CN117204383A - Single pile type fan foundation and net cage group combining device - Google Patents
Single pile type fan foundation and net cage group combining device Download PDFInfo
- Publication number
- CN117204383A CN117204383A CN202311131800.2A CN202311131800A CN117204383A CN 117204383 A CN117204383 A CN 117204383A CN 202311131800 A CN202311131800 A CN 202311131800A CN 117204383 A CN117204383 A CN 117204383A
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- net cage
- net
- pipe
- floating pipe
- foundation
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- 238000007667 floating Methods 0.000 claims description 59
- 210000004712 air sac Anatomy 0.000 claims description 4
- 238000011161 development Methods 0.000 abstract description 11
- 238000010248 power generation Methods 0.000 abstract description 6
- 230000004927 fusion Effects 0.000 abstract description 2
- 238000009372 pisciculture Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 11
- 238000004891 communication Methods 0.000 description 9
- 230000005484 gravity Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000009360 aquaculture Methods 0.000 description 2
- 244000144974 aquaculture Species 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000009364 mariculture Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 241000251511 Holothuroidea Species 0.000 description 1
- 241000237502 Ostreidae Species 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 235000020636 oyster Nutrition 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 235000014102 seafood Nutrition 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/727—Offshore wind turbines
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P60/00—Technologies relating to agriculture, livestock or agroalimentary industries
- Y02P60/60—Fishing; Aquaculture; Aquafarming
Landscapes
- Farming Of Fish And Shellfish (AREA)
Abstract
The invention provides a device for combining a single pile type fan foundation with a net cage group, which comprises the net cage group and an offshore fan foundation; the net cage group comprises four independent net cages arranged around the offshore wind turbine foundation; the independent net cage is connected with the offshore wind turbine foundation through anchor ropes; two adjacent independent net cages are connected through an anchor chain; the independent net box comprises a net box frame, a net and an airbag device. The invention realizes the 'offshore power generation and fish farming under the sea', the 'cross-boundary' cooperation between the offshore wind power and the marine pasture is successfully realized, and the three-dimensional development of the sea area space can help to save the sea cost. The fusion development project can intensively use limited ocean space, comprehensively develop ocean fishery resources and also can help the sustainable development of the two.
Description
Technical Field
The invention relates to the technical field of ocean engineering and aquaculture engineering, in particular to a device for combining a single pile type fan foundation with a net cage group.
Background
The coastline of China is long and wide, and the ocean resources are rich. The people take food as the day, and with the increasing living standard of people, the production quantity of marine aquatic products can not meet the current demand of people. The cultivation scale of a single net cage is small, and the current required large-scale cultivation of the marine pasture cannot be effectively achieved. Therefore, marine product cultivation by using the net cage group has become a main mode of artificial pasture cultivation, but in recent years, due to rapid development of offshore net cage cultivation, some defects of offshore cultivation are gradually exposed, and due to the fact that the density of the net cages is increased, the trend of the net cage group type marine pasture to deep open sea has become great. The main problem faced by deep sea cage group culture is that the structure of the cage group is damaged due to overlarge wind waves. Most fish grow in the sun and air, so the net cage sometimes floats on the sea surface; however, when typhoons come, the net cage needs to sink again to avoid damage to seafood and its own structure. In addition, benthic sealiving things such as sea cucumbers and oysters need to be cultivated near the seabed.
