CN106614197A - Wave-resisting net cage framework - Google Patents
Wave-resisting net cage framework Download PDFInfo
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- CN106614197A CN106614197A CN201611213636.XA CN201611213636A CN106614197A CN 106614197 A CN106614197 A CN 106614197A CN 201611213636 A CN201611213636 A CN 201611213636A CN 106614197 A CN106614197 A CN 106614197A
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- framework
- upper strata
- lower floor
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- connecting rod
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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
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Abstract
The invention discloses a wave-resisting net cage framework, which comprises an upper-layer framework and a lower-layer framework, wherein the upper-layer framework and the lower-layer framework are square, the upper-layer framework consists of an inner framework and an outer framework arranged outside the inner framework in parallel, the inner framework and the outer framework are connected through a first connecting piece, the lower-layer framework is a single framework and is arranged below the outer framework in parallel and is concentric with the outer framework, the outer framework and the lower-layer framework are connected through a second connecting piece, and the upper-layer framework and the lower-layer framework respectively comprise sealing tubes. Through the double-framework upper-layer framework and the single-framework lower-layer framework, the buoyancy of the upper-layer framework is greater than that of the lower-layer framework, the stability of the whole net cage in typhoon or gale wave is increased, so that the whole net cage can be still stable under wave impact, and the oscillating of the net cage can be remarkably reduced; and the upper-layer framework is a double-framework, the inner framework is used for hanging a net bag, and the outer framework plays a role in enhancing wave reduction effect, so as to prevent surge from damaging fish cultivated in the net cage.
Description
Technical field
The present invention relates to technical field of aquaculture, more particularly to a kind of wind wave-resisting net casing framework.
Background technology
As China's Fishery Developmental Strategy is by switching to based on cultivation based on fishing for, the sea of China, freshwater cage aquaculture are produced
Industry is presented fast-developing situation under the support of governments at all levels.With the maximization of aquaculture net cage, the number of object is cultivated in net cage
Amount and economic worth are also increasing, and the output value in a net cage is from hundreds of thousands to millions of.So, once net cage occurs
Rupture and sinking, will bring huge economic loss to culturist.
At present, the cage culture of China focuses mostly in the coastal south.It is severe that these areas are often subject to violent typhoon etc.
The impact of weather, when stormy waves attack is subjected to, whole net cage fluctuates up and down greatly with wave, makes whole net cage unstable, upper and lower
Swing very big, highly impact the normal growth of cultured fishes in net cage, or even make cultured fishes injury catch an illness.
The content of the invention
It is an object of the invention to provide a kind of wind wave-resisting net casing framework, by under the upper strata framework and single frame that arrange double frames
Layer framework, upper strata framework and lower floor's framework are constituted by seal pipe, make upper strata framework buoyancy more than lower floor's framework buoyancy, be increased
Whole stability of the net cage in typhoon or strong wind stormy waves, makes whole net cage impact still more stable in stormy waves, significantly decreases
The swing of net cage.
For achieving the above object, the invention provides following scheme：
A kind of wind wave-resisting net casing framework of the present invention, including upper strata framework and lower floor's framework, the upper strata framework and it is described under
Layer framework is square, and the upper strata framework includes inner frame and the outside framework that is set in parallel in outside the inner frame, described
Outside framework is connected with the inner frame by the first connector, and lower floor's framework is single frame, and lower floor's frame parallel sets
Put below the outside framework and concentric with the outside framework, the outside framework passes through the second connector phase with lower floor's framework
Even, the upper strata framework and lower floor's framework are constituted by seal pipe.
Further, be provided with head rod in the upper strata framework, the two ends of the head rod with it is described on
Layer framework is connected.
Further, the upper strata framework top is additionally provided with and its shape identical walking framework, the walking framework
It is connected by the 3rd connector with the upper strata framework.
Further, the longitudinally disposed head rod group of the head rod and Duo Gen of many horizontally sets
Into connecting rod group, it is connected by the 4th connector between the head rod.
