CN109868847B - Corrosion on-line detection equipment for tidal range area of offshore wind power single pile foundation - Google Patents
Corrosion on-line detection equipment for tidal range area of offshore wind power single pile foundation Download PDFInfo
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Abstract
The invention introduces an on-line detection device for corrosion of a tidal range area of a single pile foundation of offshore wind power, wherein a wind driven generator erected on the sea comprises a tower foundation extending out of the sea surface from the sea bottom, and the vertical cylindrical tower foundation sequentially passes through a sea mud area, a full immersion area, a tidal range area and a splash area of the sea from bottom to top until entering and exiting an atmosphere area; the detection equipment comprises a buoy sleeved on the periphery of the tower foundation in the tidal range area, a plurality of cameras which are subjected to waterproof treatment are arranged on the buoy, and lenses of the cameras face the tower foundation in the tidal range area so as to shoot images of the outer wall surface of the tower foundation immersed in the tidal range area. Through the arrangement, the buoy carries out corresponding lifting displacement in the tidal range area along with the rising and falling tide of the sea surface, so that the camera arranged on the buoy can carry out comprehensive shooting on the tower foundation in the tidal range area, and the aim of accurately acquiring corrosion detection information of the tower foundation in the tidal range area is fulfilled. Meanwhile, the invention has simple structure, simple method and obvious effect and is suitable for popularization and use.
Description
Technical Field
The invention relates to wind power generation equipment arranged on the sea, in particular to on-line detection equipment for corrosion of a tidal range area of a single pile foundation of offshore wind power.
Background
Under the severe situation that fossil energy resources such as coal, petroleum and the like are increasingly deficient and greenhouse gas emission threatens the living environment of human beings, wind energy is used as a green energy resource which can be continuously regenerated and continuously utilized in the nature, and the wind energy is increasingly valued by the world because of the advantages of huge reserve, wide distribution, no pollution and the like. Since the first seaborne wind farm in the world was built in denmark in 1991, seaborne wind power has become an important area for the development of renewable energy sources in the world. Through the development of over 20 years, the offshore wind power technology is mature, and the large-scale development stage is entered. By the end of 2014, 11 countries in europe built a total of 84 offshore wind farms, total loader capacity 11,027MW. The 100MW offshore wind farm of the east China sea bridge for grid-connected power generation in 2010 is the first large-scale offshore wind project in Asia, and the capacity of the offshore wind power total assembly machine in China reaches 428.58MW by 2013. It is reported that the land wind energy reserves 2.53 hundred million kilowatts which can be developed and utilized in China, the offshore wind energy reserves 7.5 hundred million kilowatts which can be developed and utilized in offshore are far greater than land, and the development space is wide. Meanwhile, the eastern coastal areas of China are developed in economy, energy is short, and the development of abundant offshore wind energy resources can effectively improve the energy supply structure. Therefore, although the offshore wind power in China starts later, the development potential is huge.
Compared with land wind power, the environment where the offshore wind power is located is more complex, the marine atmosphere is high in humidity, high in salt fog and long in sunlight, the spray splashing area is alternately dry and wet, the underwater area is soaked in seawater, the organisms adhere to each other, and the like, the corrosion environment is very harsh, a serious challenge is provided for corrosion protection of offshore wind power equipment, and meanwhile, the maintenance cost of the offshore wind power is extremely high due to the special geographic environment and technical requirements. Therefore, the marine corrosion brings great potential safety hazard to the offshore wind turbine, shortens the operation life of the turbine, and greatly increases the construction investment and operation maintenance cost of wind power. Corrosion protection is a prominent problem that must be considered by offshore wind power, and corrosion protection design is one of the important links in offshore wind farm design.
The underwater foundation mainly comprises a steel structure foundation and a reinforced concrete structure foundation from the material angle; the structure is divided into a gravity type foundation, a single pile foundation, a pile group foundation, a jacket foundation, a suction type cylindrical foundation and other fixed type foundations, a floating type foundation and the like. The single pile tower foundation adopted by the wind driven generator in the prior art is mainly composed of steel tower external brushing anti-corrosion paint, but as the design life of the offshore wind turbine is more than 25 years, in the severe offshore environment, the anti-corrosion paint is inevitably dropped off, a steel structure is exposed in seawater and ocean atmosphere with strong corrosiveness, the service life of the offshore wind turbine structure foundation is damaged, and even serious safety accidents can be caused, so that the corrosion detection of the offshore wind turbine structure foundation is particularly important.
