CN103598126A - Method for assembling aquaculture net between shores - Google Patents

Method for assembling aquaculture net between shores Download PDF

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CN103598126A
CN103598126A CN201310608643.XA CN201310608643A CN103598126A CN 103598126 A CN103598126 A CN 103598126A CN 201310608643 A CN201310608643 A CN 201310608643A CN 103598126 A CN103598126 A CN 103598126A
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reinforced concrete
etting
molecular weight
weight polyethylene
upright column
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CN103598126B (en
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石建高
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East China Sea Fishery Research Institute Chinese Academy of Fishery Sciences
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East China Sea Fishery Research Institute Chinese Academy of Fishery Sciences
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81—Aquaculture, e.g. of fish

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Abstract

The invention relates to a method for assembling an aquaculture net between shores. The method is characterized in that the aquaculture net is an antifouling ultra-high molecular weight polyethylene warp-knitted net, and is provided with a float line, a foot line, a left edge line and a right edge line, and a vertical force line is arranged between the left edge line and the right edge line; a first reinforced concrete column and a second reinforced concrete column are respectively mounted at junctions between a left shore and the aquaculture net as well as between a right shore and the aquaculture net, and net-hanging vertical force lines are mounted on the left side and the right side of each reinforced concrete column respectively; a solid cylindrical reinforced concrete pile is mounted on each of the left shore and the right shore; a flexible connection net is fixed between each solid cylindrical reinforced concrete pile and the corresponding reinforced concrete column; the solid cylindrical reinforced concrete pile of the left shore, the left-shore flexible connecting net, the first reinforced concrete column, the aquaculture net, the second reinforced concrete column, the right-shore flexible connection net and the solid cylindrical reinforced concrete pile of the right shore are connected into a closely-connected whole.

Description

A kind ofly cultivate the method that netting gear etting assembles between seashore
Technical field
The present invention relates to aquaculture purse seine or oceanic pasture facility construction method, especially cultivate the method that netting gear etting assembles between seashore.
Background technology
The method of attachment of the cultivation netting gear that aquaculture purse seine or oceanic pasture are used and fishing gear, fish culture net cage all differs greatly, and fishing gear or fish culture net cage do not relate to cultivation netting gear etting assembly method between seashore.In aquaculture purse seine or oceanic pasture technical field, can relate to cultivation netting gear etting assembly method between seashore, those skilled in the art are pursuing the countermeasure of solution all the time.But the seashore that existing method is carried out is connected with cultivation netting gear etting, both cannot resist high sea under bad weather and impact, cannot prevent that again between seashore and cultivation netting gear etting, fish escape.If can not effectively solve method of attachment problem between seashore and cultivation netting gear etting, people cannot successfully carry out aquaculture purse seine or oceanic pasture cultivation, therefore, cultivation netting gear etting assembly method between seashore becomes the art unsolved technical barrier still for a long time.The art cultivates in the urgent need to a kind of the method that netting gear etting assembles between seashore, solving connectivity problem between seashore and cultivation netting gear etting, effectively resist high sea under bad weather and impact, shorten between seashore and cultivation netting gear etting the connect hours and effectively prevent cultured fishes escape between seashore and cultivation netting gear etting, raising cultivates netting gear etting storm resisting performance.
Summary of the invention
The object of this invention is to provide a kind of method that netting gear etting assembles between seashore that cultivates, efficiently to solve connectivity problem between seashore and cultivation netting gear etting, effectively resisting high sea under bad weather impacts, between shortening seashore and cultivation netting gear etting, the connect hours also effectively prevents from, between seashore and cultivation netting gear etting, cultured fishes escape incident occurs, and improves and cultivates netting gear etting storm resisting performance.
It is superhigh molecular weight polyethylene fibers, fishing net anti-fouling agent, reinforced concrete upright column, marine antifouling agents, four strands of nylon ropes, stereotyped writing nylon rope, a nothing shelves marine anchor chain, reinforcing bar, underwater concrete, Plastic Bandage, terylene braided wire, copper alloy mesh grid and the reinforced concrete piles of 178tex and 180tex that technical scheme of the present invention adopts line density, it is the superhigh molecular weight polyethylene fibers yarn of 178tex that the superhigh molecular weight polyethylene fibers warping that to it is characterized in that line density be 178tex becomes line density, and according to the special braiding structure of the size of mesh of 35mm, " 7 lopping+15 inlaid thread ", by 22 line densities, being 178tex superhigh molecular weight polyethylene fibers yarn is processed into ultra-high molecular weight polyethylene that specification is " UHMWPE-178tex * 36-35 " through netting with tricot machine, with fishing net anti-fouling agent, ultra-high molecular weight polyethylene is carried out to antifouling processing through netting, after drying, just obtain antifouling ultra-high molecular weight polyethylene through netting, it is the superhigh molecular weight polyethylene fibers rope yarn of 720tex that the superhigh molecular weight polyethylene fibers doubling that is 180tex by line density becomes line density, the superhigh molecular weight polyethylene fibers rope yarn that is 720tex by 14 line densities is twisted with the fingers according to Z, the 31mm thigh lay pitch, it is three bursts of ultra-high molecular weight polyethylene torsades of Z sth. made by twisting of 12mm that the special torsade processes of the 34mm rope lay pitch becomes diameter, then the Z that is 12mm with fishing net anti-fouling agent to diameter twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling processing, after drying, just obtaining diameter is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, it is the superhigh molecular weight polyethylene fibers rope yarn of 720tex that the superhigh molecular weight polyethylene fibers doubling that is 180tex by line density becomes line density, the superhigh molecular weight polyethylene fibers rope yarn that is 720tex by 30 line densities is again twisted with the fingers according to S, the 44mm thigh lay pitch, it is three bursts of ultra-high molecular weight polyethylene torsades of S sth. made by twisting