CN114051961A - Large-scale deep and open sea fixed type anti-wave breeding platform - Google Patents
Large-scale deep and open sea fixed type anti-wave breeding platform Download PDFInfo
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- CN114051961A CN114051961A CN202111324407.6A CN202111324407A CN114051961A CN 114051961 A CN114051961 A CN 114051961A CN 202111324407 A CN202111324407 A CN 202111324407A CN 114051961 A CN114051961 A CN 114051961A
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- 238000009395 breeding Methods 0.000 title description 2
- 230000001488 breeding effect Effects 0.000 title description 2
- 229910000831 Steel Inorganic materials 0.000 claims description 60
- 239000010959 steel Substances 0.000 claims description 60
- 238000009360 aquaculture Methods 0.000 claims description 5
- 244000144974 aquaculture Species 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 10
- 241000251468 Actinopterygii Species 0.000 description 9
- 230000005012 migration Effects 0.000 description 5
- 238000013508 migration Methods 0.000 description 5
- 229920001971 elastomer Polymers 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000013535 sea water Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000029142 excretion Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 238000009941 weaving Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; AVICULTURE; APICULTURE; PISCICULTURE; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K61/00—Culture of aquatic animals
- A01K61/60—Floating cultivation devices, e.g. rafts or floating fish-farms
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; AVICULTURE; APICULTURE; PISCICULTURE; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K61/00—Culture of aquatic animals
-
- 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
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- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Marine Sciences & Fisheries (AREA)
- Zoology (AREA)
- Animal Husbandry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Revetment (AREA)
Abstract
The invention discloses a large-scale deep and open sea fixed type wind wave resistant culture platform, which relates to the field of marine culture and comprises an external frame erected on the sea; the external frame comprises a vertical tube structure, a top horizontal tube structure, a middle horizontal tube structure and a bottom horizontal tube structure; the through holes at the lower part of the external frame are sealed by a lower part fixing net; a liftable net is arranged above the middle horizontal pipe structure and comprises a top horizontal net and four lateral nets; the four lateral nettings are connected to the vertical pipe structure in a sliding manner; the telescopic netting is used for covering a connecting gap between the lateral netting and the top horizontal netting at the position of the vertical pipe structure; in the non-wind wave mode, the liftable netting is lifted to the highest point and is positioned below the top horizontal pipe structure; under the stormy wave mode, the liftable netting descends to the lowest point and is located near the upper part of the bottom horizontal pipe structure. The invention improves the culture space utilization rate of the offshore culture platform and can effectively resist wind waves.
Description
Technical Field
The invention relates to the field of marine culture, in particular to a large-scale deep and open sea fixed type wind wave resistant culture platform.
Background
Traditional farms generally place a plurality of small-volume net cages in quiet shallow water near the coast, where the storm conditions are mild and the farms are generally not threatened by extreme storms, typhoons and the like. However, the disadvantages of shallow water culture near the bank are also highlighted, such as: the mobility of the seawater is poor, and the excretion of the cultured fishes is easier to deposit; the area available for offshore culture is limited, and offshore culture is increasingly saturated.
The advantages of marine culture in the deep and far sea and near sea and shallow water culture are that a wider culture area is provided; the seawater has high fluidity under the action of ocean current, and is rich in natural food for cultivating fish; the larger water depth improves the effective culture water space of the unit water surface. The disadvantages are that the deep and far sea is generally an open sea area, the storm condition is severe, the culture net cage and the platform structure need to resist the extreme storm effect caused by storms, typhoons and the like, and the platform cost is obviously increased.
The existing aquaculture net cages are generally small in single volume, and large-scale aquaculture is usually formed by concentrated installation of a plurality of small net cages. The small net cage group mode has limited effect on reducing the engineering cost of the unit culture water body, and the whole economy is general.
The existing wind and wave resistant culture platform is characterized in that the net cage is used as an independent frame and integrally moves up and down with the platform through a lifting platform or an auxiliary equipment mechanism, the culture platform is redundant in structure, the structural redundancy is obvious along with the increase of the volume of a single net cage, and the economy of large-scale platform is poor.
