CN103430878B - Upright pile for surrounding cultivation net - Google Patents
Upright pile for surrounding cultivation net Download PDFInfo
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- CN103430878B CN103430878B CN201310347972.3A CN201310347972A CN103430878B CN 103430878 B CN103430878 B CN 103430878B CN 201310347972 A CN201310347972 A CN 201310347972A CN 103430878 B CN103430878 B CN 103430878B
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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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- Piles And Underground Anchors (AREA)
Abstract
The invention relates to an upright pile for surrounding a cultivation net. The upright pile utilizes a reinforced concrete upright column and is characterized by utilizing a combined structure consisting of a reinforced concrete upright pier, the reinforced concrete upright column, upright pile arm frames, an upright pile pulling rope and an upright pile hanging net force headrope; as to the reinforced concrete upright column, the outer diameter is 50cm, the length is 21m and the wall thickness is 10cm; anti-fouling paint for ships is painted on the outer surface of the reinforced concrete column, and an upright pier is arranged at the upper end of the reinforced concrete upright column; cylindrical nylon rods are utilized as the upright pile arm frames; a high-strength polyethylene monofilament rope passes through a PVC (polyvinyl chloride) coating canvas pipe to form the upright pile hanging net force headrope; the upright pile hanging net force headrope and the upright pile arm frames are fixed; the upright pile arm frames are arranged at intervals of 2.5m from a 2.5m-position from the top end of the reinforced concrete upright column; an ultra-high-strength rope is taken as the upright pile pulling rope for connecting the reinforced concrete upright column, the upright pile hanging net force headrope and the upright pile arm frames, all connection parts are bound sequentially, and the upright pile for surrounding the cultivation net is obtained.
Description
Technical field
The present invention relates to culturing net and enclose technical field, especially culturing net encloses stand column pile.
Background technology
It is the important component part that culturing net encloses that culturing net encloses stand column pile, it culturing net enclose in engineering play support etting, firm net surrounds type and the important function such as warning dealing ship.Because of custom or the difference such as region, net encloses stand column pile and encloses pole also referred to as net or net encloses column.Existing culturing net encloses stand column pile and uses the single structure such as bamboo pole or rough surface armored concrete post, and the off line stand column pile fracture lodging accident of enclosing of bad weather happens occasionally.Existing culturing net encloses and is directly strapped in the stake of shaggy armored concrete post by etting.Net encloses stand column pile, net purse seine clothing and net and encloses rete cord in breeding process, all very easily grow aufwuch (as barnacle, oyster and mussel etc.), culturing net purse seine clothing and net enclose continued wear between stand column pile and aufwuch thereof and cut, very easily there is net purse seine clothing worn-off fish and escape accident, cause heavy losses to lake Area.Gall once there is net purse seine clothing, the net culture in enclosure people or breeding enterprise can only take draping measure, and it is very high that net encloses draping integrated cost.Culturing net encloses draping and easily causes lake Area fish emergency reaction, causes cultured fishes to be escaped, affects the growth of cultured fishes normal growth, affects lake Area cost and benefit.Enclose in evolution at aquaculture net and exposed a lot of long-term unsolved technical barrier, as net enclose stand column pile fracture lodging problem, net enclose stand column pile and directly contact continued wear problem between aufwuch with net purse seine clothing, net enclose water body inside and outside overall wind wave resistance stream ability problem, net purse seine clothing exchange freely problem, net enclose bottom fish escape problem and the large problem of net rope net raw materials consumption etc., had a strong impact on lake Area safety.
Summary of the invention
The present invention needs the problem solved to be to provide the stand column pile that culturing net encloses, effectively realize the isolation between Culture pure seine stand column pile and net purse seine clothing, directly contact to prevent Culture pure seine stand column pile and aufwuch thereof and the net purse seine clothing that weares and teares, enclose draping number of times to reduce net, reduce net and enclose and execute raw materials consumption, improve net and enclose column combination property, increase lake Area benefit, improve net and enclose installation security.