The present invention has been made in view of this.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, and provides on-line detection equipment for corrosion of a tidal range area of a single-pile foundation of an offshore wind power generation, so as to realize the purpose of accurately detecting the corrosion condition of a tower foundation of the tidal range area of the offshore wind power generation.
In order to achieve the above object, the present invention adopts the following technical scheme:
the on-line corrosion detection equipment for the tidal range zone of the offshore wind power single pile foundation comprises a tower foundation extending out of the sea surface from the sea bottom, wherein the vertical cylindrical tower foundation sequentially passes through a sea mud zone, a full immersion zone, a tidal range zone and a splash zone of the sea from bottom to top until entering and exiting an atmosphere zone; the detection equipment comprises a buoy sleeved on the periphery of the tower foundation in the tidal range area, a plurality of cameras which are subjected to waterproof treatment are arranged on the buoy, and lenses of the cameras face the tower foundation in the tidal range area so as to shoot images of the outer wall surface of the tower foundation immersed in the tidal range area.
Further, the buoy is annular, and the inner diameter of the annular buoy is larger than the outer peripheral diameter of the tower foundation in the tidal range area.
Further, a plurality of cameras are arranged on the annular buoy at equal intervals, and the lens axes of the cameras are arranged along a plane parallel to the buoy in an extending mode so as to acquire multi-angle images of the outer wall surface of the tower foundation in a tidal range area;
preferably, the lens axes of the cameras are in the same horizontal plane.
Furthermore, the buoy is provided with a plurality of installation seats which are arranged at equal intervals, the upper surfaces of the installation seats are all installation planes, the installation planes are positioned in the same horizontal plane, and the installation planes are respectively provided with a camera correspondingly.
Further, be equipped with outside radial convex limit baffle on the tower section of thick bamboo basis, limit baffle sets up to the parallel and level with the highest department in tidal range district to stop the buoy and wave the tide fluctuation to surpass tidal range district scope.
Further, the limiting baffle is a circle of blocking ribs protruding from the outer wall surface of the tower foundation, and the outer diameter of the limiting baffle is larger than the inner diameter of the annular buoy so as to limit the buoy to float upwards to exceed the height of the limiting baffle;
preferably, the cameras are spaced from the inner periphery of the buoy by a certain distance, and the difference between the radius of the outer periphery of the limit baffle and the radius of the inner periphery of the buoy is smaller than the distance between the cameras and the inner periphery of the buoy so as to prevent collision between the cameras and the limit baffle.
Furthermore, the buoy is also provided with an acceleration sensor so as to monitor sea waves in the area where the buoy is located in real time.
Further, each camera is respectively integrated with a communication component, and the communication components are in remote matching connection with a controller arranged in the tower of the wind driven generator so as to collect image information collected by the camera to the controller and transmit control instructions issued by the controller to the camera.
Further, the controller is connected with an acceleration sensor arranged on the buoy in a matched manner through a communication assembly, so that the controller can acquire detection signals of the acceleration sensor; the controller analyzes and judges according to the obtained detection signals to obtain proper shooting time nodes, and sends shooting instructions to each camera through the communication assembly at the proper shooting time nodes, so that each camera shoots a tower foundation in a tidal range area.
Further, a control server of the whole offshore wind farm is arranged on the coast, controllers are respectively arranged in tower cylinders of all offshore wind turbines, and all controllers are respectively connected with the control server through communication cables, so that bidirectional data transmission can be carried out between the controllers and the control server.
Compared with the prior art, the invention has the following remarkable technical progress:
through the arrangement, the buoy carries out corresponding lifting displacement in the tidal range area along with the rising and falling tide of the sea surface, so that the camera arranged on the buoy can carry out comprehensive shooting on the tower foundation in the tidal range area, and the aim of accurately acquiring corrosion detection information of the tower foundation in the tidal range area is fulfilled.
Meanwhile, the invention has simple structure, simple method and obvious effect and is suitable for popularization and use.
The following describes the embodiments of the present invention in further detail with reference to the accompanying drawings.