of 14mm that the special torsade processes of the 39mm rope lay pitch becomes diameter, then the S that is 14mm with fishing net anti-fouling agent to diameter twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling processing, after drying, just obtaining diameter is that after the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, it is the superhigh molecular weight polyethylene fibers rope yarn of 720tex that the superhigh molecular weight polyethylene fibers doubling that is 180tex by line density becomes line density, it is three bursts of ultra-high molecular weight polyethylene torsades of Z sth. made by twisting of 14mm that the superhigh molecular weight polyethylene fibers that is 720tex by 30 line densities again becomes diameter according to the special torsade processes of Z sth. made by twisting, the 44mm thigh lay pitch, the 39mm rope lay pitch, then the Z that is 14mm with fishing net anti-fouling agent to diameter twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling processing, and after drying, just obtaining diameter is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, cut out the antifouling ultra-high molecular weight polyethylene of a width 92.4m length * 4.9m through netting, antifouling ultra-high molecular weight polyethylene is carried out to reinforcement processing through netting edge, obtain antifouling ultra-high molecular weight polyethylene after width 92m length * 4.5m widthwise edges reinforcement is processed through nettingUsing this as cultivation netting gear etting; Horizontal hanging ratio by 0.7072, at the top edge of cultivation netting gear netting-length direction, a diameter being installed is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting headline; Horizontal hanging ratio by 0.7072, after the lower limb of cultivation netting gear etting is installed a diameter to be the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting infraclass; Vertical hanging ratio by 0.707, after the left hand edge of cultivation netting gear etting width is installed a diameter to be the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting left hand edge guiding principle; Vertical hanging ratio by 0.707, at the right hand edge of cultivation netting gear etting width, a diameter being installed is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting right hand edge guiding principle, this just completes the dress guiding principle of cultivation netting gear etting; Between cultivation netting gear etting left hand edge guiding principle, right hand edge guiding principle, every 2.3m, a diameter being installed is that the antifouling S of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as the vertical manrope of cultivation netting gear etting; At distance cultivation netting gear etting infraclass 0.6m place, install one and connect the horizontal manrope of networking that copper alloy mesh grid top edge guiding principle is used, the horizontal manrope that networks adopts the antifouling Z of diameter 12mm to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades; With armored concrete, make the square bar rib concrete pile of the 10cm base length of side * 1m height, apart from the reserved cylindrical hole that aperture is 2cm in square bar rib concrete pile end face 10cm place, cylindrical hole is tied up and is connected with the knot between square bar rib concrete pile for cultivating one end of the vertical manrope of netting gear etting; Reinforced concrete upright column is hollow cylindrical, length 9m, external diameter 30cm, wall thickness 10cm; Reinforced concrete upright column outer surface is coated with three layers of marine antifouling agents; The four strands of nylon ropes of a length 63cm, diameter 14mm of take are pegged graft and are made 1 annular nylon sling that girth is 15cm; With identical method, make 129 annular nylon slings, accumulative total obtains 130 annular nylon slings again; The antifouling Z of a length 63cm, diameter 14mm of take twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades grafting and makes 1 strong sling of annular superelevation that girth is 15cm; With identical method, make 1314 strong slings of annular superelevation, accumulative total obtains 1315 strong slings of annular superelevation again; When I root reinforced concrete upright column is cast, in a plane that is positioned at I root reinforced concrete upright column left side, from distance I root reinforced concrete upright column top, start perpendicular to column axial line, 1 annular nylon sling to be installed every 7cm; Be positioned at a plane on I root reinforced concrete upright column right side, from distance I root reinforced concrete upright column top, starting perpendicular to column axial line, 1 annular nylon sling to be installed every 7cm; Be exposed at outward annular nylon sling outside I root reinforced concrete upright column with rope girth be 44mm, the annular nylon sling that is embedded in I root reinforced concrete upright column is 106mm with rope girth; I root reinforced concrete upright column left side,65 annular nylon slings are installed respectively on right side, and all annular nylon rope button bits are in same plane; By a length 4.5m, diameter, be that on the left of three bursts of ultra-high molecular weight polyethylene torsades of the antifouling Z sth. made by twisting of 14mm penetrate I root reinforced concrete upright column in turn, upper 65 annular nylon sling post-tensionings are tight; and with Plastic Bandage, tie fixingly, using this as the vertical manrope of I root reinforced concrete upright column left side linked network; By a length 4.5m, diameter, be that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate in turn on I root reinforced concrete upright column right side 65 annular nylon sling post-tensionings tight, and with Plastic Bandage, tie fixing, using this as the vertical manrope of I root reinforced concrete upright column right side linked network, and this has just obtained I root reinforced concrete upright column, the vertical manrope of I root reinforced concrete upright column left side linked network and the vertical manrope of I root reinforced concrete upright column right side linked network; By same procedure, obtain the identical II root of specification framework reinforced concrete upright column, the vertical manrope of II root reinforced concrete upright column left side linked network and the vertical manrope of II root reinforced concrete upright column right side linked network; Left side seashore solid cylindrical reinforced concrete pile, the right side seashore solid cylindrical reinforced concrete pile of height 3m * bottom surface circular diameter 25cm are installed respectively on left side seashore, right side seashore; Intersection between left side seashore and cultivation netting gear etting squeezes into seabed 4.5m with pile driving barge by described I root reinforced concrete upright column bottom, and guarantees that the vertical manrope of left side linked network on I root reinforced concrete upright column is positioned at a side that approaches left side seashore solid cylindrical reinforced concrete pile; Distance between left side seashore solid cylindrical reinforced concrete pile and I root reinforced concrete upright column is 5m; Between right side seashore and cultivation netting gear etting, intersection squeezes into seabed 4.5m with