect the ocean current and erode to reach maintainer's mobile terminal on the data that will correspond, when the pressure sensor that detects the ocean current and erode reachs one third of pressure sensor installation volume, the single column on surface mounting bulb surface has fallen one third, and the utility that the ocean current was resisted to the protective sheath descends by a wide margin, and maintainer need arrange the time to change the protective sheath.
Further, the outside of single pile has cup jointed, and with single pile fixed connection, cup joint in the outside of protective sheath, choose for use elastic fiber to weave and form, the protective sheath can hold the single post that drops from the protective sheath, the formation of less marine waste.
Further, the protective sheath is the blanket form, the both ends fixedly connected with buckle of gluing the magnetic stripe, the single pile is gone up to open the chisel have with glue magnetic stripe assorted mounting groove, and the pre-buried magnetite that has in the mounting groove, and wherein the protective sheath can be through fixing the buckle end to end at gluing the magnetic stripe both ends, forms the cartridge packing, and the protective sheath is then through gluing the magnetic stripe and pre-buried magnetite fixed connection in the mounting groove.
3. Advantageous effects
Compared with the prior art, the invention has the advantages that:
in the scheme, the wave-preventing forest is arranged on the surface of the single pile to divide the tidal ocean current, so that the phenomenon of centralized scouring of the tidal ocean current is avoided, the erosion of the tidal ocean current to the single pile is reduced, the column body is eroded by the tidal ocean current to generate cracks and is communicated with the elastic cavity, seawater can penetrate through the cracks to enter the elastic cavity, the integral contact area of the ocean current and the single column is increased, namely the impact strength of the ocean current on the single column is increased, the single column with the cracks can be separated from the wave-preventing column body, the damaged single column is peeled off from the wave-preventing column, the scouring strength of the ocean current on the whole wave-preventing column is reduced, the erosion rate of the wave-preventing column is reduced, the single column is protected like the amputation operation of human beings or the lesion part of the self is abandoned by part of organisms, and the richness of the wave-preventing forest on the surface of the wave-preventing blanket is monitored in real time by utilizing, too much protective sheath that drops to the wave protection forest in time changes, is difficult for influencing the protective sheath's protection effect, reduces the speed that is eroded by the wave protection post, can realize prolonging wind generating set by a wide margin and make the life who uses the single pile, reduces the ocean current erosion that the morning and evening tides wave caused by a wide margin, reduces offshore wind power plant's daily maintenance cost by a wide margin.
Drawings
FIG. 1 is a schematic structural view of an offshore wind turbine of the present invention;
FIG. 2 is a cross-sectional view of the protective casing of the present invention;
FIG. 3 is a schematic view of a protective cover of the present invention;
FIG. 4 is a schematic structural diagram of the breakwater column of the present invention;
FIG. 5 is a front cross-sectional view of the breakwater column of the present invention;
FIG. 6 is a front cross-sectional view of the junction of two breakwaters of the present invention;
FIG. 7 is a schematic view of the structure at A in FIG. 6;
FIG. 8 is a front cross-sectional view of the connection of the protective casing of the present invention to a breakwater;
fig. 9 is a schematic structural view of a separation membrane of the present invention.
The reference numbers in the figures illustrate:
1 wind turbine generator, 2 single piles, 3 protective sleeves, 301 adhesive magnetic strips, 302 wave-proof blankets, 303 wave-proof forests, 304 installation ball heads, 305 pressure sensors, 4 single columns, 401 columns, 402 locking ball heads, 403 elastic cavities, 404 ball head cavities, 405 separation membranes, 406 reinforcing nets, 407 locking grooves, 408 anti-slip rings, 409 fixing fibers and 410 entanglement fibers.