Drawings
Fig. 1: the embodiment of the invention discloses a tower foundation height subsection schematic diagram in sea water;
fig. 2: in the embodiment of the invention, the structure diagram of the on-line corrosion detection equipment for the tidal range area of the offshore wind power single pile foundation is shown;
fig. 3: in the embodiment of the invention, the structure diagram of the on-line corrosion detection equipment for the splash zone of the offshore wind power single pile foundation is shown;
fig. 4: the connection between the control components in the embodiment of the invention is schematically shown in a block diagram.
Main original description: 1-tower foundation, 2-buoy, 3-camera, 4-mount pad, 5-limit baffle, 6-annular platform, 7-guide rail, 8-storage cleaning bin, 9-cleaning device, 10-driving motor, 11-lifting rope, 12-distance sensor, 13-acceleration sensor, 14-controller, 15-communication assembly, 16-control server.
Detailed Description
Example 1
As shown in fig. 1 and fig. 2, in this embodiment, an on-line detection device for corrosion in a tidal range area of a single pile foundation of offshore wind power is described, wherein a wind driven generator erected on the sea comprises a tower foundation 1 extending out of the sea surface from the sea bottom, and the vertical cylindrical tower foundation 1 sequentially passes through a sea mud area, a full immersion area, a tidal range area and a splash area of the sea from bottom to top until entering and exiting an atmosphere area; the detection equipment comprises a buoy 2 sleeved on the periphery of a tower foundation 1 in a tidal range area, wherein a plurality of cameras 3 for waterproof treatment are arranged on the buoy 2, and lenses of the cameras 3 face the tower foundation 1 in the tidal range area so as to shoot images of the outer wall surface of the tower foundation 1 immersed in the tidal range area.
Through the arrangement, the buoy carries out corresponding lifting displacement in the tidal range area along with the rising and falling tide of the sea surface, so that the camera arranged on the buoy can carry out comprehensive shooting on the tower foundation in the tidal range area, and the aim of accurately acquiring corrosion detection information of the tower foundation in the tidal range area is fulfilled.
In this embodiment, the buoy 2 is annular, and the inside diameter of the annular buoy 2 is larger than the outer diameter of the tower foundation 1 in the tidal range area, so as to realize that the buoy 2 floats up and down along with the fluctuation of tidal water, and does not generate relative interference with the outer wall of the tower foundation 1 in the floating process.
In this embodiment, a plurality of cameras 3 are arranged on the annular buoy 2 at equal intervals, and lens axes of the cameras 3 extend along a plane parallel to the buoy 2, so as to collect multi-angle images of the outer wall surface of the tower foundation 1 in a tidal range area; preferably, the lens axes of the cameras 3 are in the same horizontal plane.
In this embodiment, the buoy 2 is provided with a plurality of mounting seats 4 disposed at equal intervals, the upper surface of each mounting seat 4 is a mounting plane, each mounting plane is in the same horizontal plane, and each mounting plane is correspondingly provided with a camera 3.
In this embodiment, be equipped with outside radial convex limit baffle 5 on the tower section of thick bamboo basis 1, limit baffle 5 sets up to the parallel and level with the highest department in tidal range district to stop buoy 2 by wave tide fluctuation to surpass tidal range district scope. Through setting up limit baffle in the tidal range district highest department of tower section of thick bamboo basis for float in the buoy of sea water surface can not wave along with the wave tide and wave to the wave splash zone, make the buoy be limited in the wave tide district by limit baffle, reach the tower section of thick bamboo foundation corrosion state that is in the wave tide district and carry out the purpose that corresponds the detection.
In this embodiment, the limit baffle 5 is a ring of ribs protruding from the outer wall surface of the tower foundation 1, and the outer diameter of the limit baffle 5 is greater than the inner diameter of the annular buoy 2, so as to limit the buoy 2 to float upwards to exceed the height of the limit baffle 5.
Preferably, in this embodiment, each camera 3 is spaced from the inner circumference of the buoy 2 by a certain distance, and the difference between the radius of the outer circumference of the limit baffle 5 and the radius of the inner circumference of the buoy 2 is smaller than the distance between the camera 3 and the inner circumference of the buoy 2, so as to prevent collision between the camera 3 and the limit baffle 5.
