CN204653402U - Integration net cage - Google Patents
Integration net cage Download PDFInfo
- Publication number
- CN204653402U CN204653402U CN201420757291.4U CN201420757291U CN204653402U CN 204653402 U CN204653402 U CN 204653402U CN 201420757291 U CN201420757291 U CN 201420757291U CN 204653402 U CN204653402 U CN 204653402U
- Authority
- CN
- China
- Prior art keywords
- rope
- scaffold
- etting
- stay pipe
- underframe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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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
Abstract
The utility model discloses integration net cage, comprise the scaffold that can inflate, wherein: on the downside of scaffold, be hung with etting; Stay pipe is provided with bottom etting; Uniformly on stay pipe be connected with sinker; Stay pipe is connected with underframe grappling rope; Scaffold is connected with roof rope; Jointly be connected on an anchor body bottom the underframe grappling rope that roof rope matches with it.Dual anchoring system arranges roof rope and underframe grappling rope in pairs owing to having, thus relative stable in the position of stay pipe can be made to be positioned at immediately below scaffold, thus make the carrying capacity inside etting comparatively stable, and the tension force of the etting that can alleviate side especially drag rope, prevents whole net cage from damaging due to strong wave action.Thus the utility model lamps structure is firm, draping is convenient, spatiality is stable, good wind and wave resistance effects, rise fish advantage easily.
Description
Technical field
The utility model relates to a kind of deep water mesh cage, particularly relates to integration net cage.
Background technology
Fish culture net cage is made up of net cage frame system, netting system, mooring system and auxiliary facility system four major part.Wherein mooring system is the foundation of net cage in water, once anchoring fixed system goes wrong in stormy waves weather, will cause the overall unbalance stress of net cage and damage.At present, common both at home and abroad net cage anchoring form has three kinds: one to be traditional multipoint mode anchoring; Two is the anchorings of water surface grid type; Three is grid type anchorings under water.Traditional multipoint mode mooring system form is simple, current China coast floating deep water mesh cage this mode multiplex.The kind of different anchors according to marine site in multiple spot anchoring also has three kinds, and one is piled anchor, and price is relatively cheap, and the applicable depth of water is more shallow and be the marine site of silt substrate; Two is cement anchors, moderate, is applicable to the marine site of husky mud or sandy substrate; Three is anchors, and price is more expensive, the marine site that applicable seabed is comparatively complicated.
Summary of the invention
The purpose of this utility model be for prior art provide a kind of firm in structure, draping is convenient, spatiality is stable, good wind and wave resistance effects, fish integration net cage easily.
The utility model solves the problems of the technologies described above adopted technical scheme: integration net cage, comprises the scaffold that can inflate, wherein: be hung with etting on the downside of scaffold; Stay pipe is provided with bottom etting; Uniformly on stay pipe be connected with sinker; Stay pipe is connected with underframe grappling rope; Scaffold is connected with roof rope; Jointly be connected on an anchor body bottom the underframe grappling rope that roof rope matches with it.Dual anchoring system arranges roof rope and underframe grappling rope in pairs owing to having, thus relative stable in the position of stay pipe can be made to be positioned at immediately below scaffold, thus make the carrying capacity inside etting comparatively stable, and the tension force of the etting that can alleviate side especially drag rope, prevents whole net cage from damaging due to strong wave action.