Further, attachment structure is also erected with the walking framework, the attachment structure is erected on the connecting rod
Directly over group.
Further, be provided with the second connecting rod in lower floor's framework, the two ends of second connecting rod with it is described under
Layer framework is connected, and second connecting rod is arranged on the head rod lower section of horizontally set, or is arranged on longitudinally disposed
Head rod lower section, second connecting rod by the 5th connector with its above the head rod
It is connected, constitutes tripod structure.
Further, it is arranged at intervals with dividing plate in the seal pipe of the upper strata framework and lower floor's framework.
The present invention achieves following technique effect relative to prior art：
Upper strata framework and lower floor's framework of single frame that the present invention passes through double frames, make upper strata framework buoyancy floating more than lower floor's framework
Power, increased stability of the whole net cage in stormy waves, make whole net cage impact still more stable in stormy waves, significantly reduce
The oscillatory of net cage；Upper strata framework is double frames, and inner frame is used to hang mesh bag, and outside framework increased wave damping effect, it is to avoid surge
Damage to cage-farming.
Description of the drawings
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to institute in embodiment
The accompanying drawing that needs are used is briefly described, it should be apparent that, drawings in the following description are only some enforcements of the present invention
Example, for those of ordinary skill in the art, without having to pay creative labor, can be with according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is upper strata framework top view；
Fig. 2 is wind wave-resisting net casing framework main view direction of the present invention sectional view；
Fig. 3 is wind wave-resisting net casing framework left view direction of the present invention sectional view；
Description of reference numerals：1st, outside framework；2nd, inner frame；3rd, head rod；4th, the first connector；5th, the 4th connection
Part；6th, the 3rd connector；7th, the second connector；8th, the 5th connector；9th, the second connecting rod；10th, lower floor's framework；11st, walking frame
Frame.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than the embodiment of whole.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
It is an object of the invention to provide a kind of wind wave-resisting net casing framework, increases stability of the net cage frame in stormy waves.
It is understandable to enable the above objects, features and advantages of the present invention to become apparent from, it is below in conjunction with the accompanying drawings and concrete real
The present invention is further detailed explanation to apply example.
The present embodiment provides a kind of wind wave-resisting net casing framework, is divided into three layers, that is, ccf layer of walking, upper strata ccf layer and under
Layer ccf layer.Walking ccf layer is sphere of movements for the elephants shape structure and overlaps with the top view of upper ledge rack-layer, now with upper strata framework
Illustrate as a example by the top view of layer.As shown in figure 1, upper strata framework includes inner frame 2 and is set in parallel in outside inner frame 2
Outside framework 1, outside framework 1 is connected with inner frame 2 by the first connector 4, and upper strata framework and lower floor's framework 10 are by seal pipe group
Into, dividing plate is arranged at intervals with the seal pipe of upper strata framework and lower floor's framework, form multistage hollow, it is ensured that will not destroy because of somewhere
Or be corroded leak and make integral net caisson sinking.Be provided with head rod 3 in the framework of upper strata, the two ends of head rod 3 with
Upper strata framework is connected.The longitudinally disposed head rod 3 of the head rod 3 of two horizontally sets and two constitutes " ten " font
Connecting rod group, is connected between head rod 3 by the 4th connector 5." ten " font connecting rod group surrounds four with upper strata framework
Region, mesh bag is arranged in four regions and with inner frame 2, head rod 3 and is connected when using.