pile driving barge by described II root reinforced concrete upright column bottom, and guarantees that the vertical manrope of right side linked network on II root reinforced concrete upright column is positioned at a side that approaches right side seashore solid cylindrical reinforced concrete pile; Distance between right side seashore solid cylindrical reinforced concrete pile and II root reinforced concrete upright column is also 5m; Left side seashore solid cylindrical reinforced concrete pile, I root reinforced concrete upright column, II root reinforced concrete upright column, right side seashore solid cylindrical reinforced concrete pile are positioned at same plane; Cut out the antifouling ultra-high molecular weight polyethylene of width 15.6m length * 5.2m width through netting, three layers of antifouling ultra-high molecular weight polyethylene of square that after folding for twice, the acquisition length of side is 5.2m are through netting, to three layers of antifouling ultra-high molecular weight polyethylene of square through netting edge by fan-shaped pruning of 5m radius * 90 ° central angle, after pruning, obtain fan-shaped three layers of antifouling ultra-high molecular weight polyethylene through netting, using this as the left bank etting that is flexible coupling; The antifouling Z that the etting radial direction that is flexible coupling in left bank is again installed five diameter 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, article five, the angle that in three bursts of ultra-high molecular weight polyethylene torsades of antifouling Z sth. made by twisting of diameter 14mm, adjacent two antifouling Z twist with the fingers between three bursts of ultra-high molecular weight polyethylene torsades is 22.5 °Be positioned at left bank and be flexible coupling that to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades be the left bank horizontal manrope of etting that is flexible coupling to the antifouling Z of of etting horizontal direction, be positioned at left bank and be flexible coupling that to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades be the left bank vertical manrope of etting that is flexible coupling to the antifouling Z of of etting vertical direction, being positioned at be flexible coupling three bursts of ultra-high molecular weight polyethylene torsades of three antifouling Z sth. made by twisting that the horizontal manrope of etting is flexible coupling between the vertical manrope of etting with left bank of left bank is the left bank radially manrope of etting that is flexible coupling, the stereotyped writing nylon rope of a diameter 26mm is installed at the edge of the first etting circumferential section that is flexible coupling in left bank, again with diameter 4.5mm nylon rope by 0.2m spacing by the pricking to tie up with above-mentioned stereotyped writing nylon rope without shelves marine anchor chain and be connected of 7.86m length * 20.5mm anchor chain diameter, using this as the left bank etting edge guiding principle that is flexible coupling, by identical method, obtain right bank etting, the right bank horizontal manrope of etting, the right bank vertical manrope of etting, right bank radially manrope, the right bank etting edge guiding principle that is flexible coupling of etting that is flexible coupling that is flexible coupling that is flexible coupling that is flexible coupling for the seashore of right side, first left bank is flexible coupling one end and the left bank of etting edge guiding principle is flexible coupling after one end of the horizontal manrope of etting is connected with fast knot and is connected with fast knot with left side seashore solid cylindrical reinforced concrete pile, then by left bank be flexible coupling the horizontal manrope of etting the tension of other end level and tie fixing with I root reinforced concrete upright column, between the vertical manrope of etting that then left bank is flexible coupling with diameter 3.9mm terylene braided wire every 5cm and the vertical manrope of left side linked network on I root reinforced concrete upright column, tie fixing, all tie fixing after the left bank vertical manrope of etting that is flexible coupling be just fixed on I root reinforced concrete upright column, during low tide, in a plane at left side seashore solid cylindrical reinforced concrete pile, I root reinforced concrete upright column place, with cutting machine, left side seashore foundation stone is opened the left bank arc-shaped slot of a 5m radius * 90 ° central angle, it is the center of circle that left bank arc-shaped slot be take I root reinforced concrete upright column top, by 1.96m arc length spacing, plays the 0.5m * bottom surface circular diameter 15cm left bank cylindrical cast iron stakes of 4 height in the arc-shaped slot of left bank, the etting edge guiding principle that first left bank is flexible coupling is laid in the arc-shaped slot of left bank in turn, etting vertical manrope is again flexible coupling left bank, left bank be flexible coupling etting radially after manrope tension successively and between the cylindrical cast iron stake of left bank, tie fixing, then in the arc-shaped slot of left bank, press the old etting of 1m arc length uniform filling 1kg, in old etting upper end, with underwater concrete, left bank arc-shaped slot is built and filled up again, build and while filling up, need guarantee that the left bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, the etting that just left bank is flexible coupling after underwater concrete sclerosis is smooth to be fixed between left side seashore and I root reinforced concrete upright column, by the same method of left side seashore, one end and the right bank of etting edge guiding principle of first right bank being flexible coupling is flexible coupling after one end of the horizontal manrope of etting is connected with fast knot and is connected with fast knot with right side seashore solid cylindrical reinforced concrete pile, then by right bank be flexible coupling the horizontal manrope of etting the tension of other end level and tie fixing with II root reinforced concrete upright column,Between the vertical manrope of etting that then right bank is flexible coupling with diameter 3.9mm terylene braided wire every 5cm and the vertical manrope of right side linked network on II root reinforced concrete upright column, tie fixing, all tie fixing after the right bank vertical manrope of etting that is flexible coupling be just fixed on II root reinforced concrete upright column, by the same method of left side seashore, during low tide, in a plane at right side seashore solid cylindrical reinforced concrete pile and II root reinforced concrete upright column place, with cutting machine, right side seashore foundation stone is opened the right bank arc-shaped slot of a 5m radius * 90 ° central angle, it is the center of circle that right bank arc-shaped slot be take II root reinforced concrete upright column top, by 1.96m arc length spacing, plays the 0.5m * bottom surface circular diameter 15cm right bank cylindrical cast iron stakes of 4 height in right bank arc-shaped slot, the etting edge guiding principle that first right bank is flexible coupling is laid in right bank arc-shaped slot in turn, etting vertical manrope is again flexible coupling right bank, right bank be flexible coupling etting radially after