The existing wind wave-resistant culture platform avoids wind waves through temporary migration, repeated pile plugging and unplugging can be caused to the large culture platform through temporary migration, on one hand, the equipment cost for realizing the pile plugging and unplugging function of the culture platform is additionally generated, and on the other hand, the actual operation cost for using a supporting tug wheel and the like required by the temporary migration is additionally generated.
Disclosure of Invention
The invention aims to solve the technical problem of providing a large-scale deep and open sea fixed type wind wave resistant culture platform to solve the problems in the background technology.
In order to achieve the purpose, the invention adopts the following technical scheme:
a large-scale deep and open sea fixed type wind and wave resistant culture platform comprises an external frame in a hollow cuboid shape, wherein the external frame is supported and arranged above a seabed through a sitting bottom connecting structure;
the external frame comprises a vertical pipe structure consisting of a plurality of vertical pipes, a top horizontal pipe structure consisting of a plurality of top horizontal pipes is arranged at the top of the vertical pipe structure, a middle horizontal pipe structure consisting of a plurality of middle horizontal pipes is arranged in the middle of the vertical pipe structure, and a bottom horizontal pipe structure consisting of a plurality of bottom horizontal pipes is arranged at the bottom of the vertical pipe structure;
the outer frame is fixedly provided with a lower fixing net below the middle horizontal pipe structure, and the through holes of the outer frame are sealed by the lower fixing net;
a liftable netting is arranged above the middle horizontal pipe structure, is in a cover plate form and comprises a top horizontal netting and four lateral nettings which are vertically connected below four side edges of the top horizontal netting respectively; the four lateral nettings are connected to the vertical pipe structure in a sliding manner;
the top of the vertical pipe structure is also fixedly provided with a telescopic netting which extends downwards to the middle horizontal pipe structure along the vertical pipe structure, and the telescopic netting is used for covering a connecting gap of the lateral netting and the top horizontal netting at the position of the vertical pipe structure;
in the non-wind wave mode, the liftable netting is lifted to the highest point and is positioned below the top horizontal pipe structure;
under the stormy wave mode, the liftable netting descends to the lowest point and is located near the upper part of the bottom horizontal pipe structure.
The vertical pipe structure comprises 8 vertical pipes which are respectively positioned at four vertical edges of the external frame and at the middle position of two adjacent vertical edges.
The top horizontal tube structure comprises 6 top horizontal tubes which are respectively positioned at four edges of the top surface of the external frame and two symmetrical axes of the top surface of the external frame.
The bottom horizontal tube structure comprises 6 bottom horizontal tubes which are respectively positioned at four edges of the bottom surface of the external frame and two symmetrical axes of the bottom surface of the external frame.
The vertical pipe structure department is connected with vertical guide rail, sets up vertical long banding spacing recess in the guide rail, and the spacing slider that is provided with in the spacing recess, slider connect in side direction netting.
The top of scalable netting welds in vertical tubular construction, and the side of scalable netting is fixed in vertical steel cable, and vertical steel cable is fixed in the side of guide rail.
The bottom end of the vertical steel cable at least extends to the middle horizontal pipe structure.
And a locking structure for locking the sliding block is further arranged on the vertical pipe structure.
Under the simple circumstances, can set up inside external frame with whole liftable netting to reciprocate inside external frame, lie in the fixed netting of lower part inboard during the removal, thereby can not receive the hindrance.
Besides, the following steps can be also set: the top horizontal netting is symmetrically divided into four top separation nettings which can independently move by two symmetrical axes on the top surface of the external frame; each lateral net is divided into two side-surface separation nets by a vertical symmetrical axis which is arranged between two vertical edges outside the lateral net; wherein, every top is separated the etting and is connected and separate the etting and form an independent body in two sides, and through such setting, the guide rail can set up in the external frame outside, but the liftable etting also can set up in the external frame outside, the operation of convenient removal.
When the wind waves are small, the liftable netting can be pushed to the top end like a box, and the fish in the culture platform can move in a larger space.
When wind waves come, the liftable netting is pushed to the bottom end like a box, and at the moment, the fish in the culture platform is located below the sea surface and is not easy to be impacted by the wind waves.
Most of the time, the wind wave is small, so the living environment of the fishes is large. In the traditional technical field, a culture platform is often adopted, wherein a net cage area which is half as large as a space surrounded by an external frame is arranged in the external frame for culture, and then the net cage is moved downwards to avoid storms. It can be seen that most of the culture space of the present invention occupies the whole frame for the same volume of the outer frame, while the traditional technique only occupies half.