In this embodiment, the buoy 2 is further provided with an acceleration sensor 13 to monitor the sea wave in the area where the buoy 2 is located in real time, so as to obtain the motion state of the buoy 2, so as to control the camera 3 to correspondingly shoot the tower foundation 1 when the sea water surface is calm and the buoy is in a horizontal position, so as to accurately and comprehensively obtain the outer wall corrosion picture of the tower foundation 1 at the corresponding height.
In this embodiment, each camera 3 is integrated with a communication component 15, and the communication component is remotely and matchedly connected with a controller 14 installed in a tower of the wind driven generator, so as to collect image information collected by the camera 3 to the controller 14, and transmit a control instruction issued by the controller 14 to the camera 3.
As shown in fig. 4, in this embodiment, the controller 14 is connected with the acceleration sensor 13 provided on the buoy 2 in a matching manner via the communication component 15, so that the controller 14 obtains a detection signal of the acceleration sensor 13; the controller 14 analyzes and judges according to the obtained detection signals to obtain a proper shooting time node, and sends shooting instructions to the cameras 3 through the communication assembly 15 at the proper shooting time node, so that the cameras 3 shoot the tower foundation 1 in the tidal range area. Preferably, when the acceleration detection value of the acceleration sensor 13 set on the buoy 2 is 0, the controller 14 sends a shooting instruction to the camera 3 to acquire the corrosion picture information of the tower foundation 1 at the corresponding height.
Example two
As shown in fig. 1 and 3, in this embodiment, an on-line corrosion detection device for a splash zone of a single pile foundation of offshore wind power is described, a wind driven generator erected on the sea includes a tower foundation 1 extending from the sea bottom to the sea surface, and the vertical cylindrical tower foundation 1 sequentially passes through a sea mud zone, a full immersion zone, a tidal range zone and a splash zone of the sea from bottom to top until entering and exiting an atmosphere zone; the detection equipment comprises an annular platform 6 sleeved on the periphery of the tower foundation 1 in the splash zone, and the annular platform 6 is arranged on the tower foundation 1 through a lifting device; the annular platform 6 is provided with a plurality of waterproof cameras 3, and the lenses of the cameras 3 face the tower foundation 1 in the splash zone so as to shoot images on the outer wall surface of the tower foundation 1 in the splash zone in the process that the lifting device drives the annular platform 6 to move up and down.
Through the arrangement, the annular platform is driven by the lifting device to correspondingly lift and displace in the tide area, so that the camera arranged on the annular platform can comprehensively shoot the tower foundation in the tide area, and the purpose of accurately acquiring corrosion detection information of the tower foundation in the tide area is achieved.
In this embodiment, the lifting device includes a driving motor 10 mounted on the tower foundation 1, a rotating end of the driving motor 10 is connected with one end of a lifting rope 11, and the other end of the lifting rope 11 is fixedly connected with the annular platform 6; preferably, the plurality of driving motors 10 are respectively connected with the annular platform 6 through corresponding lifting ropes 11, and the connection parts of the end parts of the lifting ropes 11 and the annular platform 6 are uniformly distributed at equal intervals relative to the annular platform 6.
In this embodiment, the lifting device further includes a guide rail 7 vertically disposed along an outer wall of the tower foundation, and the annular platform 6 is provided with a corresponding groove for the guide rail 7 to pass through, so that the annular platform 6 is lifted axially along the guide rail 7, and the annular platform 6 is prevented from tilting; preferably, a plurality of vertically extending guide rails 7 are arranged on the outer wall of the tower foundation 1, the guide rails 7 are arranged at equal intervals relative to the axis of the tower foundation 1, and the upper end and the lower end of the guide rails 7 are respectively corresponding and flush with the top and the bottom of the splash zone.
In this embodiment, a groove is provided on the outer side of the guide rail 7, the groove extends along the axial direction of the guide rail 7, and the lifting rope 11 is buried in the groove provided on the guide rail 7. The lifting rope is buried in the groove correspondingly, so that the lifting rope is effectively prevented from being contacted with sputtered seawater, the lifting rope is effectively prevented from being corroded by the seawater, and the service life of the lifting device is obviously prolonged.