manrope tension successively and between the stake of right bank cylindrical cast iron, tie fixing, then in right bank arc-shaped slot, press the old etting of 1m arc length uniform filling 1kg, in old etting upper end, with underwater concrete, right bank arc-shaped slot is built and filled up again, build and while filling up, need guarantee that the right bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, after underwater concrete sclerosis, just right bank being flexible coupling, etting is smooth to be fixed between right side seashore and II root reinforced concrete upright column, between I root reinforced concrete upright column, II root reinforced concrete upright column, build the armored concrete dykes and dams of one section of 92m length copper alloy mesh grid, the strong sling of annular superelevation and the square bar rib concrete pile of a pre-buried panel height degree 1m of while, armored concrete dykes and dams end face level and be 4.5m apart from water surface elevation, the armored concrete dykes and dams gradient is 1:1.4, copper alloy mesh grid is perpendicular to armored concrete dykes and dams end face, and copper alloy mesh grid is equipped with top edge guiding principle, lower limb guiding principle respectively apart from water surface 3.9m, 4.9m, spacing between adjacent two square bar rib concrete piles is 2.3m, spacing between adjacent two strong slings of annular superelevation is 7cm, three bursts of ultra-high molecular weight polyethylene torsades of the antifouling Z sth. made by twisting of a length 92m, diameter 14mm are penetrated in turn on armored concrete dykes and dams end face and strained after 1315 strong slings of annular superelevation, with Plastic Bandage, antifouling Z is twisted with the fingers to three bursts of ultra-high molecular weight polyethylene torsades and the strong sling of annular superelevation and tie fixingly, using that this ties three bursts of ultra-high molecular weight polyethylene torsades of antifouling Z sth. made by twisting after fixing as the horizontal manrope of linked network, be exposed at outward the strong sling of annular superelevation outside armored concrete dykes and dams end face with rope girth be 44mm, the strong sling of annular superelevation that is embedded in armored concrete dykes and dams end face is 106mm with rope girth, every 5cm, with diameter 3.5mm terylene braided wire, by tiing between cultivation netting gear etting left hand edge guiding principle and the vertical manrope of right side linked network on I root reinforced concrete upright column, be fixedly connected with, all tie and cultivate netting gear etting left hand edge guiding principle after being fixedly connected with and be just fixed on I root reinforced concrete upright column, every 5cm, with diameter 3.9mm terylene braided wire, by tiing between cultivation netting gear etting infraclass and the horizontal manrope of linked network, be fixedly connected with,All tie and cultivate netting gear etting infraclass after being fixedly connected with and be just fixed on armored concrete dykes and dams end face; Every 15cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3mm, the horizontal manrope of networking of cultivation netting gear etting is pricked to tie up with copper alloy mesh grid top edge guiding principle and be fixedly connected with; Every 5cm, with diameter 3.3mm terylene braided wire, by tiing between cultivation netting gear etting right hand edge guiding principle and the vertical manrope of left side linked network on II root reinforced concrete upright column, be fixedly connected with, all tie and cultivate netting gear etting right hand edge guiding principle after being fixedly connected with and be just fixed on II root reinforced concrete upright column; Finally, will after the both ends horizontal tension of cultivation netting gear etting headline, tie and be fixedly connected with I root reinforced concrete upright column, II root reinforced concrete upright column respectively; Left side seashore, left side seashore solid cylindrical reinforced concrete pile, left bank be flexible coupling etting, right side seashore solid cylindrical reinforced concrete pile, the right side seashore of etting, I root reinforced concrete upright column, cultivation netting gear etting, II root reinforced concrete upright column, right bank that be flexible coupling just firmly connects into one and can effectively prevent that cultured fishes from escaping, tight connected integral body like this; Here it is a kind ofly cultivates the method that netting gear etting assembles between seashore.
Outstanding feature of the present invention is to be connected tying to tie up between the vertical manrope other end of cultivation netting gear etting and the square bar rib concrete pile being embedded in armored concrete dykes and dams, both greatly reduced cultivation netting gear etting stressed, effectively prevented again that the de-end of cultivation netting gear etting infraclass from escaping the generation of fish accident, by the unique construction etting transition that is flexible coupling, realized between seashore and cultivation netting gear etting and being effectively connected fast, by left side seashore, left side seashore solid cylindrical reinforced concrete pile, the left bank etting that is flexible coupling, I root reinforced concrete upright column, cultivation netting gear etting, II root reinforced concrete upright column, the right bank etting that is flexible coupling, right side seashore solid cylindrical reinforced concrete pile, right side seashore firmly connects into one can effectively prevent cultured fishes escape, tight connected integral body, when reducing engineering construction amount, greatly increased the safety of cultivation netting gear, effectively prevented that stocked carp is from seashore and the escape of cultivation netting gear junction, the present invention adopts and opens arc-shaped slot, pre-buried cylindrical cast iron stake is at the bottom of arc-shaped slot, pre-buriedly be flexible coupling etting edge guiding principle at the bottom of arc-shaped slot, tension connect be flexible coupling the vertical manrope of etting and and cylindrical cast iron stake between prick tie up solid, tension connect be flexible coupling etting radially manrope and and cylindrical cast iron stake between prick tie up solid, build the measures such as underwater concrete, both effectively guaranteed to be flexible coupling under the bad weathers such as typhoon etting infraclass or bottom departs from bank base and escapes fish, again by the vertical manrope of the etting that is flexible coupling and radially manrope be connected to carry main external force with the tension between cylindrical cast iron stake, avoided tearing under the bad weathers such as typhoon etting, service life and the equipment of cultivation netting gear have greatly been improved, the present invention adopts the special braiding structure of " 7 lopping+15 inlaid thread ", and etting is carried out createing after longitudinal thermal finalization processing ultra-high molecular weight polyethylene that specification is " UHMWPE-178tex * 36-35 " through netting, the common braiding structure ultra-high molecular weight polyethylene that the equal nominal number of share of stock (36 strands) that it can be made compared with prior art field