CN207519425U - It mixes the hard and soft combination ultra-large type ecology trip of mooring and fishes net cage - Google Patents
It mixes the hard and soft combination ultra-large type ecology trip of mooring and fishes net cage Download PDFInfo
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- CN207519425U CN207519425U CN201721069308.7U CN201721069308U CN207519425U CN 207519425 U CN207519425 U CN 207519425U CN 201721069308 U CN201721069308 U CN 201721069308U CN 207519425 U CN207519425 U CN 207519425U
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- 241000251468 Actinopterygii Species 0.000 title claims abstract description 18
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims abstract description 17
- 229910052802 copper Inorganic materials 0.000 claims abstract description 17
- 239000010949 copper Substances 0.000 claims abstract description 17
- 241000239290 Araneae Species 0.000 claims abstract description 15
- 239000004593 Epoxy Substances 0.000 claims abstract description 12
- 239000004033 plastic Substances 0.000 claims abstract description 9
- 229920003023 plastic Polymers 0.000 claims abstract description 9
- 239000004576 sand Substances 0.000 claims abstract description 8
- 238000004873 anchoring Methods 0.000 claims abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 11
- 238000007667 floating Methods 0.000 claims description 10
- 239000010410 layer Substances 0.000 claims description 10
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 238000013016 damping Methods 0.000 claims description 2
- 239000011229 interlayer Substances 0.000 claims description 2
- 230000007547 defect Effects 0.000 abstract description 4
- 230000007812 deficiency Effects 0.000 abstract description 3
- 230000002265 prevention Effects 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 238000010276 construction Methods 0.000 description 8
- 229920001903 high density polyethylene Polymers 0.000 description 8
- 239000004700 high-density polyethylene Substances 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 101100136092 Drosophila melanogaster peng gene Proteins 0.000 description 4
- 230000005713 exacerbation Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 4
- 239000013049 sediment Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000007796 conventional method Methods 0.000 description 2
- 108090000765 processed proteins & peptides Proteins 0.000 description 2
- 238000000545 stagnation point adsorption reflectometry Methods 0.000 description 2
- 229910000926 A-3 tool steel Inorganic materials 0.000 description 1
- 241000251730 Chondrichthyes Species 0.000 description 1
- 230000003373 anti-fouling effect Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 238000012258 culturing Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000000994 depressogenic effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000002550 fecal effect Effects 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000009993 protective function Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Classifications
-
- 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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- Farming Of Fish And Shellfish (AREA)
Abstract
It mixes the hard and soft combination ultra-large type ecology trip of mooring and fishes net cage,It is characterized in that net cage is polygon,Each angular vertex places buoyancy column,Buoyancy column sets note/draining pipe valve and note/blow off valve,Buoyancy column is in pairs,It is respectively provided with rigid link and inclined support bar up and down,And it is laid with upper perimeter wall copper mesh clothing,Buoyancy column bottom is note sand ballast cabin,Two buoyancy intercolumniations of rigid link connection,For plastics etting,Buoyancy column lifting lug connects outer anchoring system,Simultaneously,It is connected between buoyancy column top and center king-post assembly with connecting rod,Base copper net is laid on bottom structure frame,Frame center is the Epoxy Rebar concrete spider aggravated,Spider is connected with no less than four drag-lines with center king-post assembly,And pass through and radially link bar and be connected with buoyancy column,Spider bottom lifting lug connects appending disk with pull rod,A plurality of heavy anchor chain is hung under appending disk,And set mutually each other 120 degree trip fishing gallery.The utility model not only solves large-scale net cage capacity of anti-storm deficiency defect, while also solves the problems, such as net cage management and prevention fouling organism and net cage pollution.
Description
Technical field
Fish net cage the present invention relates to the hard and soft combination ultra-large type ecology trip of mixing mooring, mixing mooring refer to single point mooring with it is more
Point mooring combines, and the present invention can not only solve large-scale net cage capacity of anti-storm deficiency defect, while also solves net cage management, prevents
Control fouling organism (also known as aufwuch), the subject that net cage is combined because of bait and fecal pollution and with tourism.This technology belongs to ocean
Engineering field.
Background technology
Oneself becomes mainstream with the net cage made at present by the high density polyethylene (HDPE) abbreviation HDPE that Norway introduces, but has serious lack
It falls into：
1. being not suitable with the impact of ocean current, may deform during current speed only up to 0.257m/s according to observations.