In recent years, the development of offshore wind power generation has been rapid. In 2021, the new installed capacity of the global offshore wind power is 21.1 gigawatts, the same ratio is increased by two times, the specific gravity of the new installed capacity of the global offshore wind power reaches 22.5%, and the maximum increase of the history is created. By the end of 2021, the global offshore wind power accumulated installed capacity reaches 57 gigawatts, the same ratio is increased by 58%, and the ratio of the offshore wind power in the global wind power total installed is increased to 7%. The development of offshore wind power is not only beneficial to low-carbon transformation of energy sources, but also can strengthen the energy source supply safety. With the progress of technology, offshore wind power generation breaks through in water depth and offshore distance, and site selection has been developed to open sea deep sea. At present, the foundation forms of the offshore wind turbine comprise a single pile type, a gravity type, a suction type and a conduit frame. Compared with other types, the single pile type pile has the advantages of simple structure, quick construction and relatively low manufacturing cost. Currently, the sea area of the offshore wind power plant is only used for offshore wind power generation, and along with the gradual development of ocean resources in recent years, the efficient utilization of the ocean resources has become great trend, and the ideal sea area is only used for single purpose of offshore wind power generation and is unfortunately; for the net cage for mariculture, the influence of stormy waves often causes the trouble that the position of the net cage is moved, so that the development of the mariculture industry is limited. The device combining the single pile type fan foundation and the net cage group is developed, and has great potential and practical application value.
Disclosure of Invention
According to the technical problems, a device for combining a single pile type fan foundation and a net cage group is provided.
The invention adopts the following technical means:
a single pile type fan foundation and net cage group combined device comprises a net cage group and an offshore fan foundation;
the net cage group comprises four independent net cages arranged around the offshore wind turbine foundation; the independent net cage is connected with the offshore wind turbine foundation through anchor ropes; two adjacent independent net cages are connected through an anchor chain;
the independent net box comprises a net box frame, a net and an airbag device; the netting is arranged on the surface of the net cage frame, and the air bag device is arranged at the bottom of the net cage frame; the air sac device comprises an air sac, a communicating conduit and a valve; the air bag wraps the bottom of the net cage frame, and the periphery of the air bag bulges upwards; the two adjacent air bags are communicated through the communicating guide pipe, and the valve is arranged on the communicating guide pipe.
Preferably, the bottom of the offshore wind turbine foundation is fixed on the seabed, and a wind turbine tower cylinder is fixed on the top of the offshore wind turbine foundation and is used for connecting a wind turbine main machine and blades.
Preferably, the cage frame comprises a plurality of vertically arranged counterweight columns and a plurality of horizontally arranged floating pipes.
Preferably, the floating pipes are divided into four groups, each group of the floating pipes is in rectangular arrangement, and the four groups of the floating pipes are respectively a bottom floating pipe, a middle floating pipe, a top floating pipe and a pedal floating pipe; each group of floating pipes can be sequentially fixed and spliced into a rectangle by adopting four independent floating pipes. The number of the counterweight upright posts is 8, four of the counterweight upright posts are respectively positioned at four corners of the bottom floating pipe, the other four counterweight upright posts are respectively positioned at the middle points of the sides of the bottom floating pipe, the bottom of the counterweight upright posts is fixedly connected with the bottom floating pipe, the middle part of the counterweight upright posts is fixedly connected with the middle floating pipe, and the top of the counterweight upright posts is fixedly connected with the top floating pipe; the pedal floating pipe is positioned at the outer side of the top floating pipe and is fixedly connected with the top floating pipe through a pedal.
Preferably, the cage frame further comprises a tread structure comprising a handrail riser, a handrail pipe, the tread float pipe and the tread; the handrail pipe is rectangular and arranged above the top floating pipe and is fixedly connected with the top floating pipe through a plurality of handrail risers.
Preferably, the counterweight upright comprises a pipe body and concrete positioned in the pipe body.
Preferably, two adjacent air bags are communicated through two communication pipes, and each communication pipe is provided with a valve.
Compared with the prior art, the invention has the following advantages:
1. the lifting process of the net cage group is simple to operate. The inflation and the deflation of the air bag can be realized only by connecting the external guide pipe with the valve arranged on the communication guide pipe and opening the valve before the lifting process starts each time, thereby realizing the free lifting of the net cage group.