same material, braiding structure are " 8 lopping+12 inlaid thread " is through the powerful obviously raising of netting, the service life and the equipment that have greatly improved cultivation netting gear, the present invention carries out antifouling processing through netting with fishing net anti-fouling agent with ultra-high molecular weight polyethylene to cultivation netting gear, obtain ultra-high molecular weight polyethylene after antifouling processing through netting, this has improved the anti-pollution function of cultivation netting gear greatly, greatly reduced cultivation netting gear draping number of times and reduced labour intensity, having promoted the inside and outside water body flow of cultivation netting gear and stocked carp to grow, the present invention is buckled with effect and has realized at I root reinforced concrete upright column by being embedded in annular nylon rope on reinforced concrete upright column, the vertical manrope of linked network is installed on II root reinforced concrete upright column, and by cultivation netting gear etting left hand edge guiding principle and reverse lay on I root reinforced concrete upright column to the right the vertical manrope of linked network direct contact and prick to tie up be connected, by cultivation netting gear etting right hand edge guiding principle and the vertical manrope of left side linked network on II root reinforced concrete upright column direct contact and prick to tie up be connected, and cultivation netting gear etting left hand edge guiding principle, right hand edge guiding principle does not all directly contact with reinforced concrete upright column, by excessively effectively having avoided the direct contact wear between cultivation netting gear etting and reinforced concrete upright column between rete cord, service life and the equipment of cultivation netting gear have greatly been improved, the present invention has effectively realized the horizontal manrope of linked network has been installed on armored concrete dykes and dams end face by being embedded in armored concrete dykes and dams end face the strong sling of annular superelevation, and be fixedly connected with tiing between cultivation netting gear etting infraclass and the horizontal manrope of linked network, and cultivation netting gear etting does not directly contact with armored concrete dykes and dams end face, by excessively effectively having avoided the direct contact wear between cultivation netting gear etting and armored concrete dykes and dams end face between rete cord, greatly improved the equipment of cultivation netting gear, the present invention is used for superhigh molecular weight polyethylene fibers material to cultivate the manufacture of netting gear, keeping the present invention under equal powerful prerequisite greatly to reduce by the more existing common cultivation netting gear specification of cultivation netting gear specification, greatly reduced the raw materials consumption of cultivation netting gear, the common cultivation netting gear that the more existing common synthetic fibers netting of cultivation netting gear intensity is made improves greatly, has greatly improved cultivation netting gear storm resisting performance, the present invention is in the copper alloy mesh grid perpendicular to the pre-buried panel height degree 1m of armored concrete dykes and dams end face, copper alloy mesh grid top edge guiding principle is pricked to tie up with ultra-high molecular weight polyethylene braided wire with the horizontal manrope of networking on cultivation netting gear etting and is fixedly connected with, having increased by second between cultivation netting gear etting and armored concrete dykes and dams end faces heavily protects and is connected, effectively prevent from cultivating under the bad weathers such as typhoon the generation of escaping fish accident in the de-end of netting gear etting infraclass, greatly improved large-scale netting gear equipment.Result of the test shows, the technical program improving anti-pollution function, impact resistance, the wind wave resistance fluidity energy of existing cultivation netting gear etting, prevent that stocked carp from escaping, reducing draping number of times, promote inside and outside cultivation netting gear etting that water body exchange and stocked carp are grown, avoiding the aspect effects such as direct contact wear that cultivate between netting gear etting and reinforced concrete upright column remarkable; Compared with prior art, this method has outstanding substantive distinguishing features and significant progressive, and this method is with the obvious advantage in aquaculture purse seine or oceanic pasture engineering, has greatly promoted cultivation netting gear facility outfit level.
Accompanying drawing explanation
Fig. 1 is a kind of schematic diagram that cultivates netting gear etting assembly method between seashore.
Embodiment
Below in conjunction with accompanying drawing explanation, implement best way of the present invention:
It is superhigh molecular weight polyethylene fibers, fishing net anti-fouling agent, reinforced concrete upright column, marine antifouling agents, four strands of nylon ropes, stereotyped writing nylon rope, a nothing shelves marine anchor chain, reinforcing bar, underwater concrete, Plastic Bandage, terylene braided wire, copper alloy mesh grid and the reinforced concrete piles of 178tex and 180tex that the present invention adopts line density, it is the superhigh molecular weight polyethylene fibers yarn of 178tex that the superhigh molecular weight polyethylene fibers warping that is first 178tex by line density becomes line density, then according to the special braiding structure of the size of mesh of 35mm, " 7 lopping+15 inlaid thread ", by 22 line densities, to be 178tex superhigh molecular weight polyethylene fibers yarn be processed into ultra-high molecular weight polyethylene that specification is " UHMWPE-178tex * 36-35 " through netting with tricot machine, with fishing net anti-fouling agent, ultra-high molecular weight polyethylene is carried out to antifouling processing through netting, after drying, just obtain antifouling ultra-high molecular weight polyethylene through netting, it is the superhigh molecular weight polyethylene fibers rope yarn of 720tex that the superhigh molecular weight polyethylene fibers doubling that is 180tex by line density becomes line density, the superhigh molecular weight polyethylene fibers rope yarn that is 720tex by 14 line densities is again twisted with the fingers according to Z, the 31mm thigh lay pitch, it is three bursts of ultra-high molecular weight polyethylene torsades of Z sth. made by twisting of 12mm that the special torsade processes of the 34mm rope lay pitch becomes diameter, then the Z that is 12mm with fishing net anti-fouling agent to diameter twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling processing, after drying, just obtaining diameter is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, it is the superhigh molecular weight polyethylene fibers rope yarn of 720tex that the superhigh molecular weight polyethylene fibers doubling that is 180tex by line density becomes line density, the superhigh molecular weight polyethylene fibers rope yarn that is 720tex by 30 line densities is again twisted with the fingers according to S, the 44mm