In the embodiment, the outer wall of the tower barrel foundation 1 is also provided with a storage and cleaning bin 8 which is arranged in a protruding manner and internally forms an annular chamber, the storage and cleaning bin 8 is arranged at the tower barrel foundation 1 at the top of the splash zone, and the storage and cleaning bin 8 is provided with an opening at the lower end so that the annular platform 6 can be lifted into the inner chamber for storage; the accommodating and cleaning bin 8 is also internally provided with a cleaning device 9 for cleaning the camera 3. In this embodiment, the cleaning device 9 may be any device capable of cleaning the camera 3 in the prior art, for example: ultrasonic cleaning probes, clear water sprayers, and the like.
Preferably, in this embodiment, the driving motor 10 is fixedly mounted on the top of the accommodating and cleaning bin 8 or fixedly connected with the tower foundation 1, and the lifting rope 11 passes through the accommodating and cleaning bin 8 and is fixedly connected with the annular platform 6.
In this embodiment, a distance sensor 12 for acquiring the relative distance between the annular platform 6 and the sea surface is attached to the annular platform 6. By additionally installing the distance sensor, the distance between the annular platform and the sea water surface is accurately measured, so that the condition that the annular platform is immersed into sea water is prevented, the service life of the camera is effectively prolonged, and the failure rate is reduced.
In this embodiment, a plurality of cameras 3 are arranged on the annular platform 6 at equal intervals, and lens axes of the cameras 3 extend along a plane parallel to the annular platform 6, so as to collect multi-angle images of the outer wall surface of the tower foundation 1 in the tidal range area; preferably, the lens axes of the cameras 3 are in the same horizontal plane. The top surface of the annular platform 6 is a horizontal plane, each camera 3 is mounted on the top surface of the annular platform 6, and the lenses of each camera 3 are positioned in the horizontal plane with the same height.
As shown in fig. 4, in this embodiment, each camera 3 is integrated with a communication component 15, and the communication component 15 is remotely and matingly connected with a controller 14 installed in a tower of the wind driven generator, so as to collect image information collected by the camera 3 to the controller 14, and transmit a control instruction issued by the controller 14 to the camera 3.
In this embodiment, the controller 14 is connected with the distance sensor 12 disposed on the annular platform in a matching manner via the communication component 15, so that the controller 14 obtains a detection signal of the distance sensor 12; the controller 14 analyzes and judges according to the obtained detection signal to obtain a time node when the annular platform 6 contacts the sea surface, and sends a descending stopping instruction to the driving motor 10 at the corresponding time node, so that the annular platform 6 falls to the sea surface height and then returns upwards to the storage and cleaning bin 8.
Preferably, when the distance sensor 12 detects that the annular platform 6 is in contact with the sea surface, the controller 14 transmits a lowering stop instruction to the driving motor 10, and the controller 14 transmits a photographing stop instruction to the camera 3.
In this embodiment, the specific detection process of the on-line detection device for corrosion of the splash zone of the offshore wind power single pile foundation is as follows:
s1, a controller receives an instruction for checking corrosion conditions of a splash zone;
s2, the controller sends a descending instruction to the driving motor, and the driving motor drives the lifting rope to work so as to enable the annular platform to descend;
s3, the controller sends shooting instructions to the cameras at set time nodes, and the cameras shoot and acquire images of the tower foundations of the splash zone at each height;
s4, when the distance sensor detects that the relative distance between the annular platform and the sea surface is 0, the controller sends a descending stopping instruction to the driving motor, and the driving motor drives the lifting rope to work so as to enable the annular platform to ascend; meanwhile, the controller does not send shooting instructions to the camera any more, and the camera stops working;
and S5, after the annular platform is lifted to the storage cleaning bin, the driving motor stops working.
Through the steps, the splash zone corrosion on the offshore wind power single pile foundation on-line detection equipment is utilized to carry out one-time full coverage shooting on the splash zone of the tower foundation, so that the tower foundation outer wall corrosion picture information corresponding to the full height of the splash zone is obtained.