Technical scheme of the present invention adopts reinforced concrete upright column, channel-section steel, nylon rod, PVC enameling duck, the strong rope of superelevation, anti-fouling paint peculiar to vessel, high-strength polythene filament, it is characterized in that the stand column pile that culturing net encloses adopts " reinforced concrete upright column pier+reinforced concrete upright column+stand column pile jib+stand column pile pull rope+stand column pile linked network manrope " fabricated structure; First with twisting machine, the high-strength polythene filament of 72 diameter 0.2mm, fracture strength 7.34g/D is processed into a high-strength polythene filament rope yarn by the twist of 66 twists/m, then processing 155 high-strength polythene filament rope yarns in the same way; Then with stranding machine, 52 high-strength polythene filament rope yarns are processed a high-strength polythene filament rope strand by the special hierarchy of the 1st layer of rope yarn, the 2nd layer of rope yarn and wire rope core, the high-strength polythene filament rope yarn radical in the 1st layer of rope yarn, the 2nd layer of rope yarn and wire rope core is respectively 27,17 and 8; The high-strength polythene filament rope strand processing stock lay pitch is 88.4mm; Process two high-strength polythene filament rope strands in the same way again; Then with rope machine, the rope lay pitch of three high-strength polythene filament rope strand 95.2mm is processed into the high-strength polythene filament rope that a nominal diameter is 34mm; The smooth surface PVC enameling duck pipe of a caliber 38mm, length 11m is processed with smooth surface PVC enameling duck; Be 34mm by a nominal diameter, the high-strength polythene filament rope of length 11m is applied in above-mentioned smooth surface PVC enameling duck pipe, obtain the stand column pile linked network manrope of a root table surface cover canvas duct; Process the cylindrical nylon rod of a diameter 7cm, length 1.2m, the smooth circular hole of a diameter 39mm is made a call to perpendicular to cylindrical nylon rod axial line at the 5.45cm place, one end of distance cylindrical nylon rod, again smooth hemispherical is processed on the cylindrical nylon rod top outside smooth circular hole, and the other end of cylindrical nylon rod does not carry out any processing, this just obtains a root post stake jib; Process four root post stake jibs by identical method, five root post stake jib length are 1.2m; Reinforced concrete upright column is hollow cylindrical, reinforced concrete upright column external diameter 50cm, length 21m, wall thickness 10cm, and reinforced concrete upright column dries after solidifying rear column stake outer surface brushing anti-fouling paint peculiar to vessel; From distance 2.5m place, reinforced concrete upright column top, perpendicular to column axial line, one root post stake jib is installed every 2.5m in the plane being positioned at reinforced concrete upright column homonymy when reinforced concrete upright column is cast, the length exposing to reinforced concrete upright column outer column stake jib punching end is 76cm, and the stand column pile jib length be cast in reinforced concrete upright column is 44cm; Five root post stake jib Smooth circular hole axial lines after installation overlap; From reinforced concrete upright column top, five root post stake jibs after installation are referred to as the 1st root post stake jib, the 2nd root post stake jib, the 3rd root post stake jib, the 4th root post stake jib and the 5th root post stake jib; The reinforced concrete upright column pier of a hollow cylindrical is cast, internal diameter 30cm, the external diameter 100cm of reinforced concrete upright column pier, height 50cm on reinforced concrete upright column top; Straining bundle after stand column pile linked network manrope being penetrated in turn the 1st root post stake jib, the 2nd root post stake jib, the 3rd root post stake jib, the 4th root post stake jib and the 5th root post stake jib Smooth circular hole ties up fixing, and fasten between stand column pile linked network manrope and stand column pile jib Smooth circular hole with nylon cable tie, such stand column pile linked network manrope is just tightly fixed on stand column pile jib; Soak with a nominal diameter 14mm, anti-fouling paint peculiar to vessel and dry the strong rope of the superelevation after process as connecting reinforcement concrete column, stand column pile linked network manrope and stand column pile jib stand column pile pull rope; First the two fast knot in one end of stand column pile pull rope is pricked the junction tied up at the 1st root post stake jib and reinforced concrete upright column; Then strain stand column pile pull rope and to prick in the junction of the 2nd root post stake jib and stand column pile linked network manrope with nylon cable tie and tie up stand column pile pull