As shown in Fig. 2 lower floor's framework 10 is set in parallel in immediately below outside framework 1 and, outside framework identical with the shape of outside framework 1
1 is connected with lower floor framework 10 by the second connector 7.Upper strata framework top is additionally provided with and its shape identical walking framework
11, walking framework 11 is connected with upper strata framework by the 3rd connector 6.It is provided with the second connecting rod 9 in lower floor's framework 10, second
The two ends of connecting rod 9 are connected with lower floor framework 10, and the second connecting rod 9 is arranged on the longitudinally disposed lower section of head rod 3, one
Second connecting rod 9 is connected by the 5th connector 8 with the head rod 3 above it, constitutes tripod structure.Walking framework 11
Inside also be erected with attachment structure, the attachment structure be erected on directly over " ten " font connecting rod group and with " ten " font connecting rod group
Shape is identical, so that the pressure transmission for applying people when walking and being worked on framework 11 is to " ten " font connecting rod group.Due to three
Foot rest structure will act on the pressure of upper strata framework and decompose lower floor's framework 10, make framework integrally more stable.
Apply specific case in this specification to be set forth the principle and embodiment of the present invention, above example
Explanation be only intended to help and understand the method for the present invention and its core concept；Simultaneously for one of ordinary skill in the art,
According to the thought of the present invention, will change in specific embodiments and applications.In sum, in this specification
Appearance should not be construed as limiting the invention.
Claims (7)
1. a kind of wind wave-resisting net casing framework, it is characterised in that including upper strata framework and lower floor's framework, the upper strata framework and described
Lower floor's framework is square, and the upper strata framework includes inner frame and the outside framework that is set in parallel in outside the inner frame, institute
State outside framework to be connected by the first connector with the inner frame, lower floor's framework be single frame, lower floor's frame parallel
Outside framework lower section and concentric with the outside framework is arranged on, the outside framework is with lower floor's framework by the second connector
It is connected, the upper strata framework and lower floor's framework are constituted by seal pipe.
2. a kind of wind wave-resisting net casing framework according to claim 1, it is characterised in that is provided with the upper strata framework
One connecting rod, the two ends of the head rod are connected with the upper strata framework.
3. a kind of wind wave-resisting net casing framework according to claim 2, it is characterised in that the upper strata framework top also sets up
Have and its shape identical walking framework, the walking framework is connected with the upper strata framework by the 3rd connector.
4. a kind of wind wave-resisting net casing framework according to claim 3, it is characterised in that described the first of many horizontally sets
Connecting rod and Duo Gen longitudinally disposed head rod composition connecting rod group, by the 4th connection between the head rod
Part is connected.
5. a kind of wind wave-resisting net casing framework according to claim 4, it is characterised in that is also erected with the walking framework
Attachment structure, the attachment structure is erected on directly over the connecting rod group.
6. a kind of wind wave-resisting net casing framework according to claim 5, it is characterised in that is provided with lower floor's framework
Two connecting rods, the two ends of second connecting rod are connected with lower floor's framework, and second connecting rod is arranged on horizontally set
Head rod lower section, or be arranged on longitudinally disposed head rod lower section, second connecting rod
It is connected with the head rod above it by the 5th connector, constitutes tripod structure.
7. a kind of wind wave-resisting net casing framework according to claim 1, it is characterised in that the upper strata framework and the lower floor