The advantages of the invention over the prior art are therefore:
1) a single culture platform can realize large culture water bodies, and the economy of large-scale culture is better.
2) The netting realizes lifting and sheltering from storm loads caused by extreme storms, reduces the manufacturing cost of a platform generated by an additional net cage frame structure, and does not need temporary migration to shelter from storm related platform function equipment cost and migration operation cost.
3) The bottom netting is fixed, has small deformation, and can reduce the damage to the cultured fishes to a greater extent in extreme sea wave weather.
4) The net with the liftable upper part can be designed to be of a cross net rope type, so that the deformation of the net can be reduced, and the increase of the water volume in a normal culture state is facilitated.
Drawings
FIG. 1 is a side view of a fixed storm-resistant culture platform in deep open sea according to an embodiment of the invention.
FIG. 2 is a top plan view of the deep and open sea fixed type wind wave resistant cultivation platform according to the embodiment of the invention.
FIG. 3 is a horizontal cross-sectional view of an intermediate layer of the deep and open sea fixed type wind wave resistant culture platform in the embodiment of the invention.
FIG. 4 is a bottom horizontal cross-sectional view of the deep open sea fixed type wind wave resistant cultivation platform according to the embodiment of the invention.
FIGS. 5-7 are partial schematic views of the connection between the netting of the deep open sea fixed wind wave resistant culture platform and the main frame according to the embodiment of the invention.
FIG. 8 is a partial schematic view of a side netting vertical slide rail of the deep and open sea fixed type wind wave resistant culture platform according to the embodiment of the invention.
FIG. 9 is a partial schematic view of the top end of the adjacent vertical slide rail of the deep and open sea fixed type wind wave resistant cultivation platform according to the embodiment of the invention.
FIG. 10 is a schematic view of a bottom fixed netting of a deep and open sea fixed type wind wave resistant culture platform according to an embodiment of the invention.
FIG. 11 is a schematic view of a side fixed netting of a deep and open sea fixed type wind wave resistant culture platform according to an embodiment of the invention.
FIG. 12 is a schematic view of a side liftable netting of a deep and open sea fixed type wind wave resistant culture platform according to an embodiment of the invention.
FIG. 13 is a schematic view of a top horizontal netting of a deep open sea fixed wind wave resistant culture platform according to an embodiment of the invention.
Fig. 14 is a schematic diagram of lifting of a side-lifting netting of a deep and open sea fixed type wind wave resistant culture platform according to an embodiment of the invention.
In the figure:
1. the steel mesh steel structure comprises a vertical pipe structure, 2, a top horizontal pipe structure, 3, a bottom horizontal pipe structure, 4, a middle horizontal double-row pipe structure, 5, a sitting bottom connecting structure, 6, a functional shielding place, 7, a first mesh clothes, 8, a second mesh clothes, 9, a third mesh clothes, 10, a fourth mesh clothes, 11, a fifth mesh clothes, 12, a first steel mesh steel, 13, a first steel cable, 14, a first eye plate, 15, a second steel mesh steel, 16, a second eye plate, 17, a rubber layer, 18, a third steel mesh steel, 19, a fourth steel mesh steel, 20, a pipe structure, 21, a second steel cable, 22, a block-shaped connecting structure, 23, a vertical slide way, 24, a fifth steel mesh steel, 25, a sixth steel mesh steel, 26, a third eye plate, 27, a seventh steel mesh steel, 28, an eighth steel mesh steel, 29 and a ninth steel mesh steel.
Detailed Description
The following describes embodiments of the present invention with reference to the drawings.
As shown in fig. 1 to 14, the present invention relates to a fixed storm-resistant net cage platform structure in deep open sea, which is divided into a platform main body frame, a bottom-seat connecting structure, a netting system, a netting-platform frame connecting member and a netting lifting system.