Detailed Description
The drawings in the embodiments of the invention will be combined; the technical scheme in the embodiment of the invention is clearly and completely described; obviously; the described embodiments are only some of the embodiments of the invention; but not all embodiments, are based on the embodiments of the invention; all other embodiments obtained by a person skilled in the art without making any inventive step; all fall within the scope of protection of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "top/bottom", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "sleeved/connected," "connected," and the like are to be construed broadly, e.g., "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1:
referring to fig. 1 and 4-7, a novel large-diameter single pile for offshore wind power comprises a single pile 2, a wind power generator unit 1 is fixedly connected to the upper end of the single pile 2, a protective sleeve 3 is sleeved on the single pile 2, the protective sleeve 3 comprises a pair of adhesive magnetic strips 301, the protective sleeve 3 is fixedly connected between the single pile 2 and the protective sleeve 3 through the adsorption effect between the pair of adhesive magnetic strips 301 and the single pile 2, a wave-proof blanket 302 is fixedly connected between the two adhesive magnetic strips 301, a section of the wave-proof blanket 302 away from the single pile 2 is fixedly connected with a wave-proof forest 303, the wave-proof forest 303 comprises a plurality of wave-proof columns, the plurality of wave-proof columns are distributed in a staggered manner, the plurality of wave-proof columns comprise a plurality of single columns 4, each single column 4 comprises a column body 401 and a locking ball head 402, a locking groove 407 matched with the locking ball head is drilled at one end of the column body 401 away from the locking ball head 402, the plurality of single columns 4 are connected with the locking, an elastic cavity 403 is drilled in the column body 401, a ball head cavity 404 is drilled in the locking ball head 402, the elastic cavity 403 is communicated with a separation film 405, the separation film 405 is fixedly connected to the inner wall of the elastic cavity 403, the separation film 405 is located at the junction of the elastic cavity 403 and the separation film 405, the separation film 405 separates the elastic cavity 403 and the ball head cavity 404, nitrogen is filled in the elastic cavity 403 and the ball head cavity 404, the pressure of the nitrogen in the elastic cavity 403 and the pressure of the nitrogen in the ball head cavity 404 are equal, and the overall density of the special single column 4 filled with the nitrogen is close to that of the seawater in the location, so that the single column 4 can be suspended in the seawater.
This scheme is shunted the morning and evening tides ocean current through set up the breakwater 303 on single pile 2 surface, avoids appearing the phenomenon that the morning and evening tides ocean current is concentrated and erodees, reduces the erosion of morning and evening tides ocean current to single pile 2, can realize prolonging wind generating set by a wide margin and make the life with the single pile, reduces the ocean current erosion that the morning and evening tides wave caused by a wide margin, reduces offshore wind power plant's daily maintenance cost by a wide margin.
Referring to fig. 4-7, a reinforcing mesh 406 is embedded in the cylinder 401, and the reinforcing mesh 406 is sleeved outside the elastic cavity 403, the reinforcing mesh 406 can increase the strength of the cylinder 401, so that the cylinder 401 is not prone to crack or overall tear, nitrogen filled in the elastic cavity 403 is not prone to leak, the contact area between the single column 4 and ocean current is not prone to increase due to the tearing of the surface of the cylinder 401, which is beneficial to maintaining the lower erosion degree of the ocean current, the separation membrane 405 is in a ripple shape, the separation membrane 405 is made of elastic rubber, the elastic deformation degree of the separation membrane 405 is increased, that is, the relative deformation of the elastic cavity 403 and the ball cavity 404 is increased, the outer end of the locking ball 402 is fixedly connected with entanglement fibers 410, the inner wall of the locking groove 407 is fixedly connected with fixing fibers 409, and the connection strength between two single columns 4 of the ring bell is increased by mutual winding of the fixing fibers 409 and the entanglement, make intact single-column 4 be difficult for droing under scouring away of ocean current, lock groove 407 inner wall fixedly connected with anticreep ring 408, and anticreep ring 408 is located the notch department that locks groove 407, and anticreep ring 408 can increase the holistic moulding intensity of locking groove 407, makes locking groove 407 be difficult for taking place too big elastic deformation under the exogenic action, increases locking groove 407 and anticreep ring 408's joint strength.