Dividing plate is arranged at intervals with the seal pipe of framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611213636.XA CN106614197A (en) | 2016-12-24 | 2016-12-24 | Wave-resisting net cage framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611213636.XA CN106614197A (en) | 2016-12-24 | 2016-12-24 | Wave-resisting net cage framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106614197A true CN106614197A (en) | 2017-05-10 |
Family
ID=58827681
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611213636.XA Pending CN106614197A (en) | 2016-12-24 | 2016-12-24 | Wave-resisting net cage framework |
Country Status (1)
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| CN (1) | CN106614197A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107182877A (en) * | 2017-06-06 | 2017-09-22 | 中国水产科学研究院南海水产研究所 | A kind of Largesize deepwater net cage of use longitudinal framing main truss |
| CN108357649A (en) * | 2018-04-23 | 2018-08-03 | 海南渔小青深海养殖技术开发有限公司 | Wind and wave resistance marine devices |
| CN108377948A (en) * | 2018-04-23 | 2018-08-10 | 海南渔小青深海养殖技术开发有限公司 | Wind wave prevention flotation gear and windproof method for wave |
| CN108750031A (en) * | 2018-08-08 | 2018-11-06 | 海南渔小青深海养殖技术开发有限公司 | Wind wave prevention marine devices and its working method |
| CN110913688A (en) * | 2017-06-13 | 2020-03-24 | 瓦德集团股份有限公司 | Tank for fish culture |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2850273Y (en) * | 2005-05-27 | 2006-12-27 | 威海市广通塑胶制品有限公司 | Combined seawater culture mesh case frame |
| CN2891662Y (en) * | 2006-02-13 | 2007-04-25 | 深圳华油实业发展有限公司 | Sea culture net cage frame and net cage |
| CN101040605A (en) * | 2006-03-24 | 2007-09-26 | 翟玉明 | Stormproof lift type net trunk for breeding in the outside sea |
| CN203313824U (en) * | 2013-06-19 | 2013-12-04 | 福建省淡水水产研究所 | Water-cultured vegetable floating bed in fish pond |
| CN103798160A (en) * | 2014-01-13 | 2014-05-21 | 黄崇展 | Deep sea culture platform and manufacturing method thereof |
| CN104067960A (en) * | 2014-05-14 | 2014-10-01 | 三沙蓝海海洋工程有限公司 | Open sea water and in-reef anti-wave aquaculture cage system capable of being onsite-assembled on water |
| CN203851609U (en) * | 2014-05-06 | 2014-10-01 | 常熟理工学院 | Deepwater type polyculture net cage |
-
2016
- 2016-12-24 CN CN201611213636.XA patent/CN106614197A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2850273Y (en) * | 2005-05-27 | 2006-12-27 | 威海市广通塑胶制品有限公司 | Combined seawater culture mesh case frame |
| CN2891662Y (en) * | 2006-02-13 | 2007-04-25 | 深圳华油实业发展有限公司 | Sea culture net cage frame and net cage |
| CN101040605A (en) * | 2006-03-24 | 2007-09-26 | 翟玉明 | Stormproof lift type net trunk for breeding in the outside sea |
| CN203313824U (en) * | 2013-06-19 | 2013-12-04 | 福建省淡水水产研究所 | Water-cultured vegetable floating bed in fish pond |
| CN103798160A (en) * | 2014-01-13 | 2014-05-21 | 黄崇展 | Deep sea culture platform and manufacturing method thereof |
| CN203851609U (en) * | 2014-05-06 | 2014-10-01 | 常熟理工学院 | Deepwater type polyculture net cage |
| CN104067960A (en) * | 2014-05-14 | 2014-10-01 | 三沙蓝海海洋工程有限公司 | Open sea water and in-reef anti-wave aquaculture cage system capable of being onsite-assembled on water |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107182877A (en) * | 2017-06-06 | 2017-09-22 | 中国水产科学研究院南海水产研究所 | A kind of Largesize deepwater net cage of use longitudinal framing main truss |
| CN110913688A (en) * | 2017-06-13 | 2020-03-24 | 瓦德集团股份有限公司 | Tank for fish culture |
| CN110913688B (en) * | 2017-06-13 | 2022-07-26 | 瓦德集团股份有限公司 | Tank for fish culture |
| CN108357649A (en) * | 2018-04-23 | 2018-08-03 | 海南渔小青深海养殖技术开发有限公司 | Wind and wave resistance marine devices |
| CN108377948A (en) * | 2018-04-23 | 2018-08-10 | 海南渔小青深海养殖技术开发有限公司 | Wind wave prevention flotation gear and windproof method for wave |
| CN108750031A (en) * | 2018-08-08 | 2018-11-06 | 海南渔小青深海养殖技术开发有限公司 | Wind wave prevention marine devices and its working method |
| CN108750031B (en) * | 2018-08-08 | 2024-07-30 | 海南渔小清科技有限公司 | Wind wave prevention water device and working method thereof |
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Application publication date: 20170510 |
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| RJ01 | Rejection of invention patent application after publication |