2. The lifting process of the net cage group is stable. The product design has 8 valves, 8 UNICOM pipes, and four net cages are evenly connected, and 8 valves of the gas filling and exhausting process open and close simultaneously, and this kind of evenly distributed fills the volume that the gas exhausting can make whole gasbag device steadily expand and shrink simultaneously to realize the steady lift of net cage group.
3. The lifting process of the net cage group does not affect the activity of the marine products. Compared with the traditional gravity type net cage group, the air bag inflating and exhausting process is quiet and natural, and sound waves can not be generated in water, so that the lifting of the net cage device has less influence on the normal growth of marine products.
4. The net cage group is connected to the fan foundation through the connecting anchor rope, so that the net cage group cannot relatively translate in the lifting process, the marine power generation and fish farming under the sea are realized, the marine wind power and the marine pasture successfully realize the cross-boundary cooperation, and the three-dimensional development of the sea area space can help to save the sea cost. The fusion development project can intensively use limited ocean space, comprehensively develop ocean fishery resources and also can help the sustainable development of the two.
For the reasons, the invention can be widely popularized in the fields of ocean engineering, aquaculture engineering and the like.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a device combining a single pile fan foundation and a net cage group according to an embodiment of the present invention.
Fig. 2 is an enlarged view of a portion a in fig. 1.
Fig. 3 is an enlarged view of a portion B in fig. 1.
Fig. 4 is an enlarged view of a portion C in fig. 1.
In the figure: 1. an offshore wind turbine foundation; 11. a fan tower; 2. an anchor chain; 3. an independent cage; 31. a handrail tube; 32. a handrail vertical pipe; 33. a pedal; 34. a netting; 35. a counterweight upright; a 36 balloon; 37. a floating pipe; 4. a communication conduit; 41. a valve; 5. an anchor line.
Detailed Description
It should be noted that, without conflict, the embodiments of the present invention and features of the embodiments may be combined with each other. The invention will be described in detail below with reference to the drawings in connection with embodiments.
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are only some embodiments of the present invention, not all embodiments. The following description of at least one exemplary embodiment is merely exemplary in nature and is in no way intended to limit the invention, its application, or uses. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of exemplary embodiments according to the present invention. As used herein, the singular is also intended to include the plural unless the context clearly indicates otherwise, and furthermore, it is to be understood that the terms "comprises" and/or "comprising" when used in this specification are taken to specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof.
The relative arrangement of the components and steps, numerical expressions and numerical values set forth in these embodiments do not limit the scope of the present invention unless it is specifically stated otherwise. Meanwhile, it should be clear that the dimensions of the respective parts shown in the drawings are not drawn in actual scale for convenience of description. Techniques, methods, and apparatus known to one of ordinary skill in the relevant art may not be discussed in detail, but are intended to be part of the specification where appropriate. In all examples shown and discussed herein, any specific values should be construed as merely illustrative, and not a limitation. Thus, other examples of the exemplary embodiments may have different values. It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further discussion thereof is necessary in subsequent figures.
In the description of the present invention, it should be understood that the azimuth or positional relationships indicated by the azimuth terms such as "front, rear, upper, lower, left, right", "lateral, vertical, horizontal", and "top, bottom", etc., are generally based on the azimuth or positional relationships shown in the drawings, merely to facilitate description of the present invention and simplify the description, and these azimuth terms do not indicate and imply that the apparatus or elements referred to must have a specific azimuth or be constructed and operated in a specific azimuth, and thus should not be construed as limiting the scope of protection of the present invention: the orientation word "inner and outer" refers to inner and outer relative to the contour of the respective component itself.
Spatially relative terms, such as "above … …," "above … …," "upper surface at … …," "above," and the like, may be used herein for ease of description to describe one device or feature's spatial location relative to another device or feature as illustrated in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations in use or operation in addition to the orientation depicted in the figures. For example, if the device in the figures is turned over, elements described as "above" or "over" other devices or structures would then be oriented "below" or "beneath" the other devices or structures. Thus, the exemplary term "above … …" may include both orientations of "above … …" and "below … …". The device may also be positioned in other different ways (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
In addition, the terms "first", "second", etc. are used to define the components, and are only for convenience of distinguishing the corresponding components, and the terms have no special meaning unless otherwise stated, and therefore should not be construed as limiting the scope of the present invention.