The installation ball head 304 matched with the locking groove 407 is fixedly connected to the wave-proof blanket 302, the wave-proof blanket 302 is fixedly connected with the column 401 through the installation ball head 304 and the locking groove 407, the installation ball head 304 is a solid rubber ball, the solid structure of the installation ball head 304 can greatly reduce the elastic deformation of the installation ball head 304, the connection strength between the wave-proof blanket 302 and the single column 4 can be effectively increased, the difficulty of the single column 4 falling off from the wave-proof blanket 302 is increased, the installation ball head 304 is fixedly connected with the pressure sensor 305, the pressure sensor 305 is located on the surface of the installation ball head 304, the pressure sensor 305 can detect the scouring of ocean currents on the installation ball head 304, after the single column 4 connected with the wave-proof blanket 302 falls off, the pressure sensor 305 can detect the scouring of the ocean currents and upload corresponding data to a mobile terminal of a maintenance worker, when the installation amount of the pressure sensor 305 detecting the scouring of the ocean currents reaches one third of the installation amount of the, the single column 4 on the surface of the surface mounting ball head 304 falls off by one third, the effectiveness of the protective sleeve 3 for resisting ocean currents is greatly reduced, and maintenance personnel need to arrange time to replace the protective sleeve 3.
Wherein, the battery is embedded and installed in the installation bulb 304 to supply power for the pressure sensor 305, and the pressure sensor 305 is in signal connection with the mobile terminal of the maintenance personnel.
The installation position of the protective sleeve 3 is determined by the seabed depth of the wind driven generator building position, the length of the protective sleeve 3 is determined by the maximum difference of the tide and the sea level of the wind driven generator building position, and the related data can be consulted through the history document of the local sea conditions, so that the manufacturing cost of the protective sleeve 3 is reduced.
Please refer to fig. 2-3, the outside of single pile 2 has been cup jointed 5, and 5 and single pile 2 fixed connection, 5 cup joints in the outside of protective sheath 3, 5 chooses for use elastic fiber to weave and forms, protective sheath 3 can catch the single post 4 that drops from protective sheath 3, the formation of less marine waste, protective sheath 3 is blanket form, glue magnetic stripe 301's both ends fixedly connected with buckle, the last chisel of single pile 2 has with glue magnetic stripe 301 assorted mounting groove, and pre-buried the magnetite in the mounting groove, wherein protective sheath 3 can be through fixing the buckle end to end at glue magnetic stripe 301 both ends, form the cartridge, and protective sheath 3 is then through gluing magnetic stripe 301 and pre-buried magnetite fixed connection in the mounting groove, make things convenient for the installation of protective sheath 3 to change.
In the scheme, the wave-preventing forest 303 is arranged on the surface of the single pile 2 to divide the tidal ocean current, so that the phenomenon of centralized scouring of the tidal ocean current is avoided, the erosion of the tidal ocean current on the single pile 2 is reduced, when the column body 401 is eroded by the tidal ocean current to generate cracks and is communicated with the elastic cavity 403, seawater can pass through the cracks to enter the elastic cavity 403, the integral contact area between the ocean current and the single column 4 is increased, namely the impact strength of the ocean current on the single column 4 is increased, the single column 4 with the cracks can be separated from the wave-preventing column individual, the damaged single column 4 is peeled off from the wave-preventing column, the scouring strength of the ocean current on the whole wave-preventing column is reduced, the erosion rate of the wave-preventing column is reduced, the wave-preventing column is protected like the self lesion part of a living being or the amputation operation of a human being, and the abundance of the wave-preventing forest 303 on the surface of the wave-preventing column 302 is monitored in real time by the, too much protective sheath 3 that drops to the breakwater 303 in time changes, is difficult for influencing protective sheath 3's protection effect, reduces the speed that is eroded by the wave protection post, can realize prolonging wind generating set by a wide margin and make the life who uses the single pile, reduces the ocean current erosion that the morning and evening tides wave caused by a wide margin, reduces offshore wind power plant's daily maintenance cost by a wide margin.
The above; but are merely preferred embodiments of the invention; the scope of the invention is not limited thereto; any person skilled in the art is within the technical scope of the present disclosure; the technical scheme and the improved concept of the invention are equally replaced or changed; are intended to be covered by the scope of the present invention.

Claims (9)

1. The utility model provides an offshore wind power is with novel major diameter single pile, includes single pile (2), the upper end fixed connection wind turbine generator system (1) of single pile (2), its characterized in that: the protective sleeve (3) is sleeved on the single pile (2), the protective sleeve (3) comprises a pair of adhesive magnetic strips (301), an anti-wave blanket (302) is fixedly connected between the two adhesive magnetic strips (301), one section of the anti-wave blanket (302) far away from the single pile (2) is fixedly connected with an anti-wave forest (303), the anti-wave forest (303) comprises a plurality of anti-wave columns which are distributed in a staggered mode, the anti-wave columns comprise a plurality of single columns (4), each single column (4) comprises a column body (401) and a locking ball head (402), one end, far away from the locking ball head (402), of the column body (401) is provided with a locking groove (407) matched with the locking ball head (402), the single columns (4) are connected with the locking groove (407) in an end-to-end mode to form a complete anti-wave column, and an elastic cavity (403) is formed in the column body (401), a ball head cavity (404) is drilled in the locking ball head (402), the elastic cavity (403) is communicated with a separation film (405), the separation film (405) is fixedly connected to the inner wall of the elastic cavity (403), the separation film (405) is located at the junction of the elastic cavity (403) and the separation film (405), the elastic cavity (403) and the ball head cavity (404) are separated by the separation film (405), nitrogen is filled in the elastic cavity (403) and the ball head cavity (404), and the nitrogen pressure in the elastic cavity (403) is equal to that in the ball head cavity (404).
2. The novel large-diameter single pile for offshore wind power as claimed in claim 1, wherein: a reinforcing net (406) is embedded in the column body (401), and the reinforcing net (406) is sleeved outside the elastic cavity (403).
3. The novel large-diameter single pile for offshore wind power as claimed in claim 1, wherein: the separation membrane (405) is in a ripple shape, and the separation membrane (405) is made of elastic rubber.
4. The novel large-diameter single pile for offshore wind power as claimed in claim 1, wherein: the outer end of the locking ball head (402) is fixedly connected with entangled fibers (410), and the inner wall of the locking groove (407) is fixedly connected with fixed fibers (409).
5. The novel large-diameter single pile for offshore wind power as claimed in claim 1, wherein: locking groove (407) inner wall fixedly connected with anticreep ring (408), and anticreep ring (408) are located the notch department of locking groove (407).
6. The novel large-diameter single pile for offshore wind power as claimed in claim 1, wherein: fixedly connected with and locking groove (407) assorted installation bulb (304) on wave blanket (302), realize fixed connection through installation bulb (304) and locking groove (407) between wave blanket (302) and cylinder (401), installation bulb (304) are solid rubber ball.
7. The novel large-diameter single pile for offshore wind power as claimed in claim 6, wherein: the mounting ball head (304) is fixedly connected with a pressure sensor (305), and the pressure sensor (305) is positioned on the surface of the mounting ball head (304).
8. The novel large-diameter single pile for offshore wind power as claimed in claim 1, wherein: the outside of single pile (2) is cup jointed with (5), and (5) and single pile (2) fixed connection, the outside at protective sheath (3) is cup jointed in (5), elastic fiber is woven for use in (5) and is formed.
9. The novel large-diameter single pile for offshore wind power as claimed in claim 1, wherein: protective sheath (3) are the blanket form, the both ends fixedly connected with buckle of gluing magnetic stripe (301), cut on single pile (2) have with glue magnetic stripe (301) assorted mounting groove, and the pre-buried magnetite that has in the mounting groove.
CN202010534627.0A 2020-06-12 2020-06-12 Large-diameter single pile for offshore wind power Active CN111608197B (en)

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Publication number Priority date Publication date Assignee Title
CN113718842A (en) * 2021-09-16 2021-11-30 中国华能集团清洁能源技术研究院有限公司 Offshore wind power multi-pile foundation
CN113833011A (en) * 2021-09-16 2021-12-24 华能(浙江)能源开发有限公司清洁能源分公司 Offshore wind power single pile foundation

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Publication number Priority date Publication date Assignee Title
CN113718842A (en) * 2021-09-16 2021-11-30 中国华能集团清洁能源技术研究院有限公司 Offshore wind power multi-pile foundation
CN113833011A (en) * 2021-09-16 2021-12-24 华能(浙江)能源开发有限公司清洁能源分公司 Offshore wind power single pile foundation

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