The platform main body frame comprises a vertical pipe structure 1, a top horizontal pipe structure 2, a bottom horizontal pipe structure 3 and a middle horizontal double-row pipe structure 4. The average draught of the platform operation is 30 meters, the maximum wave height is 10 meters, and the height of the middle horizontal double-row pipe structure 4 is 22 meters from the sea bottom according to the maximum wave height and the water depth of sea waves in the culture sea area. The bottom of the platform main body frame is provided with a bottom-sitting connecting structure 5, and the platform can be directly used as a pile shoe type structure to sit at the bottom or can be fixed on the seabed by pile groups externally hung with a plurality of pile legs of the bottom-sitting structure according to seabed geological conditions, marine environmental conditions and the scale of cage culture of the platform; the angular points of the top of the frame corresponding to the sitting bottom structure can be provided with functional shielding places 6 such as a living building and the like to expand the platform function.
The platform netting system comprises a first netting 7 and a second netting 8 which are fixed on the lower portions, covered on the lower side face and the bottom of a middle-layer frame of the platform respectively, a third netting 9 capable of ascending and descending, arranged on the upper side face of the middle-layer frame of the platform, a fourth netting 10 arranged on the horizontal plane of the top of the middle-layer frame of the platform, and a telescopic fifth netting 11 which is locally connected with the lifting netting on each side face and the horizontal netting on the top of the middle-layer frame of the platform.
The connecting component of the netting and the platform frame comprises a first eye plate 14 which is distributed on the bottom horizontal pipe structure 3 on the frame structure, a second eye plate 16 and a buffer rubber layer 17 on the middle horizontal double-row pipe structure 4, a third eye plate 26 on the top horizontal pipe structure 2, a first steel cable 13 of steel or polyester fiber ropes for binding, and a vertical slide 23 on the vertical pipe structure 1.
The bottom edge of the first net 7 fixed on the lower portion of the side face of the platform is in common with the bottom horizontal second net 8, a first steel mesh line 12 is arranged, and the mesh line in the common edge is fixed on a first mesh plate 14 for connecting the net and the platform through a first steel cable 13, so that the bottom horizontal second net 8 is fixed on the horizontal pipe structure 3 at the bottom of the platform frame. The second steel mesh line 15 arranged on the top edge of the first net 7 fixed on the lower part of the side surface of the platform penetrates through a series of nets distributed circumferentially on the middle-layer horizontal frame and is connected with a platform through a second eye plate 16, so that the first net 7 fixed on the side surface is fixed on the platform frame. In order to control the gap between the second steel mesh 15 and the middle layer frame of the platform not to be larger than the mesh size of the netting, on one hand, the quantity of the second mesh plates 16 for fixing the netting is increased, and the maximum distance between the free edge of the opening and the surface of the frame is reduced as much as possible, and on the other hand, a circle of rubber layer 17 is laid on the horizontal frame along the second steel mesh 15 below the second mesh plates 16. The first net clothes 7 are fixed on the side faces, third steel net ropes 18 which are criss-cross are distributed in the first net clothes 7, the net clothes are attached to the net ropes, fourth steel net ropes 19 which are criss-cross are distributed in the second net clothes 8 at the bottom, and the net clothes are attached to the net ropes to form the integral fixed net clothes.
The top and the bottom of the third netting 9 with the liftable upper layer on the side surface of the platform are pipe structures 20 with outer layers wrapping rubber buffering centers as steel cables, and the steel cables are exposed out of the end parts of the two ends of the pipe structures 20. The vertical two sides of the third netting 9 are steel cables 21, the steel cables are connected in series with a series of block-shaped connecting structures 22 to be connected with the horizontal net ropes including the top and bottom two sides, the steel cables 21 on the vertical two sides are arranged in vertical slideways 23 on the vertical frame structure 1, and the length of the vertical slideways 23 below the middle-layer horizontal frame 4 is slightly longer than that of the middle-layer horizontal frame 4, so that the slideways can provide a guiding effect for the normal lifting of the lifting netting 9. Criss-cross net ropes 26 are arranged in a frame formed by the vertical steel cables 21 and the horizontal pipe structures 20, net clothes are attached to the net ropes, and the side face liftable net clothes are formed by the net clothes 26.