thigh lay pitch, it is three bursts of ultra-high molecular weight polyethylene torsades of S sth. made by twisting of 14mm that the special torsade processes of the 39mm rope lay pitch becomes diameter, then the S that is 14mm with fishing net anti-fouling agent to diameter twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling processing, after drying, just obtaining diameter is that after the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, it is the superhigh molecular weight polyethylene fibers rope yarn of 720tex that the superhigh molecular weight polyethylene fibers doubling that is 180tex by line density becomes line density, it is three bursts of ultra-high molecular weight polyethylene torsades of Z sth. made by twisting of 14mm that the superhigh molecular weight polyethylene fibers that is 720tex by 30 line densities again becomes diameter according to the special torsade processes of Z sth. made by twisting, the 44mm thigh lay pitch, the 39mm rope lay pitch, then the Z that is 14mm with fishing net anti-fouling agent to diameter twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling processing, and after drying, just obtaining diameter is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, cut out the antifouling ultra-high molecular weight polyethylene of a width 92.4m length * 4.9m through netting, antifouling ultra-high molecular weight polyethylene is carried out to reinforcement processing through netting edge, obtain antifouling ultra-high molecular weight polyethylene after width 92m length * 4.5m widthwise edges reinforcement is processed through nettingUsing this as cultivation netting gear etting (16 in Fig. 1); Horizontal hanging ratio by 0.7072, at the top edge of cultivation netting gear netting-length direction, a diameter being installed is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting headline (15 in Fig. 1); Horizontal hanging ratio by 0.7072, after the lower limb of cultivation netting gear etting is installed a diameter to be the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting infraclass (24 in Fig. 1); Vertical hanging ratio by 0.707, after the left hand edge of cultivation netting gear etting width is installed a diameter to be the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting left hand edge guiding principle (14 in Fig. 1); Vertical hanging ratio by 0.707, at the right hand edge of cultivation netting gear etting width, a diameter being installed is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting right hand edge guiding principle, this just completes the dress guiding principle of cultivation netting gear etting; Between cultivation netting gear etting left hand edge guiding principle, right hand edge guiding principle, every 2.3m, a diameter being installed is that the antifouling S of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as the cultivation vertical manrope of netting gear etting (17 in Fig. 1); At distance cultivation netting gear etting infraclass 0.6m place, install one and connect copper alloy mesh grid top edge guiding principle networking horizontal manrope (22 in Fig. 1), cultivation netting gear etting connects horizontal manrope and adopts the antifouling Z of diameter 12mm to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades; With armored concrete, make the square bar rib concrete pile of the 10cm base length of side * 1m height, on square bar rib concrete pile, apart from the reserved cylindrical hole that aperture is 2cm in square bar rib concrete pile end face 10cm place, cylindrical hole is tied up and is connected with the knot between square bar rib concrete pile for cultivating one end of the vertical manrope of netting gear etting; Reinforced concrete upright column is hollow cylindrical, length 9m, external diameter 30cm, wall thickness 10cm; I root reinforced concrete upright column outer surface is coated with three layers of marine antifouling agents; The four strands of nylon ropes of a length 63cm, diameter 14mm of take are pegged graft and are made 1 annular nylon sling that girth is 15cm; With identical method, make 129 annular nylon slings, accumulative total obtains 130 annular nylon slings again; The antifouling Z of a length 63cm, diameter 14mm of take twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades grafting and makes 1 strong sling of annular superelevation that girth is 15cm; With identical method, make 1314 strong slings of annular superelevation, accumulative total obtains 1315 strong slings of annular superelevation again; When I root reinforced concrete upright column (8 in Fig. 1) is cast, in a plane that is positioned at I root reinforced concrete upright column left side, from distance I root reinforced concrete upright column top, start perpendicular to column axial line, 1 annular nylon sling to be installed every 7cm; In the same plane that is positioned at I root reinforced concrete upright column right side, from distance I root reinforced concrete upright column top, start perpendicular to column axial line, 1 annular nylon sling to be installed every 7cm;Be exposed at outward I root reinforced concrete upright column outer ring nylon sling with rope girth be 44mm, to be embedded in annular nylon sling in I root reinforced concrete upright column be 106mm with rope girth; 65 annular nylon slings are installed respectively on I root reinforced concrete upright column left side, right side, and all annular nylon rope button bits are in same plane; By a length 4.5m, diameter, be to strain after three bursts of ultra-high molecular weight polyethylene torsades of the antifouling Z sth. made by twisting of 14mm penetrate I root reinforced concrete upright column upper 65 the annular nylon slings in left side (11 in Fig. 1) in turn; and with Plastic Bandage, tie fixingly, using this as the I root reinforced concrete upright column left side vertical manrope of linked network (10 in Fig. 1); By a length 4.5m, diameter, be that three bursts of ultra-high molecular weight polyethylene torsades of the antifouling Z sth. made by twisting of 14mm penetrate tension after 65 annular nylon slings (12 in Fig. 1) on I root reinforced concrete upright column right side in turn, and with Plastic Bandage, tie fixing, using this as the vertical manrope of I root reinforced concrete upright column right side linked network (13 in Fig. 1), and this has just obtained I root reinforced concrete upright column, the vertical manrope of I root reinforced concrete upright column left side linked network and the vertical manrope of I root reinforced concrete upright column right side linked network; By same procedure, obtain the identical II root of specification framework reinforced concrete upright column, the vertical manrope of II root reinforced concrete upright column left side linked network and the vertical manrope of II root reinforced concrete upright column right side linked network; Left side seashore solid cylindrical reinforced concrete pile (1 in Fig. 1), the right side seashore solid cylindrical reinforced concrete pile of difference setting height(from bottom) 3m * bottom surface circular diameter 25cm on left side seashore (7 in Fig. 1), right side seashore; Intersection between left side seashore and cultivation netting gear etting squeezes into seabed 4.5m with pile driving barge by above-mentioned I root reinforced concrete upright column bottom, and guarantees that the vertical manrope of