rope, stand column pile linked network manrope and stand column pile jib; Strain stand column pile pull rope to the junction of the 3rd root post stake jib and reinforced concrete upright column again to enclose the two fast knot of rear use around reinforced concrete upright column two and prick and tie up reinforced concrete upright column and the 3rd root post stake jib; Then strain stand column pile pull rope and to prick in the junction of the 4th root post stake jib and stand column pile linked network manrope with nylon cable tie and tie up stand column pile pull rope, stand column pile linked network manrope and stand column pile jib; Finally strain stand column pile pull rope to the junction of the 5th root post stake jib and reinforced concrete upright column to enclose rear use pair fast knot around reinforced concrete upright column three and prick and tie up reinforced concrete upright column and the 5th root post stake jib, this just obtains the stand column pile that culturing net encloses; The stand column pile that every root culturing net encloses squeezes into 8.5m under seabed by position location, connects between adjacent two root post stake top reinforced concrete upright column piers with channel-section steel.
Outstanding feature of the present invention has formulated the reinforced concrete upright column of a kind of external diameter 50cm, length 21m, the thick 10cm of arm, and it can resist the attack of 12 grades of typhoons in lake Area engineering, improves the wind wave resistance fluidity energy that culturing net encloses; Stand column pile jib adopts nylon rod processing and fabricating, mechanical property and anti-seawater corrosion performance with the obvious advantage, evaded the common steel component in prior art field seawater corrosion risk in purse seine engineering; Stand column pile jib front portion is processed into smooth hemispherical top and is avoided contact wear between cylindrical tip sharp corners and purse seine Lecideales pin; The present invention applies the high-strength polythene filament rope performance brilliance that special gang rope technique (comprising special hierarchy, rope twist per unit, the stock lay pitch and the rope lay pitch etc.) creates on the basis of a large amount of unconventional test, the ultimate strength of this rope is up to 136.5kN, 16% is improved compared with the polyethylene rope high-class product index of equivalent diameter in GB/T18674 standard, improve the performance of follow-up stand column pile linked network manrope product, reduce the material consumption of wearproof net stand column pile equipment, improve the combination property that culturing net encloses; Overcoat smooth surface PVC enameling duck pipe in stand column pile linked network manrope, both the mechanical property of stand column pile linked network manrope had been added, effectively can prevent again the direct attachment of marine fouling organism on stand column pile linked network manrope rope, effectively prevent the direct contact wear of stand column pile linked network manrope rope and net purse seine clothing; A nominal diameter 14mm, anti-fouling paint peculiar to vessel soak and dry the strong rope of the superelevation after process and be used as stand column pile pull rope by the present invention, substantially increase antifouling property and the mechanical property of stand column pile pull rope, reduce the material consumption of stand column pile equipment, effectively prevent the attachment of marine fouling organism on stand column pile pull rope, marine fouling organism (as barnacle, oyster and the mussel etc.) cutting between sharp corners and net purse seine clothing that effectively prevent attachment is worn and torn.Compared with prior art, present invention, avoiding the defect of the direct connection of prior art net purse seine clothing on reinforced concrete upright column, reinforced concrete upright column and net purse seine clothing are spatially effectively isolated, effectively prevent reinforced concrete upright column directly to contact and the etting that weares and teares, solve culturing net to enclose stand column pile and directly contact continued wear between aufwuch with culturing net purse seine clothing, decrease culturing net and enclose draping number of times, reduce material consumption successful, it is very convenient when net purse seine clothing is installed, pass through netting twine, vertical vertical guiding principle on nylon cable tie and net purse seine clothing just can realize vertically standing the connection between guiding principle and stand column pile linked network manrope, net purse seine clothing is arranged in stand column pile linked network manrope, wind wave resistance stream successful, add culturing net and enclose benefit, improve culturing net and enclose installation security, promote the sustainable development that culturing net encloses.