The peripheral boundaries of the horizontal fourth netting 10 on the top of the platform are respectively a seventh steel net 27 and an eighth steel net 28 between the vertical slide rails, and the seventh steel net and the third netting 9 are arranged on the same side with the side surface capable of lifting. The netting is attached to the internal criss-cross ninth steel mesh 29. The seventh steel net 27 and the liftable net are connected through a temporary weaving mode, so that the seventh steel net is connected with the third net 9 with the liftable side surface, the seventh steel net is used as a jumping net to prevent birds from attacking cultured fishes in a normal culture state, and the third net 9 with the liftable side surface is placed together under a storm working condition to be used as a part for preventing the cultured fishes from escaping. Meanwhile, the fourth netting 10 with the horizontal top can be separated in a normal cultivation state, so that the platform personnel can conveniently fish in a leisure way.
The function of the telescopic fifth netting 11 near each vertical slide rail is to eliminate the gap near each vertical slide rail 23 when the fourth netting 10 horizontal at the top of the platform is connected with the third netting 9 with the liftable side surface, so that the netting is lowered to form a closed purse net. The boundary of each telescopic fifth netting 11 is vertically provided with a fifth steel mesh 24, the fifth steel mesh 24 is fixed from the height of the middle-layer horizontal frame to the top of the vertical slide 23 along the vertical slide 23, one side of the fifth steel mesh in the horizontal direction is provided with a sixth steel mesh 25, the sixth steel mesh 25 is fixed between the vertical slides 23 along the circumferential direction of the vertical pipe structure 1, and the fifth steel mesh 24 and the sixth steel mesh 25 are fixed on the vertical slide 23 and the vertical pipe structure 1 in a discontinuous welding mode. The other horizontal side is connected to the top horizontal net 10 at the border near the vertical frame 2. The telescopic fifth netting 11 is provided with no net rope inside, and enough margin is reserved inside so as not to prevent the fourth netting 10 at the top from reciprocating up and down between the top of the platform and the height of the middle layer frame.
The netting lifting system realizes the up-and-down lifting of the liftable netting, the two ends of the second steel cable 21 which is arranged laterally on each piece of the lifting netting are connected by a steel cable, fixed pulleys are arranged at the bottom end and the top end of the vertical slide rail 23, and a hand winch is arranged on the top end of the platform corresponding to each slide rail respectively to drive the steel cable to realize the up-and-down lifting of the net on the traction side.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be able to cover the technical solutions and the inventive concepts of the present invention within the technical scope of the present invention.
Claims (8)
1. A large-scale deep and open sea fixed type wind wave resistant culture platform is characterized by comprising an external frame in a hollow cuboid shape, wherein the external frame is supported and arranged above a seabed through a sitting bottom connecting structure;
the external frame comprises a vertical pipe structure consisting of a plurality of vertical pipes, a top horizontal pipe structure consisting of a plurality of top horizontal pipes is arranged at the top of the vertical pipe structure, a middle horizontal pipe structure consisting of a plurality of middle horizontal pipes is arranged in the middle of the vertical pipe structure, and a bottom horizontal pipe structure consisting of a plurality of bottom horizontal pipes is arranged at the bottom of the vertical pipe structure;
the outer frame is fixedly provided with a lower fixing net below the middle horizontal pipe structure, and through holes of the outer frame are sealed through the lower fixing net;
a liftable netting is arranged above the middle horizontal pipe structure, is in a cover plate form and comprises a top horizontal netting and four lateral nettings which are vertically connected below four side edges of the top horizontal netting respectively; the four lateral nettings are connected to the vertical pipe structure in a sliding mode;
the top of the vertical pipe structure is also fixedly provided with a telescopic net which extends downwards to the middle horizontal pipe structure along the vertical pipe structure, and the telescopic net is used for covering a connecting gap between the lateral net and the top horizontal net at the position of the vertical pipe structure;
in a non-wind wave mode, the liftable netting is lifted to the highest point and is positioned below the top horizontal pipe structure;
in the storm mode, the liftable netting descends to the lowest point and is positioned above the bottom horizontal pipe structure.
2. The large deep open sea fixed wind and wave resistant cultivation platform according to claim 1, wherein the vertical pipe structure comprises 8 vertical pipes respectively located at four vertical edges of the outer frame and at a position right in the middle of two adjacent vertical edges.
3. The large deep open-sea fixed storm-resistant aquaculture platform of claim 2 wherein said top horizontal tube structure comprises 6 top horizontal tubes at four edges of said top surface of said outer frame and at two axes of symmetry of said top surface of said outer frame.