left side linked network on I root reinforced concrete upright column is positioned at a side that approaches left side seashore solid cylindrical reinforced concrete pile; Distance between left side seashore solid cylindrical reinforced concrete pile and I root reinforced concrete upright column is 5m; Between right side seashore and cultivation netting gear etting, intersection squeezes into seabed 4.5m with pile driving barge by described II root reinforced concrete upright column bottom, and guarantees that the vertical manrope of right side linked network on II root reinforced concrete upright column is positioned at a side that approaches right side seashore solid cylindrical reinforced concrete pile; Right side seashore solid cylindrical reinforced concrete pile on the seashore of right side and the distance between II root reinforced concrete upright column are also 5m; Left side seashore solid cylindrical reinforced concrete pile, I root reinforced concrete upright column, II root reinforced concrete upright column, right side seashore solid cylindrical reinforced concrete pile are positioned at same plane; Cut out the antifouling ultra-high molecular weight polyethylene of width 15.6m length * 5.2m width through netting, three layers of antifouling ultra-high molecular weight polyethylene of square that after folding for twice, the acquisition length of side is 5.2m are through netting, to three layers of antifouling ultra-high molecular weight polyethylene of square through netting edge by fan-shaped pruning of 5m radius * 90 ° central angle, after pruning, obtain fan-shaped three layers of antifouling ultra-high molecular weight polyethylene through netting, using this as the left bank etting (3 in Fig. 1) that is flexible coupling;The antifouling Z that the etting radial direction that is flexible coupling in left bank is again installed five diameter 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, article five, the angle that in three bursts of ultra-high molecular weight polyethylene torsades of antifouling Z sth. made by twisting of diameter 14mm, adjacent two antifouling Z twist with the fingers between three bursts of ultra-high molecular weight polyethylene torsades is 22.5 °, be arranged in left bank and be flexible coupling that to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades be the left bank horizontal manrope of etting (Fig. 1 2) that is flexible coupling to the antifouling Z of of etting horizontal direction, be arranged in left bank and be flexible coupling that to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades be the left bank vertical manrope of etting (Fig. 1 9) that is flexible coupling to the antifouling Z of of etting vertical direction, be arranged in left bank and be flexible coupling that to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades be the left bank radially manrope (Fig. 1 4) of etting that is flexible coupling for three antifouling Z that the horizontal manrope of etting is flexible coupling between the vertical manrope of etting with left bank, the stereotyped writing nylon rope of a diameter 26mm is installed at the edge of the first etting circumferential section that is flexible coupling in left bank, again with diameter 4.5mm nylon rope by 0.2m spacing by the pricking to tie up with above-mentioned stereotyped writing nylon rope without shelves marine anchor chain and be connected of 7.86m length * 20.5mm anchor chain diameter, using this as the left bank etting edge guiding principle (6 in Fig. 1) that is flexible coupling, by identical method, obtain right bank etting, the right bank horizontal manrope of etting, the right bank vertical manrope of etting, right bank radially manrope, the right bank etting edge guiding principle that is flexible coupling of etting that is flexible coupling that is flexible coupling that is flexible coupling that is flexible coupling for the seashore of right side, first left bank is flexible coupling one end and the left bank of etting edge guiding principle is flexible coupling after one end of the horizontal manrope of etting is connected with fast knot and is connected with fast knot with left side seashore solid cylindrical reinforced concrete pile, then by left bank be flexible coupling the horizontal manrope of etting the tension of other end level and tie fixing with I root reinforced concrete upright column, between the vertical manrope of etting that then left bank is flexible coupling with diameter 3.9mm terylene braided wire every 5cm and the vertical manrope of left side linked network on I root reinforced concrete upright column, tie fixing, all tie fixing after the left bank vertical manrope of etting that is flexible coupling be just fixed on I root reinforced concrete upright column, during low tide, in a plane at left side seashore solid cylindrical reinforced concrete pile and I root reinforced concrete upright column place, with cutting machine, left side seashore foundation stone is opened the left bank arc-shaped slot of a 5m radius * 90 ° central angle, it is the center of circle that left bank arc-shaped slot be take I root reinforced concrete upright column top, press 1.96m arc length spacing and in the arc-shaped slot of left bank, play the 0.5m * bottom surface circular diameter 15cm left bank cylindrical cast iron stake (5 in Fig. 1) of 4 height, the etting edge guiding principle that first left bank is flexible coupling is laid in the arc-shaped slot of left bank in turn, etting vertical manrope is again flexible coupling left bank, left bank be flexible coupling etting radially after manrope tension successively and between the cylindrical cast iron stake of left bank, tie fixing, then in the arc-shaped slot of left bank, press the old etting of 1m arc length uniform filling 1kg, in old etting upper end, with underwater concrete, left bank arc-shaped slot is built and filled up again, build and while filling up, need guarantee that the left bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, the etting that just left bank is flexible coupling after underwater concrete sclerosis is smooth to be fixed between left side seashore and I root reinforced concrete upright column, by the same method of left side seashore,One end and the right bank of etting edge guiding principle of first right bank being flexible coupling is flexible coupling after one end of the horizontal manrope of etting is connected with fast knot and is connected with fast knot with right side seashore solid cylindrical reinforced concrete pile, then by right bank be flexible coupling the horizontal manrope of etting the tension of other end level and tie fixing with II root reinforced concrete upright column, between the vertical manrope of etting that then right bank is flexible coupling with diameter 3.9mm terylene braided wire every 5cm and the vertical manrope of right side linked network on II root reinforced concrete upright column, tie fixing, all tie fixing after the right bank vertical manrope of etting that is flexible coupling be just fixed on II root reinforced concrete upright column, by the same method of left side seashore, during low tide, in a plane at right side seashore solid cylindrical reinforced concrete pile and II root reinforced concrete upright column place, with cutting machine, right side seashore foundation stone is opened the right bank arc-shaped slot of a 5m radius * 90 ° central angle, it is the center of