Accompanying drawing explanation
What Fig. 1 represented is stand column pile jib schematic diagram.
What Fig. 2 represented is the stand column pile structural representation that culturing net encloses.
Embodiment
Illustrate below in conjunction with accompanying drawing and implement best way of the present invention:
The present invention adopts reinforced concrete upright column, channel-section steel, nylon rod, PVC enameling duck, the strong rope of superelevation, anti-fouling paint peculiar to vessel, high-strength polythene filament (hereinafter referred to as HSPE monofilament), and stand column pile adopts " reinforced concrete upright column pier+reinforced concrete upright column+stand column pile jib+stand column pile pull rope+stand column pile linked network manrope " fabricated structure; First with twisting machine (steel ring twisting machine as large in NX30/90), the HSPE monofilament of 72 diameter 0.2mm, fracture strength 7.34g/D is processed into a HSPE monofilament rope yarn by the twist of 66 twists/m, then processing 155 HSPE monofilament rope yarns in the same way; Then with stranding machine (as ZG8 stranding machine), 52 HSPE monofilament rope yarns are processed a HSPE monofilament rope strand by the special hierarchy of the 1st layer of rope yarn, the 2nd layer of rope yarn and wire rope core, the HSPE monofilament rope yarn radical in the 1st layer of rope yarn, the 2nd layer of rope yarn and wire rope core is respectively 27,17 and 8; The processing of HSPE monofilament rope strand is 88.4mm by the special stock lay pitch, then processes two HSPE monofilament rope strands in the same way; Then with rope machine (as ZS12 rope machine), the special rope lay pitch of three HSPE monofilament rope strand 95.2mm is processed into the HSPE monofilament rope that a nominal diameter is 34mm.The smooth surface PVC enameling duck pipe of a caliber 38mm, length 11m is processed with smooth surface PVC enameling duck (as the smooth surface PVC enameling duck that Lu Fan group produces), be 34mm by a nominal diameter, the HSPE monofilament rope of length 11m is applied in above-mentioned caliber 38mm smooth surface PVC enameling duck pipe to obtain the stand column pile linked network manrope (5 in Fig. 2) of a root table surface cover canvas duct, first process a diameter 7cm, the cylindrical nylon rod of length 1.2m, then the smooth circular hole (21 in Fig. 1) of a diameter 39mm is made a call at the 5.45cm place, one end of distance cylindrical nylon rod perpendicular to cylindrical nylon rod axial line, again smooth hemispherical top (22 in Fig. 1) is processed on the 3.5cm elongated cylindrical nylon rod top of the right side of smooth circular hole (namely in Fig. 1) outside smooth circular hole, the spherical radius on hemispherical top is 3.5cm, and the other end of cylindrical nylon rod (23 in Fig. 1) does not carry out any processing, this just obtains a root post stake jib (Fig. 1), process four root post stake jibs by identical method, five root post stake jib length are 1.2m.Reinforced concrete upright column (2 in Fig. 2) is hollow cylindrical, reinforced concrete upright column external diameter 50cm, length 21m, wall thickness 10cm, cast by land with reinforcing bar, concrete and form, reinforced concrete upright column dries after solidifying rear column stake outer surface brushing anti-fouling paint peculiar to vessel; From distance 2.5m place, reinforced concrete upright column top, perpendicular to column axial line, one root post stake jib is installed every 2.5m in the plane being positioned at reinforced concrete upright column homonymy when reinforced concrete upright column is cast, the length exposing to reinforced concrete upright column outer column stake jib punching end is 76cm, and the stand column pile jib length be cast in reinforced concrete upright column is 44cm; Five root post stake jib Smooth circular hole axial lines after installation overlap; Five root post stake jibs after installing from reinforced concrete upright column top are referred to as the 1st root post stake jib (3 in Fig. 2), the 2nd root post stake jib (6 in Fig. 2), the 3rd root post stake jib (7 in Fig. 2), the 4th root post stake jib (8 in Fig. 2) and the 5th root post stake jib (9 in Fig. 2); The reinforced concrete upright column pier (1 in Fig. 2) of a hollow cylindrical is cast, internal diameter 30cm, the external diameter 100cm of reinforced concrete upright column pier, height 50cm on reinforced concrete upright column top.Straining bundle after stand column pile linked network manrope (5 in Fig. 2) being penetrated in turn the 1st root post stake jib, the 2nd root post stake jib, the 3rd root post stake jib, the 4th root post stake jib and the 5th root post stake jib Smooth circular hole ties up fixing, and fasten between stand column pile linked network manrope and stand column pile jib Smooth circular hole with nylon cable tie, such stand column pile linked network manrope is just tightly fixed on stand column pile jib.Soak with a nominal diameter 14mm, anti-fouling paint peculiar to vessel and dry the strong rope of the superelevation after process (as the super-macromolecule polyethylene rope that Aidi High Molecular Material Co., Ltd., Shandong produces) as connecting reinforcement concrete column, stand column pile linked network manrope and stand column pile jib stand column pile pull rope (4 in Fig. 2); First the two fast knot in one end of stand column pile pull rope is pricked the junction tied up at the 1st root post stake jib and reinforced concrete upright column; Then strain stand column pile pull rope and to prick in the junction of the 2nd root post stake jib and stand column pile linked network manrope with nylon cable tie and tie up stand column pile pull rope, stand column pile linked network manrope and stand column pile jib; Strain stand column pile pull rope to the junction of the 3rd root post stake jib and reinforced concrete upright column again to enclose the two fast knot of rear use around reinforced concrete upright column two and prick and tie up reinforced concrete upright column and the 3rd root post stake jib; Then strain stand column pile pull rope and to prick in the junction of the 4th root post stake jib and stand column pile linked network manrope with nylon cable tie and tie up stand column pile pull rope, stand column pile linked network manrope and stand column pile jib; Finally strain stand column pile pull rope to the junction of the 5th root post stake jib and reinforced concrete upright column to enclose rear use pair fast knot around reinforced concrete upright column three and prick and tie up reinforced concrete upright column and the 5th root post stake jib; Reinforced concrete upright column, stand column pile linked network manrope and stand column pile jib just effectively couple together by such stand column pile pull rope, not only increased the steadiness of stand column pile jib, but also the bonding strength strengthened between stand column pile linked network manrope and reinforced concrete upright column, this just obtains the stand column pile (Fig. 2) that culturing net encloses.Every root culturing net encloses stand column pile pile driving barge and squeezes into 8.5m under seabed by position location, connects between adjacent two root post stake top reinforced concrete upright column piers with channel-section steel.