As shown in fig. 1 to 4, a single pile type fan foundation and net cage group combined device comprises a net cage group and an offshore fan foundation 1;
the net cage group comprises four independent net cages 3 arranged around the offshore wind turbine foundation 1; the independent net cage is connected with the offshore wind turbine foundation 1 through the anchor rope 5, when the net cage group floats, the anchor rope 5 can act as the anchor rope of the net cage, and when the net cage is at the bottom, the offshore wind turbine foundation 1 and the anchor rope 5 can fix the net cage group without displacement on the sea bottom, so that the position of the net cage group is better ensured to be unchanged. The two adjacent independent net boxes are connected through an anchor chain 2; the offshore wind turbine foundation 1 is thicker in diameter, the bottom of the offshore wind turbine foundation is fixed on a seabed, the top of the offshore wind turbine foundation is fixed with a wind turbine tower 11 with thinner diameter, and the wind turbine tower is used for connecting a wind turbine main machine and blades.
The independent net cage 3 comprises a net cage frame, a net 34 and an airbag device; the netting 34 is arranged on the surface of the net cage frame, the netting 34 is made of polyethylene material, and the air bag device is arranged at the bottom of the net cage frame;
the cage frame comprises a floating pipe 37 and a counterweight upright 35; the floating pipe 37 and the counterweight upright post 35 are made of HDPE pipe materials, and the pipe body of the counterweight upright post is internally provided with concrete for counterweight. The floating pipes 37 are divided into four groups, each group of floating pipes 37 is arranged in a rectangular shape, and the four groups of floating pipes 37 are respectively a bottom floating pipe, a middle floating pipe, a top floating pipe and a pedal floating pipe; each group of floating pipes 37 can be sequentially fixed and spliced into a rectangle by adopting four independent floating pipes. The number of the counterweight upright posts 35 is 8, four of the counterweight upright posts are respectively positioned at four corners of the bottom floating pipe, the other four counterweight upright posts are respectively positioned at the midpoints of the sides of the bottom floating pipe, the bottom of the counterweight upright posts 35 is fixedly connected with the bottom floating pipe, the middle part of the counterweight upright posts is fixedly connected with the middle floating pipe, and the top of the counterweight upright posts is fixedly connected with the top floating pipe; the pedal float tube is located outside the top float tube and is fixedly connected with the top float tube through a pedal 33. The net cage frame also comprises a pedal structure which is a working area for workers, and can stand on to catch aquatic products and maintain the net cage structure. The step structure comprises a handrail vertical pipe 32, a handrail pipe 31, the step floating pipe and a step 33; the handrail pipes 31 are arranged above the top floating pipes in a rectangular arrangement, and are fixedly connected with the top floating pipes through a plurality of handrail risers 32.
The balloon apparatus comprises a balloon 36, a communication conduit 4 and a valve 41; the air bag 36 wraps the bottom of the cage frame and bulges upwards around the bottom; two adjacent air bags 36 are communicated through two communication pipes 42, and each communication pipe 4 is provided with a valve 41.
The operation steps of the net cage group floating process are as follows:
step one, the diver carries the external conduit to the position of the net cage group, and the external conduit is connected to the valve 42;
step two, the valve 42 is opened, the four air bags 36 of the net cage group are uniformly inflated through the communicating conduit 41, and the buoyancy born by the net cage group is increased and slowly floats along with the uniform expansion of the volume of the air bags 36;
and thirdly, closing the inflation facility after the air bag is inflated, and floating the net cage group to the sea surface.