Example III
As shown in fig. 4, this embodiment is based on the first and second embodiments, and further introduces a system for on-line detection of corrosion of a foundation of a single pile of offshore wind power, where a control server 16 of the entire offshore wind farm is disposed on the coast, each of the controllers 14 is respectively disposed in a tower of each of the wind turbines, and each of the controllers 14 is connected to the control server 16 via a communication cable, so that bidirectional data transmission can be performed between the controllers 14 and the control server 16, so that the corrosion signal of the foundation of the single pile of offshore wind power detected by the on-line detection device of corrosion of the foundation of the single pile of offshore wind power in the first embodiment and the corrosion signal of the foundation of the single pile of offshore wind power detected by the camera 3 in the on-line detection device of corrosion of the foundation of the single pile of offshore wind power in the second embodiment are transmitted to the controller 14 disposed in the tower through the communication assembly 15, and the controllers 14 disposed in each of the tower of wind turbines collect and sort information and then directly transmit the collected and sorted information to the control server 16 of the offshore wind turbine, and the controller 16 is further sorted by the controller 16 to learn the conditions of the foundation of the wind turbines of each of wind turbine.
What has been described above is merely a preferred embodiment of the present invention. It should be noted that modifications and variations can be made by those skilled in the art without departing from the principles of the present invention, which is also considered as being within the scope of the present invention.
Claims (4)
1. The on-line corrosion detection equipment for the tidal range zone of the offshore wind power single pile foundation comprises a tower foundation extending out of the sea surface from the sea bottom, wherein the vertical cylindrical tower foundation sequentially passes through a sea mud zone, a full immersion zone, a tidal range zone and a splash zone of the sea from bottom to top until entering and exiting an atmosphere zone; the method is characterized in that: the detection equipment comprises a buoy sleeved on the periphery of the tower foundation in the tidal range area, wherein a plurality of cameras subjected to waterproof treatment are arranged on the buoy, and the lenses of the cameras face the tower foundation in the tidal range area so as to shoot images of the outer wall surface of the tower foundation immersed in the tidal range area;
the buoy is annular, and the inner diameter of the annular buoy is larger than the outer peripheral diameter of the tower foundation in the tidal range area;
the annular buoy is provided with a plurality of cameras at equal intervals, and the axes of the cameras extend along a plane parallel to the buoy so as to acquire multi-angle images of the outer wall surface of the tower foundation in a tidal range area;
the lens axes of the cameras are positioned in the same horizontal plane;
the buoy is provided with a plurality of installation seats which are arranged at equal intervals and angles, the upper surface of each installation seat is an installation plane, each installation plane is positioned in the same horizontal plane, and each installation plane is correspondingly provided with a camera;
the tower is provided with a limiting baffle which protrudes outwards radially, and the limiting baffle is arranged at the highest position of the tidal range area in a flush way so as to prevent the buoy from being fluctuated by wave tide to exceed the range of the tidal range area;
the limiting baffle is a circle of blocking ribs protruding out of the outer wall surface of the tower foundation, and the outer diameter of the limiting baffle is larger than the inner diameter of the annular buoy so as to limit the buoy to float upwards to exceed the height of the limiting baffle;
the cameras are respectively spaced from the inner periphery of the buoy by a certain distance, and the difference between the radius of the outer periphery of the limiting baffle and the radius of the inner periphery of the buoy is smaller than the distance between the cameras and the inner periphery of the buoy so as to prevent collision between the cameras and the limiting baffle;
the buoy is also provided with an acceleration sensor so as to monitor sea waves in the area where the buoy is located in real time.
2. The on-line detection device for the tidal range area corrosion of the offshore wind power single pile foundation according to claim 1, wherein each camera is integrated with a communication assembly, and the communication assemblies are in remote matching connection with a controller installed in a tower of the wind driven generator, so that image information collected by the cameras is collected to the controller, and control instructions issued by the controller are transmitted to the cameras.
3. The on-line detection device for the tidal range area corrosion of the single pile foundation of the offshore wind power according to claim 2, wherein the controller is connected with an acceleration sensor arranged on the buoy in a matched manner through a communication assembly, so that the controller can acquire detection signals of the acceleration sensor; the controller analyzes and judges according to the obtained detection signals to obtain proper shooting time nodes, and sends shooting instructions to each camera through the communication assembly at the proper shooting time nodes, so that each camera shoots a tower foundation in a tidal range area.