Claims (1)
1. the culturing net stand column pile of enclosing, adopt reinforced concrete upright column, channel-section steel, nylon rod, PVC enameling duck, the strong rope of superelevation, anti-fouling paint peculiar to vessel, high-strength polythene filament to make, it is characterized in that the stand column pile that culturing net encloses adopts " reinforced concrete upright column pier+reinforced concrete upright column+stand column pile jib+stand column pile pull rope+stand column pile linked network manrope " fabricated structure; First with twisting machine, the high-strength polythene filament of 72 diameter 0.2mm, fracture strength 7.34g/D is processed into a high-strength polythene filament rope yarn by the twist of 66 twists/m, then processing 155 high-strength polythene filament rope yarns in the same way; Then with stranding machine, 52 high-strength polythene filament rope yarns are processed a high-strength polythene filament rope strand by the special hierarchy of the 1st layer of rope yarn, the 2nd layer of rope yarn and wire rope core, the high-strength polythene filament rope yarn radical in the 1st layer of rope yarn, the 2nd layer of rope yarn and wire rope core is respectively 27,17 and 8; The high-strength polythene filament rope strand processing stock lay pitch is 88.4mm; Process two high-strength polythene filament rope strands in the same way again; Then with rope machine, the rope lay pitch of three high-strength polythene filament rope strand 95.2mm is processed into the high-strength polythene filament rope that a nominal diameter is 34mm; The smooth surface PVC enameling duck pipe of a caliber 38mm, length 11m is processed with smooth surface PVC enameling duck; Be 34mm by a nominal diameter, the high-strength polythene filament rope of length 11m is applied in above-mentioned smooth surface PVC enameling duck pipe, obtain the stand column pile linked network manrope of a root table surface cover canvas duct; Process the cylindrical nylon rod of a diameter 7cm, length 1.2m, the smooth circular hole of a diameter 39mm is made a call to perpendicular to cylindrical nylon rod axial line at the 5.45cm place, one end of distance cylindrical nylon rod, again smooth hemispherical is processed on the cylindrical nylon rod top outside smooth circular hole, and the other end of cylindrical nylon rod does not carry out any processing, this just obtains a root post stake jib; Process four root post stake jibs by identical method, five root post stake jib length are 1.2m; Reinforced concrete upright column is hollow cylindrical, reinforced concrete upright column external diameter 50cm, length 21m, wall thickness 10cm, and reinforced concrete upright column dries after solidifying rear column stake outer surface brushing anti-fouling paint peculiar to vessel; From distance 2.5m place, reinforced concrete upright column top, perpendicular to column axial line, one root post stake jib is installed every 2.5m in the plane being positioned at reinforced concrete upright column homonymy when reinforced concrete upright column is cast, the length exposing to reinforced concrete upright column outer column stake jib punching end is 76cm, and the stand column pile jib length be cast in reinforced concrete upright column is 44cm; Five root post stake jib Smooth circular hole axial lines after installation overlap; From reinforced concrete upright column top, five root post stake jibs after installation are referred to as the 1st root post stake jib, the 2nd root post stake jib, the 3rd root post stake jib, the 4th root post stake jib and the 5th root post stake jib; The reinforced concrete upright column pier of a hollow cylindrical is cast, internal diameter 30cm, the external diameter 100cm of reinforced concrete upright column pier, height 50cm on reinforced concrete upright column top; Straining bundle after stand column pile linked network manrope being penetrated in turn the 1st root post stake jib, the 2nd root post stake jib, the 3rd root post stake jib, the 4th root post stake jib and the 5th root post stake jib Smooth circular hole ties up fixing, and fasten between stand column pile linked network manrope and stand column pile jib Smooth circular hole with nylon cable tie, such stand column pile linked network manrope is just tightly fixed on stand column pile jib; Soak with a nominal diameter 14mm, anti-fouling paint peculiar to vessel and dry the strong rope of the superelevation after process as connecting reinforcement concrete column, stand column pile