2. although the tube frame that floatable HDPE net cages are made by HDPE, by setting note/drainpipe, is attacked in typhoon
It can dive in certain depth before hitting, evade the wave stroke of water surface maximum, but this net cage capacity of anti-storm from the point of view of putting into practice, not
The ideal as introducing, since 2011, typhoon place of arrival is annihilated, and loss is extremely serious.
It is considered that this destruction of overall importance has its source in：
1. basis and the missing of anchoring system technology, such as basic mooring force is too small, subtracts power without mating elasticity and unloads power and arranges
It applies.
The intensity and rigidity of 2.HDPE net cage components are too poor, and for intensity, HDPE material is less than most common A3 steel
1/10,1/200 of elasticity modulus less than steel, such as without using strengthening measure, making float tube can be with, but makees stress frame intensity and rigidity
It is insufficient.
3. the stability of structure is too poor, net cage size is just more prominent when larger..
It is gravity type (self-balancing) that 4. structural system, which falls behind, with offshore oil floating system developing direction far apart.
Therefore, it is improved in terms of four from this, deep water mesh cage can just walk out typhoon haze.
On the defects of stability for solving HDPE entirety is poor, international, domestic expert has common recognition, i.e., should use flexibility or
Quasi-flexible structure, here are the examples that international, domestic expert has done：
A. bridgestone (bridgestone) net cage is one of Norway and Ai Er three categories type deep water mesh cages, and feature is whole
A net cage system is made of the connection structure that the rubber tube (automotive wheels fret peptide) with some strength and steel make, and net cage is whole
Body has good flexibility, has preferable capacity of anti-storm and preferable shape retention, and 0.5 meter per second of net cage anti-current resists
5 meters of wave, is the quasi-flexible net cage of typical rigid flexible system.(detailed bibliography [1])
The patents such as B. Inst of Huanghai Sea Marine Products, Chinese Academy of Aquatic Product Science Lin Defang, customs director's great waves " flexible connected net cage frame
Frame " is open (bulletin) number：CN1271925C is proposed " for of the prior art rectangular or polygonized structure net cage frame turning
Stress concentration existing for rigid connection and failure by shear point, and the technical issues of cause net cage capacity of anti-storm poor, it provides
A kind of flexible juncture net cage frame, its main feature is that：The independent straight main float tube of at least 4 sections of the main float tube, and pass through connection
Each straight main float tube head and the tail successively flexible connection are integrated, and can be movable relatively each section of straight main float tube by part, form at least four
The polygon latticed cabinet frame on side.Make each side of composition net cage frame can be rectangular or more to improve each independently with wave motion
The whole capacity of anti-storm of side shape structure net cage " (detailed bibliography [2])
Although Lin Defang, customs director's great waves et al. patent final choice is abandoned, its effort made is admirable.
Inventor herein has the patent of series in flexibility, quasi-flexible net cage, wherein " being flexibly connected tension leg from mooring
Formula wind wave-resisting net casing " the patent No.：ZL 201520614048.1 (detailed bibliography [3]), it is proposed that buoyant member and buoyancy structure
Part, buoyant member connect with flexible or articulated connection scheme with buoyancy column, without fabulous wind and wave resistance performance is suspected to have, " exempt to change
Net or easy draping are from mooring polygon tension leg flexibility net cage " patent No.：(the detailed bibliography of ZL 2,016 2 0692167.3
[4]), it is proposed that with polygon tension leg flexible net box formula, solve large-scale or ultra-large type cage structure scheme, and propose use
Exempt from draping or easy draping mode, solve the attachment problem of the anti-fouling biology of cage culture.
In addition, inventor herein can be applied to cage engineering in new single site mooring developmental achievement, such as own granted patent
(detailed bibliography [5] provides wind and wave resistance pillar ocean structure design side to " deep water anchor strut " ZL2013 2 0616701.9
Method, the patent propose the application of buoyancy column concept and free suspending weight, great originality and advance at first in the world, for solution
Certainly wind and wave resistance pillar ocean structure is laid a good foundation, and " mooring of group's anchor heaves high stability to own granted patent to wave with fluctuation in stage
Wind and wave resistance marine building " ZL201620692212.5 provides a kind of oriented wave, can heave, high stability, resist with fluctuation in stage
Stormy waves marine building, such marine building are extended, and with reference to aforementioned net cage patent, are expected to Final and are realized that net cage is large-scale
Change, practical, industrialization, China's cage engineering is made to integrate with international enlargement trend.
Bibliography
[1] " Norway is come into and Irish Deep sea net cage cultivates " source：Aquatic products forward position issuing time：2011/2/11
[2] " flexible juncture net cage frame " is open (bulletin) number：CN1271925C inventor：Lin Defang, Guan Changtao, it is yellow
Wen Qiang, Huang Bin, Wei Yunle, patentee：Inst of Huanghai Sea Marine Products, Chinese Academy of Aquatic Product Science
[3] " from mooring flexible connection tension leg type wind wave-resisting net casing "
The patent No.：201520614048.1 inventors of ZL：Ancient country ties up
[4] " exempt from draping or easy draping from mooring polygon tension leg flexibility net cage "
The patent No.：2,016 2 0692167.3 inventors of ZL：Ancient country ties up
[5] " deep water anchor strut " patent No.：ZL201521074092.4 inventor：Ancient country ties up
[6] " mooring of group's anchor is to wave with fluctuation in stage heave high stability wind and wave resistance marine building "
The patent No.：ZL201620692212.5 inventor：Ancient country ties up
Invention content
In order to solve large-scale net cage capacity of anti-storm deficiency defect simultaneously, can also solve net cage management, prevention is stained
Biology (also known as aufwuch) and the subject combined with tourism, the technical program are：
1. net cage is made polygon, the present invention illustrates that each angular vertex places buoyancy column, buoyancy with dodecagon scheme
Column sets note/draining pipe valve and note/blow off valve to adjust buoyancy, and buoyancy column in pairs, is respectively provided with rigid link up and down, and two
Intercolumniation also adds inclined support bar, and all wall Copper ettings are laid on upper and lower strut and inclined support bar, and buoyancy column bottom is note sand ballast cabin,
Ballast tank is all provided with electronic sand flash valve, with sediment outflow tune weight when necessary, in two buoyancy intercolumniations of rigid link connection, using individual layer or double
Layer plastics etting assembly makees peripheral wall etting, when using double-layer plastic etting outside for shark net, interior is culturing net, while plastics etting
Manrope is made in part with high-strength hawser, buoyancy column is connected one by one, bottom then individually sets one and links cable.Buoyancy column lifting lug connects
Outer anchoring system, outer anchoring system should use catenary mooring system, and the anchor used is preferentially total using anchor formula chain link+big pulling force anchor
Into, meanwhile, it is connected between buoyancy column top and center king-post assembly with anti-axial buckling connecting rod, the bottom of net cage preferentially uses copper
Net, but bottom can also be made using high-strength, reliable plastics etting, base copper net assembly, bottom knot are laid on bottom structure frame
Structure frame center is the Epoxy Rebar concrete spider aggravated, and spider, which is used, is no less than four drag-lines and center king-post assembly phase
Even, and pass through and radially link bar and be connected with buoyancy column, lifting lug pull rod connection appending disk in spider bottom is hung under appending disk a plurality of heavy
Type anchor chain, heavy anchor chain recommend nodular type anchor chain, and iron ore epoxy concrete or the iron work of cast can be used in anchor tubercle, under
The a plurality of heavy anchor chain hung makes center king-post and whole system be in the setting depth of water, and can be heaved with water level, it is important to which system is produced
Raw net buoyancy, a plurality of heavy anchor chain mud face epimere anchor chain weight balancing with lower extension, it is assumed that ebb, system buoyancy are reduced, anchor
Chain will locally fall mud and maintain balance, and flood tide is then on the contrary.In this way, all there is the fabulous power that subtracts to unload power work(from mooring or outer mooring
Energy.In order to adapt to the setting of tourism fishing needs, mutually 120 degree of trip each other fishes gallery, and trip fishes gallery flighty and impatient king-post assembly phase in
Even.
If flighty and impatient king-post assembly can be divided into dried layer in 2., each interlayer stair link, and rational proportion is one on the water surface
Layer, underwater two layers, in the flighty and impatient king-post assembly water surface set floating deck, on the one hand can increase activity space, while buoyancy can be increased.
3. above-mentioned buoyancy column bottom is note sand ballast cabin, effect is to make buoyancy column center of gravity centre of buoyancy is in upper, energy under
From floating self-support, buoyancy column bottom note sand ballast cabin sets sediment outflow motor-driven valve, with sediment outflow tune weight when necessary.In addition, the setting of buoyancy column
Note/draining pipe valve and note/blow off valve, it can also be used to adjust buoyancy column and whole system buoyancy.
4. between above-mentioned buoyancy column top and center king-post assembly, connected with the anti-axial buckling connecting rod of energy-dissipating type, it is floating in this way
Power column circumferential direction hawser, radial piston can activity, greatly facilitate and unload power and subtract power.
5. bottom structure frame center is the Epoxy Rebar concrete spider aggravated, spider no less than four drag-lines
It is connected with center king-post assembly, the Epoxy Rebar concrete spider of the exacerbation reduces center king-post assembly center of gravity, and plays
It is anti-to swing plate effect, fail to take " weak tendency " shoal of fish feeding of food by force in time when the bait fallen is for feeding intake, the effect that feeds intake can be given full play to
Fruit, the particularly spider are combined with artificial suction unit, not only can recycle bait in time and fish excrement reuses, can also eliminate
Net cage pollution sources.
6. in order to adapt to the setting of tourism fishing needs, mutually 120 degree of trip each other fishes gallery, and trip fishes gallery flighty and impatient platform in
It is connected, it is pontoon structure that trip, which fishes gallery, and the anti-axial buckling connecting rod between buoyancy column top and center king-post assembly is axis, both sides
It hangs up floating block and sets up railing.
It is an advantage of the invention that it is rational in infrastructure, the present invention is clearly expressed in Figure 12, Figure 13 using known in ocean engineering
Intellectual advantage, Figure 12 express structure compliant type balance, vertical buoyancy rod structure stress advantage are expressed in Figure 13.Entire net
The hard and soft combination of case, just like aforementioned bridgestone (bridgestone) net cage, rubber tube (automotive wheels fret peptide) and steel construction group
Into rigid flexible system system, and early verified in practice the advantages of this rigid flexible system system.In addition, copper mesh of the present invention and modeling
Material net is alternate arrangement, because of the not long fouling organism of copper mesh, can remain that seawater flowing is unobstructed, and is dropped significantly than full copper mesh
Low cost, the breeding way for not draping create the ecological, environmental protective function of condition, particularly this net cage, the lasting hair for cultivation
Exhibition provides a good model.Meanwhile swim and gallery flighty and impatient king-post assembly in is fished to be connected, also it is growing strand fishing tourism
Create a good model.
Description of the drawings
Fig. 1 is floor map of the present invention；
Fig. 2 is H enlarged drawings, describes anchor formula chain link+big pulling force anchor assembly organigram of recommendation；
Fig. 3 is 1-1 sectional views, describes the vertical organigram of the present invention；
Fig. 4 is 2-2 sectional views, is bottom plane schematic diagram of the present invention；
Fig. 5 is A enlarged drawings, and two buoyancy intercolumniations of statement are laid with the elevational schematic view of copper mesh；
Fig. 6 is B enlarged drawings, and two buoyancy intercolumniations of statement are laid with the elevational schematic view of plastics etting；
Fig. 7 is C enlarged drawings, describes top and radially links bar as axis, constructs pontoon bridge floor map；
Fig. 8 is 3-3 sectional views, describes pontoon bridge profile construction schematic diagram；
Fig. 9 is D enlarged drawings, describes assembly top and radially links rod bearing and top and radially links the resistance of bar connecting spring
Buddhist nun's energy consumer schematic diagram；
Figure 10 is E enlarged drawings, is buoyancy column assembly substructure schematic diagram, describes the connection of each component and buoyancy column；
Figure 11 is E enlarged drawings, is buoyancy column assembly substructure and connected components axonometric three-dimensional view；
Figure 12 is F enlarged drawings, describes bottom and radially links bar and the connection of the Epoxy Rebar concrete spider aggravated,
Especially describing bottom, radially linking rod folding is placed in spider, with convenience in transport；
Figure 13 is G enlarged drawings, is that nodular type anchor chain surveys stereogram；
Figure 14 is compliant type balance schematic diagram, it can be seen that external force P makes system generate clockwise moment, but buoyancy F makes system
Anticlockwise moment is generated, makes its reset；
Figure 15 is by ocean current power change schematic diagram with depth structure, it can be seen that column construction stress advantage.
Wherein：1. buoyancy column assembly, 101. column housings, 102. newels, 103. newel upper lift rings, 104. tops are radially
Link rod bearing, 105. 106. notes of buoyancy column pendant ring/draining pipe valve, 107 notes/blow off valve, 108. sediment outflow is met an urgent need electromagnetism
Valve, 109. floating drums note sand ballast cabin, 110. bottom lapping plates, 2. outer 3. outer mooring lines of mooring lifting lug, flighty and impatient king-post is total in 4.
Into, 401. king-post bodies, 402. king-post head covers, 403. king-post decks, 404. king-post breasworks, 405. stair, 406. drag-lines extension
1 type of ring, 407. drag-line link, 2 type, 5. tops radially link bar assembly, and 501. link the body of rod, 502. spring damping energy consumers,
503. cantilever levers, 504. gallery railings, hanging floating block under 505., 506. copper facing sheet metals, 6. bottoms radially link bar assembly,
601. bodies of rod, 602. drag-line hanging ring, 2 type, 603. back flap hinges, 7. peripheral wall copper mesh clothing assemblies, 701. link bar, 702. inclined support bars,
703. mounting ettings found piece, 704. side wall copper mesh clothing, 8. individual layers or double-layer plastic etting assembly, 801. ettings, 802. etting power
Guiding principle, the vertical-shaped strip float of 803. ettings, 9. buoyancy column assembly bottom drawknot cables, the 10. Epoxy Rebar concrete centers aggravated
Disc assembly, 1001. center disk bodies, 1002. drag-line hanging ring, 1 type, 1003. heavy lifting lugs, 11. net cage base copper ettings, 12. draw
2 type of rope, 13. drag-line, 2 type stretcher, 14. drag-line, 1 type, 15. pull rods, 16. appending disks, 17. heavy mooring anchor chains recommend tubercle
Type anchor chain, 1701. anchor tubercles, 1702. connection rings, 18. from mooring anchor or stake, 19. outer mooring anchors or stake, recommend anchor formula chain link+
Big pulling force anchor assembly, 1901. recommend the big pulling force anchor in anchor formula chain link+big pulling force anchor assembly, 1902. recommendation anchor formula chain links+big
Anchor formula chain link in pulling force anchor assembly, 1903. recommend the connection anchor chain in anchor formula chain link+big pulling force anchor assembly.
Specific embodiment
Buoyancy column assembly 1 is completed by land, top radially links bar assembly 5 and bottom radially links building for bar assembly 6
It makes, these are all conventional steel construction operations, but compared with land light-duty steel construction house operation, it is desirable that higher, some components
There is seal requirement, it is desirable that building process should be strictly observed during making, the steel that solderability should be selected good in material selection are welding
Perfect welding procedure should be had by connecing in link, weld seam detection program, and welding personnel should hold qualified welder's certificate, forbid without card or
Rank deficient personnel's welding.
In flighty and impatient king-post assembly 4 be major diameter structure, build will refer to offshore oil single column platform SPAR experiences, can be first
King-post is divided into several sections, every section is pressed the vertical construction of oil tank, then hangs on level frame splicing and then interface with cuing open with crane
Mouth is burn-on.This kind of special construction is built and installation, especially Attention problems feasibility and expense play determinant, therefore, real
Shi Shiying chooses operator, and mount scheme is drafted jointly by operator and design side, and mount scheme influences construction program, very
To construction program is determined, this can refer to offshore oil single column platform SPAR and build experience, and a most simple and feasible method is
The general assembly in dock is opened a sluice gate by it to float into water after general assembly, and then hauling-out dock is up to there are argosy in destination, at present various regions
The Large Ship Dock in depressed place, also promising bridging such as port Zhuhai and Macao bridge construction creates condition for this method.But the present invention considers separately
The non-dock scheme of class, makes the present invention break through installation bottleneck, and specific method is：
1. system is divided into four bulks, first piece be in flighty and impatient king-post 4 and the exacerbation Epoxy Rebar concrete that is placed below
Cartridge assembly 10, second piece is circumferential buoyancy column 1 and peripheral wall etting, and third block is the attachment that can be installed later, including base copper
Net, the 4th piece is anchoring system.
2. the 4th piece of anchoring system is handled first.With crane barge by outer mooring anchor or stake 19 and from 18 sinking of mooring anchor or stake
Enter the seabed position of setting, end hangs up mark floating ball.
3. by king-post 4 flighty and impatient in first piece, and the exacerbation Epoxy Rebar concrete center disc assembly 10 being placed below, two
Person ties up Peng temporarily, so that it may with conventional method transportation by driving or transportation by lighter to installation ground, unlock and tie up Peng temporarily, exacerbation Epoxy Rebar is allowed to mix
Solidifying soil center disc assembly 10 is fallen, and fastens heavy mooring anchor chain 17, and under non-high wind sea situation, they are very steady as independent system
Fixed.
4. second piece of circumferential buoyancy column 1 and peripheral wall etting are also tied up into Peng temporarily, so that it may with conventional method transportation by driving or refute
Installation ground is transported to, unlocks and ties up Peng temporarily, each buoyancy column is unfolded, is reserved " Yishanmen ", i.e. one section of individual layer or double-layer plastic etting
Assembly 8 is not installed first, is fastened respectively with outer mooring line 3 after positioning, herein the note of buoyancy column 1/draining pipe valve 106 and note/row
Tracheae valve 107 can be used to control floading condition.
5. in the case where diver assists, each attachment of third block is installed, including bottom copper mesh, so far, completes Attention problems.
A plurality of heavy anchor chain mode is hung under appending disk of the present invention, it is recommended to use iron can be used in nodular type anchor chain, anchor tubercle
Ore epoxy concrete or the iron work of cast, the catenary anchor mooring of offshore oil drilling ship all using heavy anchor chain mode, can be joined
Their ripe laying experiences are examined, with the nodular type anchor chain of my patented invention, cost can be substantially reduced.
Present invention employs the patents of my multinomial publicity, it is proposed that more thin to understand with reference to related patents during implementation
Section.
Claims (4)
1. mixing the hard and soft combination ultra-large type ecology trip of mooring fishes net cage, it is characterized in that net cage is polygon, each angular vertex is placed
Buoyancy column, buoyancy column setting note/draining pipe valve and note/blow off valve, buoyancy column in pairs, are respectively provided with rigid link up and down,
Center-to-center also adds inclined support bar, and peripheral wall copper mesh clothing is laid on upper and lower strut and inclined support bar, and buoyancy column bottom is note sand ballast
Cabin, ballast tank set electronic sand flash valve, and two buoyancy intercolumniations of rigid link connection are plastics etting, and with manrope buoyancy column by
One connects, and buoyancy column lifting lug connects outer anchoring system, meanwhile, connected between buoyancy column top and center king-post assembly with connecting rod
It connects, base copper net is laid on bottom structure frame, frame center is the Epoxy Rebar concrete spider aggravated, and spider is not with
It is connected less than four drag-lines with center king-post assembly, and passes through and radially link bar and be connected with buoyancy column, the drawing of spider bottom lifting lug
Bar connects appending disk, and a plurality of heavy anchor chain is hung under appending disk, and mutually 120 degree of trip each other is set to fish gallery, and trip fishes gallery in
Flighty and impatient king-post assembly is connected.
2. the hard and soft combination ultra-large type ecology trip of mixing mooring according to claim 1 fishes net cage, it is characterized in that in flighty and impatient tower
If column assembly is divided into dried layer, each interlayer stair link, in the flighty and impatient king-post assembly water surface set floating deck.
3. the hard and soft combination ultra-large type ecology trip of mixing mooring according to claim 1 fishes net cage, it is characterized in that buoyancy column
Between top and center king-post assembly, connected with the connecting rod with spring damping energy consumer.
4. the hard and soft combination ultra-large type ecology trip of mixing mooring according to claim 1 fishes net cage, it is characterized in that setting is mutual
Gallery is fished for 120 degree of trips, trip fishes gallery flighty and impatient platform in be connected, and it is total with buoyancy column top and center king-post that trip, which fishes gallery,
Into connecting rod be axis pontoon bridge, connecting rod both sides hang up floating block, and set up railing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721069308.7U CN207519425U (en) | 2017-08-21 | 2017-08-21 | It mixes the hard and soft combination ultra-large type ecology trip of mooring and fishes net cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721069308.7U CN207519425U (en) | 2017-08-21 | 2017-08-21 | It mixes the hard and soft combination ultra-large type ecology trip of mooring and fishes net cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207519425U true CN207519425U (en) | 2018-06-22 |
Family
ID=62575382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721069308.7U Active CN207519425U (en) | 2017-08-21 | 2017-08-21 | It mixes the hard and soft combination ultra-large type ecology trip of mooring and fishes net cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207519425U (en) |
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2017
- 2017-08-21 CN CN201721069308.7U patent/CN207519425U/en active Active
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Effective date of registration: 20240510 Address after: No. 218 Xinghua East Road, Minle Community, Dongfeng Town, Zhongshan City, Guangdong Province (Residence Application) Patentee after: Zhongshan Wanyou Electronic Technology Co.,Ltd. Country or region after: China Address before: 524057, Room 404, Building 5, Beiyuan, Nanhai West Petroleum Company, Potou District, Zhanjiang City, Guangdong Province Patentee before: ZHANJIANG XINYUTENG OFFSHORE CAGE ENGINEERING CONSULTANT CO.,LTD. Country or region before: China |
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