The operation steps of the sinking process of the net cage group are as follows:
step one, connecting an external conduit to a valve 42 positioned on a communication conduit 41, and opening the valve;
and secondly, slowly discharging the gas in the air bag 36 by the communication conduit 41 by utilizing the pressure of the water body, and slowly sinking the net cage group until the gas is exhausted.
And thirdly, closing a valve by a diver, disconnecting the inflation facility, and stably sinking the net cage group to the seabed.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present invention, and not for limiting the same; although the invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the invention.
Claims (7)
1. The device for combining the single pile type fan foundation with the net cage group is characterized by comprising the net cage group and an offshore fan foundation;
the net cage group comprises four independent net cages arranged around the offshore wind turbine foundation; the independent net cage is connected with the offshore wind turbine foundation through anchor ropes; two adjacent independent net cages are connected through an anchor chain;
the independent net box comprises a net box frame, a net and an airbag device; the netting is arranged on the surface of the net cage frame, and the air bag device is arranged at the bottom of the net cage frame; the air sac device comprises an air sac, a communicating conduit and a valve; the air bag wraps the bottom of the net cage frame, and the periphery of the air bag bulges upwards; the two adjacent air bags are communicated through the communicating guide pipe, and the valve is arranged on the communicating guide pipe.
2. The combination of a single pile fan foundation and net cage assembly of claim 1, wherein the bottom of the offshore wind turbine foundation is fixed to the seabed and the top is fixed with a fan tower for connecting the main fan unit and the blades.
3. The combination mono-pile fan foundation and net cage assembly set forth in claim 1 wherein said net cage frame comprises a plurality of vertically disposed counter weight posts and a plurality of horizontally disposed float tubes.
4. A single pile fan foundation and net cage group combined device according to claim 3, wherein the floating pipes are divided into four groups, each group of the floating pipes is rectangular, and the four groups of the floating pipes are respectively a bottom floating pipe, a middle floating pipe, a top floating pipe and a pedal floating pipe; the number of the counterweight upright posts is 8, four of the counterweight upright posts are respectively positioned at four corners of the bottom floating pipe, the other four counterweight upright posts are respectively positioned at the middle points of the sides of the bottom floating pipe, the bottom of the counterweight upright posts is fixedly connected with the bottom floating pipe, the middle part of the counterweight upright posts is fixedly connected with the middle floating pipe, and the top of the counterweight upright posts is fixedly connected with the top floating pipe; the pedal floating pipe is positioned at the outer side of the top floating pipe and is fixedly connected with the top floating pipe through a pedal.
5. The combination mono-pile fan foundation and net cage assembly of claim 4, wherein said net cage frame further comprises a step structure comprising a handrail riser, a handrail tube, said step float, and said step; the handrail pipe is rectangular and arranged above the top floating pipe and is fixedly connected with the top floating pipe through a plurality of handrail risers.
6. A single pile fan foundation and net cage assembly as set forth in claim 3 wherein said weighted upright comprises a tubular body and concrete within said tubular body.
7. The device for combining a single pile type fan foundation and a net cage group according to claim 1, wherein two adjacent air bags are communicated through two communicating pipes, and each communicating pipe is provided with a valve.
Priority Applications (1)
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CN202311131800.2A CN117204383A (en) | 2023-09-04 | 2023-09-04 | Single pile type fan foundation and net cage group combining device |
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CN202311131800.2A CN117204383A (en) | 2023-09-04 | 2023-09-04 | Single pile type fan foundation and net cage group combining device |
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CN117204383A true CN117204383A (en) | 2023-12-12 |
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CN202311131800.2A Pending CN117204383A (en) | 2023-09-04 | 2023-09-04 | Single pile type fan foundation and net cage group combining device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN118120681A (en) * | 2024-05-08 | 2024-06-04 | 中山大学 | Liftable gravity type net cage |
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2023
- 2023-09-04 CN CN202311131800.2A patent/CN117204383A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN118120681A (en) * | 2024-05-08 | 2024-06-04 | 中山大学 | Liftable gravity type net cage |
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