4. The large deep open-sea fixed storm-resistant aquaculture platform of claim 3 wherein said bottom horizontal tube structure comprises 6 bottom horizontal tubes at four edges of said outer frame bottom surface and at two axes of symmetry of said outer frame bottom surface.
5. The large deep open sea fixed type wind and wave resistant cultivation platform according to claim 1, wherein a vertical guide rail is connected to the vertical pipe structure, a vertical long-strip-shaped limiting groove is formed in the guide rail, a sliding block is limited in the limiting groove, and the sliding block is connected to the lateral netting.
6. The large deep open sea fixed storm-resistant aquaculture platform of claim 5, wherein the top of said retractable netting is welded to said vertical pipe structure, the sides of said retractable netting are fixed to vertical steel cables, said vertical steel cables are fixed to the sides of said guide rails.
7. The large, deep, and open-sea, stationary storm-resistant farm according to claim 5, wherein the bottom ends of the vertical steel cables extend at least to the intermediate horizontal tubular structure.
8. The large deep open sea fixed wind and wave resistant cultivation platform according to claim 5, wherein a locking structure for locking the sliding block is further arranged on the vertical pipe structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111324407.6A CN114051961B (en) | 2021-11-10 | 2021-11-10 | Large-scale deep open sea fixed type wind wave resistance cultivation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111324407.6A CN114051961B (en) | 2021-11-10 | 2021-11-10 | Large-scale deep open sea fixed type wind wave resistance cultivation platform |
Publications (2)
| Publication Number | Publication Date |
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| CN114051961A true CN114051961A (en) | 2022-02-18 |
| CN114051961B CN114051961B (en) | 2024-05-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202111324407.6A Active CN114051961B (en) | 2021-11-10 | 2021-11-10 | Large-scale deep open sea fixed type wind wave resistance cultivation platform |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114885877A (en) * | 2022-02-23 | 2022-08-12 | 中国电建集团华东勘测设计研究院有限公司 | Split type replaceable marine ranching net cage structure and on-site operation and maintenance method thereof |
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| CN107079859A (en) * | 2017-05-03 | 2017-08-22 | 江苏道达风电设备科技有限公司 | A kind of floatation type net cage that bucket foundation is combined based on offshore wind turbine |
| WO2018094782A1 (en) * | 2016-11-23 | 2018-05-31 | 清华大学深圳研究生院 | Marine shellfish aquaculture net cage with steel structure and three-dimensional aquaculture system |
| CN110999837A (en) * | 2019-12-18 | 2020-04-14 | 哈尔滨工程大学 | Wind-wave-resistant deep sea aquaculture net cage |
| CN216961163U (en) * | 2021-11-10 | 2022-07-15 | 大连船舶重工集团有限公司 | Large-scale deep and open sea fixed type anti-wave breeding platform |
-
2021
- 2021-11-10 CN CN202111324407.6A patent/CN114051961B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018094782A1 (en) * | 2016-11-23 | 2018-05-31 | 清华大学深圳研究生院 | Marine shellfish aquaculture net cage with steel structure and three-dimensional aquaculture system |
| CN107079859A (en) * | 2017-05-03 | 2017-08-22 | 江苏道达风电设备科技有限公司 | A kind of floatation type net cage that bucket foundation is combined based on offshore wind turbine |
| CN110999837A (en) * | 2019-12-18 | 2020-04-14 | 哈尔滨工程大学 | Wind-wave-resistant deep sea aquaculture net cage |
| CN216961163U (en) * | 2021-11-10 | 2022-07-15 | 大连船舶重工集团有限公司 | Large-scale deep and open sea fixed type anti-wave breeding platform |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114885877A (en) * | 2022-02-23 | 2022-08-12 | 中国电建集团华东勘测设计研究院有限公司 | Split type replaceable marine ranching net cage structure and on-site operation and maintenance method thereof |
| CN114885877B (en) * | 2022-02-23 | 2024-03-29 | 中国电建集团华东勘测设计研究院有限公司 | Split type replaceable marine pasture net cage structure and in-situ operation and maintenance method thereof |
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| Publication number | Publication date |
|---|---|
| CN114051961B (en) | 2024-05-28 |
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