For optimizing technique scheme, the measure taked also comprises: be hung with etting on the downside of scaffold; Stay pipe is provided with bottom etting; Uniformly on stay pipe be connected with sinker; Stay pipe is connected with underframe grappling rope; Scaffold is connected with roof rope; Jointly be connected on an anchor body bottom the underframe grappling rope that roof rope matches with it.Dual anchoring system arranges roof rope and underframe grappling rope in pairs owing to having, thus relative stable in the position of stay pipe can be made to be positioned at immediately below scaffold, thus make the carrying capacity inside etting comparatively stable, and the tension force of the etting that can alleviate side especially drag rope, prevents whole net cage from damaging due to strong wave action.Scaffold has the outside framework surrounded by two semicircle frameworks and two side frameworks; Further, the both side ends of side framework connects through main backstop; The near middle of side framework is connected through secondary bracing frame; Secondary bracing frame is connected through longitudinal link with the mid portion of main backstop.The outside framework that two semicircle frameworks and two side frameworks surround has the less side of a sectional area, thus, can by it just to tidal flow direction, to reach the effect of windproof anti-current.Main backstop is used for stablizing semicircle framework.The framework that secondary bracing frame and longitudinal link surround for reinforcing side framework and main backstop.During fish harvesting, first two ends etting is knotted and unclamp, slide to central authorities along main body frame, then carry out harvesting by fishpump.Uniform drag rope is also provided with between scaffold and stay pipe; Stay pipe is positioned at the inner side on the perspective plane of scaffold.Tractive force on stay pipe is assigned on scaffold by drag rope, and, because drag rope forms an inverted truncated cone-shaped, thus the tractive force of whole etting when reducing scaffold dipping and heaving.During draping, unclamp one end and knot, old etting is moved to central authorities, change new etting, be communicated with new and old etting, unclamp the old etting other end and knot, fish is moved in new etting, takes out old net, complete etting and change.Roof rope near middle is connected with ball float; Underframe grappling rope near middle is connected with ball float.Ball float by horizontal direction possible so far for the tractive force direction tractive of roof rope and underframe grappling rope, thus can optimize the traction effect swung scaffold and stay pipe horizontal direction.The length of scaffold is 50 to 90 meters.Preferred length 70 meters, close to the wavelength of general wave, the wave force that therefore net cage various piece is born in a wavelength can be cancelled out each other, and due to net cage size large, vertical fluctuating can not cause the comparatively havoc of net cage, wind wave resistance better performances.Adopt traditional circular configuration, span can be caused excessive, structural instability, the drawback such as cannot to manage.Anti-current aspect, because two is designed to incline structure, can play shunting action, improves anti-flow performance.
Etting is hung with because the utility model have employed on the downside of scaffold; Stay pipe is provided with bottom etting; Uniformly on stay pipe be connected with sinker; Stay pipe is connected with underframe grappling rope; Scaffold is connected with roof rope; Jointly be connected on an anchor body bottom the underframe grappling rope that roof rope matches with it.Dual anchoring system arranges roof rope and underframe grappling rope in pairs owing to having, thus relative stable in the position of stay pipe can be made to be positioned at immediately below scaffold, thus make the carrying capacity inside etting comparatively stable, and the tension force of the etting that can alleviate side especially drag rope, prevents whole net cage from damaging due to strong wave action.Thus the utility model have firm in structure, draping is convenient, spatiality is stable, good wind and wave resistance effects, rise fish advantage easily.
Accompanying drawing explanation
Fig. 1 is the utility model example structure schematic diagram;
Fig. 2 is the utility model embodiment plan structure schematic diagram.
Embodiment
Below in conjunction with attached embodiment, the utility model is described in further detail.
Drawing reference numeral illustrates: scaffold 1, semicircle framework 11, side framework 12, secondary bracing frame 13, main backstop 14, longitudinal link 15, etting 2, drag rope 21, stay pipe 22, sinker 3, dual anchoring system 4, roof rope 41, underframe grappling rope 42, anchor body 43.