4. An on-line detection device for corrosion of a single pile foundation tidal range area of offshore wind power according to claim 2 or 3, wherein a control server of the whole offshore wind power plant is arranged on the coast, controllers are respectively arranged in tower cylinders of all offshore wind turbines, and each controller is respectively connected with the control server through a communication cable so that bidirectional data transmission can be carried out between the controllers and the control server.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201711250303.9A CN109868847B (en) | 2017-12-01 | 2017-12-01 | Corrosion on-line detection equipment for tidal range area of offshore wind power single pile foundation |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201711250303.9A CN109868847B (en) | 2017-12-01 | 2017-12-01 | Corrosion on-line detection equipment for tidal range area of offshore wind power single pile foundation |
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| CN109868847A CN109868847A (en) | 2019-06-11 |
| CN109868847B true CN109868847B (en) | 2024-01-19 |
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| CN111624210B (en) * | 2020-07-07 | 2023-03-28 | 江苏华淼电子科技有限公司 | Marine wind turbine tower section of thick bamboo intertidal zone corrosion detection device |
| CN112249231B (en) * | 2020-10-20 | 2021-11-16 | 章伯平 | Remote control signal transmission buoy based on wave energy utilization |
| CN113670802A (en) * | 2021-07-16 | 2021-11-19 | 华能(浙江)能源开发有限公司清洁能源分公司 | Marine wind power foundation pile corrosion detection device |
| CN114482156B (en) * | 2022-03-23 | 2023-07-25 | 河南科平工程检测咨询有限公司 | Pile foundation bearing capacity short-term test equipment |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015445A (en) * | 2012-12-19 | 2013-04-03 | 江苏龙源振华海洋工程有限公司 | Transition-section-free single-pile foundation construction and fan equipment installation process for shallow sea area wind farm |
| CN103243743A (en) * | 2013-05-21 | 2013-08-14 | 福州大学 | Quantitative detection method of safe reliability of tower foundation of wind generator |
| CN104015885A (en) * | 2014-06-19 | 2014-09-03 | 中国水产科学研究院淡水渔业研究中心 | Ocean buoy |
| CN105201010A (en) * | 2015-09-30 | 2015-12-30 | 浙江大学 | Assembled inclined-pile foundation for offshore wind turbine |
| CN105672368A (en) * | 2016-02-17 | 2016-06-15 | 江苏海上龙源风力发电有限公司 | Coating antiseptic technology for wave-splashing tidal range region of marine wind-electricity multiple pipe pile steel structure foundation |
| CN106320336A (en) * | 2016-10-09 | 2017-01-11 | 宁波工程学院 | Corrosion prevention device for marine environment steel pipe pile tidal range part and using method of corrosion prevention device |
| CN207775953U (en) * | 2017-12-01 | 2018-08-28 | 大唐国信滨海海上风力发电有限公司 | Corrode online detection instrument in a kind of offshore wind farm single-pile foundation Tidal zone |
-
2017
- 2017-12-01 CN CN201711250303.9A patent/CN109868847B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015445A (en) * | 2012-12-19 | 2013-04-03 | 江苏龙源振华海洋工程有限公司 | Transition-section-free single-pile foundation construction and fan equipment installation process for shallow sea area wind farm |
| CN103243743A (en) * | 2013-05-21 | 2013-08-14 | 福州大学 | Quantitative detection method of safe reliability of tower foundation of wind generator |
| CN104015885A (en) * | 2014-06-19 | 2014-09-03 | 中国水产科学研究院淡水渔业研究中心 | Ocean buoy |
| CN105201010A (en) * | 2015-09-30 | 2015-12-30 | 浙江大学 | Assembled inclined-pile foundation for offshore wind turbine |
| CN105672368A (en) * | 2016-02-17 | 2016-06-15 | 江苏海上龙源风力发电有限公司 | Coating antiseptic technology for wave-splashing tidal range region of marine wind-electricity multiple pipe pile steel structure foundation |
| CN106320336A (en) * | 2016-10-09 | 2017-01-11 | 宁波工程学院 | Corrosion prevention device for marine environment steel pipe pile tidal range part and using method of corrosion prevention device |
| CN207775953U (en) * | 2017-12-01 | 2018-08-28 | 大唐国信滨海海上风力发电有限公司 | Corrode online detection instrument in a kind of offshore wind farm single-pile foundation Tidal zone |
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