linked network manrope and stand column pile jib stand column pile pull rope; First the two fast knot in one end of stand column pile pull rope is pricked the junction tied up at the 1st root post stake jib and reinforced concrete upright column; Then strain stand column pile pull rope and to prick in the junction of the 2nd root post stake jib and stand column pile linked network manrope with nylon cable tie and tie up stand column pile pull rope, stand column pile linked network manrope and stand column pile jib; Strain stand column pile pull rope to the junction of the 3rd root post stake jib and reinforced concrete upright column again to enclose the two fast knot of rear use around reinforced concrete upright column two and prick and tie up reinforced concrete upright column and the 3rd root post stake jib; Then strain stand column pile pull rope and to prick in the junction of the 4th root post stake jib and stand column pile linked network manrope with nylon cable tie and tie up stand column pile pull rope, stand column pile linked network manrope and stand column pile jib; Finally strain stand column pile pull rope to the junction of the 5th root post stake jib and reinforced concrete upright column to enclose rear use pair fast knot around reinforced concrete upright column three and prick and tie up reinforced concrete upright column and the 5th root post stake jib, this just obtains the stand column pile that culturing net encloses; The stand column pile that every root culturing net encloses squeezes into 8.5m under seabed by position location, connects between adjacent two root post stake top reinforced concrete upright column piers with channel-section steel.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310347972.3A CN103430878B (en) | 2013-08-12 | 2013-08-12 | Upright pile for surrounding cultivation net |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310347972.3A CN103430878B (en) | 2013-08-12 | 2013-08-12 | Upright pile for surrounding cultivation net |
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| CN103430878A CN103430878A (en) | 2013-12-11 |
| CN103430878B true CN103430878B (en) | 2014-12-31 |
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| CN201310347972.3A Expired - Fee Related CN103430878B (en) | 2013-08-12 | 2013-08-12 | Upright pile for surrounding cultivation net |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109511592B (en) * | 2017-09-20 | 2021-11-05 | 浦江县含行科技有限公司 | Oyster cultivation attaching base |
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| CN1036122A (en) * | 1987-11-02 | 1989-10-11 | 桑特哥·奥特门迪·巴斯托 | Marine piscinas |
| CN201526186U (en) * | 2010-01-18 | 2010-07-14 | 王占盟 | A vertical column for purse net barrier |
| CN201574627U (en) * | 2009-12-28 | 2010-09-08 | 陆考明 | Court fence and upright columns thereof |
| CN201972457U (en) * | 2011-03-09 | 2011-09-14 | 刘沛生 | Outdoor stadium fence |
| CN102578033A (en) * | 2011-12-09 | 2012-07-18 | 大通湖天泓渔业股份有限公司 | Great lake turtle fence culture method and culture device |
| CN202514413U (en) * | 2011-12-09 | 2012-11-07 | 大通湖天泓渔业股份有限公司 | Large aquiculture fence |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000245286A (en) * | 1999-03-03 | 2000-09-12 | Katsuumi Yoshimi | Fishes, shellfishes, aquaculture crawl and cage |
| KR20050007875A (en) * | 2003-07-12 | 2005-01-21 | 박복임 | The prop of ark-shell cultivation net |
| KR100876227B1 (en) * | 2007-03-29 | 2008-12-26 | 홍순진 | Floating and submersible piercing removable cages |
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2013
- 2013-08-12 CN CN201310347972.3A patent/CN103430878B/en not_active Expired - Fee Related
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|---|---|---|---|---|
| CN1036122A (en) * | 1987-11-02 | 1989-10-11 | 桑特哥·奥特门迪·巴斯托 | Marine piscinas |
| CN201574627U (en) * | 2009-12-28 | 2010-09-08 | 陆考明 | Court fence and upright columns thereof |
| CN201526186U (en) * | 2010-01-18 | 2010-07-14 | 王占盟 | A vertical column for purse net barrier |
| CN201972457U (en) * | 2011-03-09 | 2011-09-14 | 刘沛生 | Outdoor stadium fence |
| CN102578033A (en) * | 2011-12-09 | 2012-07-18 | 大通湖天泓渔业股份有限公司 | Great lake turtle fence culture method and culture device |
| CN202514413U (en) * | 2011-12-09 | 2012-11-07 | 大通湖天泓渔业股份有限公司 | Large aquiculture fence |
Non-Patent Citations (1)
| Title |
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| JP特开2000-245286A 2000.09.12 * |
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| CN103430878A (en) | 2013-12-11 |
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