Embodiment: referring to figs. 1 through Fig. 2, integration net cage, comprises the scaffold 1 that can inflate, wherein: be hung with etting 2 on the downside of scaffold 1; Stay pipe 22 is provided with bottom etting 2; Uniformly on stay pipe 22 be connected with sinker 3; Stay pipe 22 is connected with underframe grappling rope 42; Scaffold 1 is connected with roof rope 41; Jointly be connected on an anchor body 43 bottom the underframe grappling rope 42 that roof rope 41 matches with it.Dual anchoring system 4 arranges roof rope 41 and underframe grappling rope 42 in pairs owing to having, thus relative stable in the position of stay pipe 22 can be made to be positioned at immediately below scaffold 1, thus make the carrying capacity inside etting 2 comparatively stable, and the tension force of the etting 2 that can alleviate side especially drag rope 21, prevents whole net cage from damaging due to strong wave action.Scaffold 1 has the outside framework surrounded by two semicircle frameworks 11 and two side frameworks 12; Further, the both side ends of side framework 12 connects through main backstop 14; The near middle of side framework 12 is connected through secondary bracing frame 13; Secondary bracing frame 13 is connected through longitudinal link 15 with the mid portion of main backstop 14.The outside framework that two semicircle frameworks 11 and two side frameworks 12 surround has the less side of a sectional area, thus, can by it just to tidal flow direction, to reach the effect of windproof anti-current.Main backstop 14 is for stable semicircle framework 11.The framework that secondary bracing frame 13 and longitudinal link 15 surround for reinforcing side framework 12 and main backstop 14.During fish harvesting, first two ends etting is knotted and unclamp, slide to central authorities along main body frame, then carry out harvesting by fishpump.Uniform drag rope 21 is also provided with between scaffold 1 and stay pipe 22; Stay pipe 22 is positioned at the inner side on the perspective plane of scaffold 1.Tractive force on stay pipe 22 is assigned on scaffold 1 by drag rope 21, and, because drag rope 21 forms an inverted truncated cone-shaped, thus the tractive force of whole etting 2 when reducing scaffold 1 dipping and heaving.During draping, unclamp one end and knot, old etting is moved to central authorities, change new etting, be communicated with new and old etting, unclamp the old etting other end and knot, fish is moved in new etting, takes out old net, complete etting and change.Roof rope 41 near middle is connected with ball float; Underframe grappling rope 42 near middle is connected with ball float.Ball float by horizontal direction possible so far for the tractive force direction tractive of roof rope 41 and underframe grappling rope 42, thus can optimize the traction effect swung scaffold 1 and stay pipe 22 horizontal direction.The length of scaffold 1 is 50 to 90 meters.Preferred length 70 meters, close to the wavelength of general wave, the wave force that therefore net cage various piece is born in a wavelength can be cancelled out each other, and due to net cage size large, vertical fluctuating can not cause the comparatively havoc of net cage, wind wave resistance better performances.Adopt traditional circular configuration, span can be caused excessive, structural instability, the drawback such as cannot to manage.Anti-current aspect, because two is designed to incline structure, can play shunting action, improves anti-flow performance.
Although describe the utility model in conjunction with preferred embodiment; so itself and be not used to limit the utility model; any those skilled in the art; when not departing from spirit and scope of the present utility model; can implement various change, the displacement of coordinate and amendment here to the theme listed, therefore protection domain of the present utility model be as the criterion when the scope limited depending on proposed claim.
Claims (1)
1. integration net cage, comprises the scaffold (1) that can inflate, it is characterized in that: described scaffold (1) downside is hung with etting (2); Described etting (2) bottom is provided with stay pipe (22); Described stay pipe (22) is above uniform is connected with sinker (3); Described stay pipe (22) is connected with underframe grappling rope (42); Described scaffold (1) is connected with roof rope (41); Underframe grappling rope (42) bottom that described roof rope (41) matches with it is connected on an anchor body (43) jointly; Described scaffold (1) has the outside framework surrounded by two semicircle frameworks (11) and two side frameworks (12); Further, the both side ends of described side framework (12) connects through main backstop (14); The near middle of described side framework (12) is connected through secondary bracing frame (13); Described secondary bracing frame (13) is connected through longitudinal link (15) with the mid portion of main backstop (14); Uniform drag rope (21) is also provided with between described scaffold (1) and described stay pipe (22); Described stay pipe (22) is positioned at the inner side on the perspective plane of described scaffold (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420757291.4U CN204653402U (en) | 2014-12-07 | 2014-12-07 | Integration net cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420757291.4U CN204653402U (en) | 2014-12-07 | 2014-12-07 | Integration net cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204653402U true CN204653402U (en) | 2015-09-23 |
Family
ID=54123859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420757291.4U Expired - Fee Related CN204653402U (en) | 2014-12-07 | 2014-12-07 | Integration net cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204653402U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110820389A (en) * | 2019-11-14 | 2020-02-21 | 舟山天沐水产科技有限公司 | Device for monitoring and early warning structural object damage according to stress |
-
2014
- 2014-12-07 CN CN201420757291.4U patent/CN204653402U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110820389A (en) * | 2019-11-14 | 2020-02-21 | 舟山天沐水产科技有限公司 | Device for monitoring and early warning structural object damage according to stress |
| CN110820389B (en) * | 2019-11-14 | 2021-12-14 | 舟山天沐水产科技有限公司 | Device for monitoring and early warning structural object damage according to stress |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150923 Termination date: 20171207 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |