CN204968927U - Tension leg structure HDPE box with a net that pipe consolidated mixed type is floated from mooring - Google Patents

Tension leg structure HDPE box with a net that pipe consolidated mixed type is floated from mooring Download PDF

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Publication number
CN204968927U
CN204968927U CN201520299344.7U CN201520299344U CN204968927U CN 204968927 U CN204968927 U CN 204968927U CN 201520299344 U CN201520299344 U CN 201520299344U CN 204968927 U CN204968927 U CN 204968927U
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China
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mooring
net cage
suspending weight
weight assembly
assembly
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Expired - Fee Related
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CN201520299344.7U
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Chinese (zh)
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古国维
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China Ocean Engineering (Hainan) Co., Ltd.
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古国维
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

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Abstract

Tension leg structure HDPE box with a net that pipe consolidated mixed type is floated from mooring, float effective aramid fiber area and bind the reinforcement with safe cable, the pipe end headgear connects the steel end cap, the connection ironware of steel end cap and transition mast assembly for the lug high strength bolt be connected, the transition mast assembly cup joints the buoyancy piece, free suspending weight assembly also cup joints the buoyancy piece, free suspending weight assembly articulates on transition mast body link, free suspending weight assembly bottom articulates the heavy aggregate concrete ballast body, main push -towing rope rope is down pricked by the connection hawser system of free suspending weight assembly, main push -towing rope rope below system pricks and prevents swinging the board down, breed and to articulate on the handrail of box with a net with etting upper portion, lower part system pricks on the main push -towing rope is restricted down, the heavy aggregate concrete ballast body that hangs from mooring line one end and free suspending weight assembly links to each other, the other end links to each other with the artifical fishing bank type pouring weight of arranging the mud face in, attach outer mooring simultaneously, the improvement of essence has been done to this patent to traditional HDPE box with a net, both infants and adults like the medicine.

Description

The tension leg structure HDPE net cage of mixed type is reinforced from mooring float tube
Technical field
Reinforce the tension leg structure HDPE net cage of mixed type from mooring float tube, be a kind of new-type environment-friendly type net cage being applicable to the comparatively anxious and unscreened open sea area of ocean current, belong to ocean engineering field.
Technical background
Cage culture is the pith of marine economy, the net cage that the high density polyethylene (HDPE) introduced by Norway is at present called for short HDPE making develops rapidly, in the yellow Bohai Sea, the East Sea, the South Sea, has a large amount of raiser to use, this floating cage made with HDPE material, there is operation interface good, poultry feeders feeding, rejects dead fish, draping clothing, receipts fishes etc. are all very convenient, add that cost is moderate, therefore welcome by fisherman very much, so monopolized cage culture EQUIPMENT MARKET GUIDE from south to north, sum reaches ten thousand mouthfuls, defines huge industrial chain.Although the tube frame of HDPE making at present, by arranging note/drainpipe, can be sunken to certain depth, evading the wave stroke that the water surface is maximum before typhoon, still have following fatal defect from this net cage of practice:
1. be not suitable with the impact of ocean current, just may deform when current speed only reaches 0.257m/s according to observations, when flow velocity reaches 1m/s, body is held in loss 80% cage culture, so just lose the culture resources of a large amount of more high-quality.
2. because this kind of net cage of above-mentioned reason can only use at right up and down inner bay, because raiser swarms in this narrow and small inner bay, cause water quality in gulf very severe, even stinking smell assaulting one's nostrils, fish poor quality, fish disease is many, a most valuable line seascape is lost in coastal city, and this just forces local government in order to city development, has to go by force to drive inner bay cage culture family, but the technical support used because not having open waters, this just makes raiser be in very difficult condition.
3. although the tube frame that made by HDPE of floating type HDPE net cage, by arranging note/drainpipe, submersible in certain depth before typhoon, by strutured lipid can not dive to seabed, resemble to reach dish-like net cage and optimally evade typhoon position.
4. although the tube frame that made by HDPE of floating type HDPE net cage, by arranging note/drainpipe, submersible in certain depth before typhoon, evade the wave stroke that the water surface is maximum, but from this net cage capacity of anti-storm of practice, and desirable like that not as introducing:
A.2011 year by the end of September Lingao, Hainan at the fish culture net cage of open waters, at typhoon " Ni Ge " attack under be annihilated, the only economic loss of three companies nearby 800,000,000.
B.2013 August in year typhoon " especially " blow Yangjiang, Guangdong, cause local net cage to be annihilated.
C.2013 violent typhoon in September in year " Lepus " attacks Fujian Province, and according to Administration of Ocean and Fisheries of Zhangzhou City of Fujian Province statistics, local net cage is annihilated.Cause damage more than 5.6 hundred million yuan.
Cause this Disaster difficulty consequence, it is malfunctioning not to be that someone imputes valve erosion to, and raiser not to construct etc. construable on request, the destruction that this band is of overall importance, and illustrating will from the existing popular floating type HDPE net cage of re-examine structure.
Our research conclusion is: this destruction of overall importance has its source in 1. basis and the disappearances of anchoring system technology, as basic mooring force is too little, does not have supporting elasticity to subtract power and unloads power measure etc.2.HDPE net cage component intensity and rigidity too poor, with regard to intensity, HDPE material is less than prevailing A3 steel 1/10, and elastic modelling quantity is less than 1/200 of steel.3. the stability of entirety is poor too, and knot forms tabular, does once contrasting bright Liao with boats and ships or floating platform, special just more outstanding when net cage size is larger.Basis and anchoring system technology are another Iarge-scale system, should by another special subject study, and this patent is not discussed.
Tension leg type net cage TLC (TensionLegCages, referred to as TLC type net cage) oceanography institute of University Of Hainan anticipatory remark the 6th phase < < fishery modernization > > in 2002 writes articles < and introduces a kind of marine fish farming tension leg net cage > and 2003.2 again write articles in " China Fisheries economy " the inspiration > that < investigates Norway offshore tension leg fish culture in net pen subsequently, author is by the investigation to Norway's seawater cage, tension leg fish culture in net pen is proposed very suitable to China's southeastern coastal areas popularization, advantage author assessment for tension leg net cage is: 1. capacity of anti-storm is stronger.It is introduced, TLC type net cage has lived through the test of the high stormy waves of 11.7m wave, safe and sound.The simpler cost of 2 structure is lower.Tension leg net cage compares with flexible cylindrical and rigidity lowering double-cone net cage, and structure is simpler, thus reduces cost.
But domesticly do not introduce TLC net cage so far, reason fails, by economic measures, to solve the reliable anchorage problem of high withdrawal resistance of balance tension.The knowledge that inventor herein builds based on offshore platform and experience, propose a difficult problem for the reliable anchoring of high withdrawal resistance solving balance tension, and grind create series economic and practical, the tension leg type net cage of strong operability, in this patent by above-mentioned for reasonable combination technology, seek a kind of safer, more reliable, Anti-Typhoon, be applicable to the novel HDPE net cage in the comparatively anxious and unobstructed open sea area of ocean current, particularly do not rely on water filling to sink these technical measures, can resist strenuously live typhoon by net cage system, it is deep-water netted case resisting wind and wave truly, simultaneously in this patent will first in the world, the innovation scheme be combined with additional mooring from mooring is proposed, this tension leg type net cage for excellent performance is applied, for the HDPE enterprise forming huge industrial chain, can continue plays a role is far reaching.
Bibliography
1. [1] " research and development of China's deep-sea wind wave resistance engineering " Inst of Huanghai Sea Marine Products, Chinese Academy of Aquatic Product Science customs director great waves, Lin Defang, Huang Bin, Huang Wen Strong
2. [2] " can with the tension leg type deep water mesh cage of the fluctuation in stage heave " patent No. 201320095246.2 inventor: ancient country dimension patentee: ancient country ties up
3. [3] " tension leg type deep water mesh cage of band surface operations platform " patent No.: ZL201320111630.7 inventor: ancient country dimension patentee: ancient country ties up
4. [4] " air bag regulate buoyancy can with the flexible structure tension leg type deep water mesh cage of fluctuation in stage heave " patent No. ZL201320623481.2 inventor: ancient country dimension patentee: ancient country ties up
5. [5] " the anti-floating type tension leg structure HDPE net cage swinging plate of band " patent No.: ZL201420225823.X inventor: ancient country dimension patentee: ancient country ties up
5. [6] " free suspending weight is anti-swings plate floating type belt tension leg Structure Quasi flexible environment friendly type HDPE net cage " patent No.: ZL201420268075.3 inventor: ancient country dimension patentee: ancient country ties up
Summary of the invention
In order to break through the limitation of conventional floating type HDPE net cage, seek a kind of safety, reliably, be applicable to the novel net cage in the comparatively anxious and unscreened open sea area of ocean current, particularly do not rely on water filling to sink these technical measures, by net cage system ability, do not sink also can resist live typhoon as oil platform, just must authorize based on series Tensile leg formula net cage patented technology by the present inventor, many-side is transformed HDPE net cage, utilize production equipment and the equipment of conventional H DPE net cage, the HDPE making the whole nation be worth 10,000,000,000 obtains newborn, for this reason, the technical solution of the utility model is:
1. conventional H DPE Net-cage frame is only changed in corner, two or single float tube termination point casing is connected to the ironware steel plug of connection, the connection ironware of pipe end steel plug is connected with transition mast assembly hanger high-strength bolt, connection ironware and the transition mast hanger intermediate course of pipe end steel plug place the pad that consumes energy, the conversion cylinder of transition mast assembly is made by thick walled steel tube, lower end socket buoyant mass, free suspending weight assembly is also socketed buoyant mass, free suspending weight assembly is articulated on conversion cylinder link, heavy concrete ballast carrier is mounted bottom free suspending weight assembly, the skeleton that two with HDPE like this or single float tube makes, transition mast assembly socket buoyant mass, the buoyant mass of free suspending weight assembly socket together, constitute structure centre of buoyancy upper, center of gravity under, there is the tension leg type structure of permanent stability and unconditional balance.
2. the connection cable of free suspending weight assembly fastens lower main push-towing rope rope, another hawser preventing swinging plate for stretch-draw is fastened below lower main push-towing rope rope, at this moment hawser is prevented by stretch-draw swinging plate, anti-swing plate composite material skin or curtain is made, prevent swinging the buoyant mass of establishing the plastic foam material of perforate in the middle of plate, breeding net clothing top is articulated on the handrail of net cage, and bottom fastens on lower main push-towing rope rope.
3. the heavy concrete ballast carrier hung with free suspending weight assembly from mooring line one end is connected, the other end is connected with the artificial fishing bank type pouring weight being placed in mud face, people work Fishing reef type pouring weight feature is: one. build is slightly high, in order to high mud extraction face, two. be provided with hole, adapt to hitting a submerged reef property of fish, double interblock length of warping winch is that tensioning state is as the criterion with high tide level, namely put down, between low tide pouring weight, cable is lax, like this, net cage just can with fluctuation in stage heave, and have from mooring property, namely outer mooring is not had can to survive in high sea yet, in order under extreme conditions survive, the outer mooring of affix, namely another mooring line one is bound on transition mast assembly hanger, other end is bound in outer anchoring system, as in float-type anchoring system, corresponding auxiliary mooring line, one is bound in free suspending weight assembly, other end is bound on mooring line.
4. change cylinder to be used as to adjust pouring weight inserted link simultaneously, by tune pouring weight, net cage floading condition is finely tuned, load if desired and adjust pouring weight to make net cage sink, hang over when floating to load to adjust on pouring weight suspension hook and sling, realize manual type sink-float.
5. change between cylinder and be interconnected with hawser rope, like this, just constitute the buoyancy pillar net cage of the own granted patent of the present inventor.Therefore or safety etting is bound on hawser rope simultaneously, realizes the duplicate protection to etting, can imagine that the skeleton that the two or single float tube of HDPE makes all damages, etting and cultivation fish are still in buoyancy pillar net cage state, and, mixed type is exactly this indignant thought.
6. in view of HDPE material intensity difference, for safety reasons, float tube aramid belt and safety cable bundle and reinforce.
This patent application ocean engineering technology that is ripe, reliable, extensively successful Application; for raiser provide a rational in infrastructure, operation interface good, economical and practical ecological environment-friendly type net cage; from the innovative design of mooring; net cage is made not have outer mooring also can survive in high sea; after adding upper outside mooring, mooring safety is just higher, is combined with placement artificial fishing bank from mooring; more be conducive to playing the anti-environmental-protection function swinging plate, the safety of protection breeding water body.These outstanding advantages, will become and march deep-sea, benefit fisherman, the reliable equipment of protection of the environment.
Accompanying drawing explanation
Fig. 1 is the vertical schematic diagram of the utility model structure;
Fig. 2 is the utility model structural plan schematic diagram;
Fig. 3 is A enlarged drawing, represents that each parts of corner point connect floor map;
Fig. 4 is 1--1 cutaway view, represents that each parts of corner point connect axonometric three-dimensional view;
Fig. 5 is B enlarged drawing, represents the connection ironware of two or single float tube termination socket steel plug, with transition mast assembly hanger high-strength bolt connection diagram;
Fig. 6 is transition mast assembly hanger drawing, particularly illustrates the different of notch and conventional connecting plate, realizes slidable function between two connecting plates;
Fig. 7 is the connection ironware drawing of float tube termination socket steel plug, particularly illustrates the different of notch and conventional connecting plate, realizes slidable function between two connecting plates;
Fig. 8 is 2--2 cutaway view, particularly illustrates high-strength bolt power consumption connection diagram;
Fig. 9 is E enlarged drawing, represents the suspension ring axonometric three-dimensional view of free suspending weight assembly;
Figure 10 is that float tube aramid belt and safety cable bundle and reinforce axle and survey schematic perspective view;
Figure 11 is C enlarged drawing, represents float tube HDPE sleeve axonometric three-dimensional view;
Figure 12 is D enlarged drawing, represents float tube steel sleeve axonometric three-dimensional view;
Figure 13 is that the anti-board plane that swings arranges schematic diagram;
Figure 14 is that the anti-plate that swings connects axonometric three-dimensional view, describes especially and prevents swinging plate drawknot cable and the method for attachment of free suspending weight assembly connection cable;
Figure 15 prevents swinging plate central authorities floating block axonometric three-dimensional view;
Figure 16 adjusts pouring weight scheme of installation;
Figure 17 adjusts pouring weight axonometric three-dimensional view, notes adjusting pouring weight side to establish suspension hook, is convenient to the manual heave of net cage.
Wherein: 1.HDPE float tube, 101. plastic foam material, 102. safety cable, 2. fragrant human relations reinforcing band, 2.HDPE float tube end steel plug assembly, 201. steel clamp plates, 202. connecting plate, 203. connecting plate stiffeners, 204. arc long rabbets, 3.HDPE float tube sleeve assembly, 301.HDPE sleeve, 302. sleeves link pipe, 303. railing post seats, 304. railing post seat stiffeners, 4. free suspending weight assembly, 401. free suspending weight bars, 402. additional buoyancy blocks, 403 suspension ring, 404 connect short hawser, 405. heavy concrete ballast carriers, 406. ballast carrier end face suspension hooks, 407. ballast carrier bottom surface suspension hooks, 408. artificial fishing bank type pouring weights, 409. hole, 410. from mooring line, 5. transition mast assembly, 501. conversion cylinders, 502. transition mast links, 503. chock, 504. transition mast additional buoyancy blocks, 505. adjust pouring weight, 506. adjust pouring weight through hole, 507. adjust pouring weight suspension hook, 6. plug-in type railing post, 7. handrail tube, 8. descend main push-towing rope rope, 9. main hanger assembly, 901. shackle plate, 902. add Strong ring, 903. loser, 10. etting, 11. mooring lines, 12. prevent swinging plate drawknot cable, 13. prevent swinging plate assembly, what 1301. composite material skin or curtain were made anti-ly swings plate, the 1302. anti-plates that swing connect keyhole, 1303. drawknot rope, the anti-of 1304. perforates swings plate floating block, 1305 prevent swinging plate drawknot cable joining shackle, 14. high-strength bolts, 15. power consumption pads.
Embodiment
Because the utility model skeleton has followed the essential structure of traditional HDPE, just four corners has infiltrated steel construction, but owing to being routine work, adds that clear explanation done again by drawing, as long as conscientious construction in line with the drawings, but should pay close attention to:
1. the making of hanger class: as main hanger assembly 9, float tube end steel plug assembly 2, this kind of member stress is large, damages impact large, in Offshore Engineering Components classification, belong to special class and a class, postwelding will do ultrasonic examination inspection, net cage makes and limit by cost, can not apply mechanically ocean engineering requirement, but following requirement is reasonable, feasible, should strictly observe in making:
Strictly observe building process, Material selec-tion should select the steel that solderability is good, welding link should have perfect welding procedure, weld seam detection program, and welding personnel should hold qualified welder's certificate, forbids without card or rank deficient personnel welding.
2. the utility model has introduced Modern Steel Structure antidetonation and the dissipation energy hinge technology developed, when effect is load accidental peak value, consumed the energy of input by friction energy-dissipating pad, effect size depends on power consumption pad quality, and the existing special rubber of viscoplasticity can for selecting at present, another factor of effect size is frictional force size, because frictional force is that pressure at right angle takes advantage of coefficient of friction, therefore, enough large pressure at right angle be had, be exactly here the fastening force of bolt, therefore require:
A. select qualified high-strength bolt, according to connecting plate bearing capacity, select the adaptive diameter of bolt.
B. the special spanner of high-strength bolt tightens nut, makes bolt produce huge and in check pretension.
What here we adopted is high-strength bolt pressure-bearing type, be intended that under the effect of peaking wave power, after having consumed power consumption pad completely by friction, dissipation energy hinge becomes simple hinge, connector is allowed to slide along groove, Here it is shackle plate and connect the reason that ironware will make straight elongated slot or arc elongated slot, also makes cage structure have by this way quasi-flexible, prevents its unstability.
3. the anticorrosion as structure has kinds of schemes available, and can be required to determine by service life and owner, because main body is HDPE material, steel beam column is few, is the most simple and effective way with suitably thickening.
After completing each structure manufacture by land, can proceed to the Attention problems stage, its program is:
1. install additional buoyancy block 504 at transition mast cover before descending water, buoyant mass is market commercialisation product, and market is bought.
2. first install outer anchoring system at assigned address, fasten mooring line 11, cable-end fastens mark ball float;
3. the utility model has taken into full account the operability of Attention problems, novel net cage drags emersion sea as HDPE, heavy concrete ballast carrier 405, bottom suspension hook, mount one or lineup's work fishing bank type pouring weight again, after release position, the short hawser 404 of connection of free suspending weight assembly, through transition mast chock 503, hang on transition mast link again, then hang or push water, each hawser is fastened under diver assists, fasten etting, so far Attention problems work is completed, note it being suspension hook bottom pouring weight 405, mount one or lineup's work fishing bank type pouring weight again, cable is long to be controlled except being tensioning state except high tide level, flat, between low tide two concrete ballast body, cable is lax.
To point out that artificial fishing bank type pouring weight can replace with building waste especially, with more environmental protection and saving.
Find out that from above Attention problems is similar with HDPE net cage, but the utility model can rise and fall, with fluctuation in stage heave, self-stabilization, multiple protective, mooring is more reliable, and ecological, environmental protective is economical and practical, is a desirable deep water mesh cage.

Claims (5)

1. the tension leg structure HDPE net cage of mixed type is reinforced from mooring float tube, it is characterized in that float tube termination point casing is connected on the steel plug of connection ironware, the connection ironware of pipe end steel plug is connected with transition mast assembly hanger high-strength bolt, connection ironware and the transition mast hanger intermediate course of pipe end steel plug place the pad that consumes energy, the conversion cylinder of transition mast assembly is made by thick walled steel tube, lower end socket buoyant mass, free suspending weight assembly is also socketed buoyant mass, free suspending weight assembly is articulated on conversion cylinder link, heavy concrete ballast carrier is mounted bottom free suspending weight assembly, the connection cable of free suspending weight assembly fastens lower main push-towing rope rope, fasten below lower main push-towing rope rope and prevent swinging for stretch-draw the heavy concrete ballast carrier that plate hangs with free suspending weight assembly from mooring line one end and be connected, the other end is connected with the artificial fishing bank type pouring weight being placed in mud face.
2. the tension leg structure HDPE net cage reinforcing mixed type from mooring float tube according to claim 1, it is characterized in that the connection cable of free suspending weight assembly fastens lower main push-towing rope rope, another hawser preventing swinging plate for stretch-draw is fastened below lower main push-towing rope rope, at this moment hawser is prevented by stretch-draw swinging plate, anti-swing plate composite material skin or curtain is made, prevent swinging the buoyant mass of establishing the plastic foam material of perforate in the middle of plate, breeding net clothing top is articulated on the handrail of net cage, and bottom fastens on lower main push-towing rope rope.
3. the tension leg structure HDPE net cage reinforcing mixed type from mooring float tube according to claim 1, it is characterized in that the heavy concrete ballast carrier hung with free suspending weight assembly from mooring line one end is connected, the other end is connected with the artificial fishing bank type pouring weight being placed in mud face, double interblock length of warping winch is that tensioning state is as the criterion with high tide level, namely put down, between low tide pouring weight, cable is lax, the mooring line one of additional outer mooring is bound on transition mast assembly hanger, other end is bound in outer anchoring system, corresponding auxiliary mooring line, one is bound in free suspending weight assembly, other end is bound on mooring line.
4. the tension leg structure HDPE net cage reinforcing mixed type from mooring float tube according to claim 1, it is characterized in that being interconnected by safety cable between conversion cylinder, etting is bound in safety cable simultaneously.
5. the tension leg structure HDPE net cage reinforcing mixed type from mooring float tube according to claim 1, is characterized in that float tube aramid belt and safety cable bundle and reinforces.
CN201520299344.7U 2015-05-11 2015-05-11 Tension leg structure HDPE box with a net that pipe consolidated mixed type is floated from mooring Expired - Fee Related CN204968927U (en)

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CN201520299344.7U CN204968927U (en) 2015-05-11 2015-05-11 Tension leg structure HDPE box with a net that pipe consolidated mixed type is floated from mooring

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108260552A (en) * 2018-03-29 2018-07-10 上海海洋大学 A kind of novel self-powered Deep sea net cage cultivation comprehensive platform

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108260552A (en) * 2018-03-29 2018-07-10 上海海洋大学 A kind of novel self-powered Deep sea net cage cultivation comprehensive platform
CN108260552B (en) * 2018-03-29 2023-08-11 上海海洋大学 Novel self-powered deep sea cage culture comprehensive platform

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Address before: 510260 Guangdong city of Guangzhou province Haizhuqu District Xingang West Tsui discovery Graceland home A-601

Patentee before: Gu Guowei

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