circle that right bank arc-shaped slot be take II root reinforced concrete upright column top, press 1.96m arc length spacing and in right bank arc-shaped slot, play the 0.5m * bottom surface circular diameter 15cm right bank cylindrical cast iron stake of 4 height, the etting edge guiding principle that first right bank is flexible coupling is laid in right bank arc-shaped slot in turn, etting vertical manrope is again flexible coupling right bank, right bank be flexible coupling etting radially after manrope tension successively and between the stake of right bank cylindrical cast iron, tie fixing, then in right bank arc-shaped slot, press the old etting of 1m arc length uniform filling 1kg, in old etting upper end, with underwater concrete, right bank arc-shaped slot is built and filled up again, build and while filling up, need guarantee that the right bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, after underwater concrete sclerosis, just right bank being flexible coupling, etting is smooth to be fixed between right side seashore and II root reinforced concrete upright column, between I root reinforced concrete upright column, II root reinforced concrete upright column, build the armored concrete dykes and dams (28 in Fig. 1) of one section of 92m length copper alloy mesh grid (20 in Fig. 1), the strong sling of annular superelevation and the square bar rib concrete pile (19 in Fig. 1) of a pre-buried panel height degree 1m of while, armored concrete dykes and dams end face level and be 4.5m apart from water surface elevation, the armored concrete dykes and dams gradient is 1:1.4, copper alloy mesh grid is perpendicular to armored concrete dykes and dams end face, and copper alloy mesh grid top edge guiding principle (23 in Fig. 1), lower limb guiding principle (25 in Fig. 1) are respectively apart from water surface 3.9m, 4.9m, spacing between adjacent two square bar rib concrete piles is 2.3m, spacing between adjacent two strong slings of annular superelevation is 7cm, the antifouling Z of a length 92m, diameter 14mm is twisted with the fingers to three bursts of ultra-high molecular weight polyethylene torsades and penetrate in turn tension after 1315 strong slings of annular superelevation (26 in Fig. 1) on armored concrete dykes and dams end face, with Plastic Bandage, antifouling Z is twisted with the fingers to three bursts of ultra-high molecular weight polyethylene torsades and the strong sling of annular superelevation and tie fixingly, using that this ties three bursts of ultra-high molecular weight polyethylene torsades of antifouling Z sth. made by twisting after fixing as the horizontal manrope of linked network (27 in Fig. 1), be exposed at outward the strong sling of annular superelevation outside armored concrete dykes and dams end face with rope girth be 44mm, the strong sling of annular superelevation that is embedded in armored concrete dykes and dams end face is 106mm with rope girth,Every 5cm, with diameter 3.5mm terylene braided wire, by tiing between cultivation netting gear etting left hand edge guiding principle and the vertical manrope of right side linked network on I root reinforced concrete upright column, be fixedly connected with; All tie and cultivate netting gear etting left hand edge guiding principle after being fixedly connected with and be just fixed on I root reinforced concrete upright column; Every 5cm, with diameter 3.9mm terylene braided wire, by tiing between cultivation netting gear etting infraclass and the horizontal manrope of linked network, be fixedly connected with; All tie and cultivate netting gear etting infraclass after being fixedly connected with and be just fixed on armored concrete dykes and dams end face; Every 15cm, with the ultra-high molecular weight polyethylene braided wire (21 in Fig. 1) of diameter 3mm, the horizontal manrope of networking of cultivation netting gear etting is pricked to tie up with copper alloy mesh grid top edge guiding principle and be fixedly connected with; Every 5cm, with diameter 3.3mm terylene braided wire, by tiing between cultivation netting gear etting right hand edge guiding principle and the vertical manrope of left side linked network on II root reinforced concrete upright column, be fixedly connected with; All tie and cultivate netting gear etting right hand edge guiding principle after being fixedly connected with and be just fixed on II root reinforced concrete upright column; Finally, will after the both ends horizontal tension of cultivation netting gear etting headline, tie and be fixedly connected with I root reinforced concrete upright column, II root reinforced concrete upright column respectively; Left side seashore, left side seashore solid cylindrical reinforced concrete pile, left bank be flexible coupling etting, right side seashore solid cylindrical reinforced concrete pile, the right side seashore of etting, I root reinforced concrete upright column, cultivation netting gear etting, II root reinforced concrete upright column, right bank that be flexible coupling just firmly connects into one and can effectively prevent that cultured fishes from escaping, tight connected integral body like this; Here it is a kind ofly cultivates the method that netting gear etting assembles between seashore.

Claims (1)

1. cultivate the method that netting gear etting assembles between seashore, adopting line density is superhigh molecular weight polyethylene fibers, fishing net anti-fouling agent, reinforced concrete upright column, marine antifouling agents, four strands of nylon ropes, stereotyped writing nylon rope, a nothing shelves marine anchor chain, reinforcing bar, underwater concrete, Plastic Bandage, terylene braided wire, copper alloy mesh grid and the reinforced concrete piles of 178tex and 180tex, it is the superhigh molecular weight polyethylene fibers yarn of 178tex that the superhigh molecular weight polyethylene fibers warping that to it is characterized in that line density be 178tex becomes line density, and according to the braiding structure of the size of mesh of 35mm, " 7 lopping+15 inlaid thread ", by 22 line densities, being 178tex superhigh molecular weight polyethylene fibers yarn is processed into ultra-high molecular weight polyethylene that specification is " UHMWPE-178tex * 36-35 " through netting with tricot machine, with fishing net anti-fouling agent, ultra-high molecular weight polyethylene is carried out to antifouling processing through netting, after drying, just obtain antifouling ultra-high molecular weight polyethylene through netting, it is the superhigh molecular weight polyethylene fibers rope yarn of 720tex that the superhigh molecular weight polyethylene fibers doubling that is 180tex by line density becomes line density, the superhigh molecular weight polyethylene fibers rope yarn that is 720tex by 14 line densities is twisted with the fingers according to Z, the 31mm thigh lay pitch, it is three bursts of ultra-high molecular weight polyethylene torsades of Z sth. made by twisting of 12mm that the special torsade processes of the 34mm rope lay pitch becomes diameter, then the Z that is 12mm with fishing net anti-fouling agent to diameter twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling processing, after drying, just obtaining diameter is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, it is the superhigh molecular weight polyethylene fibers rope yarn of 720tex that the superhigh molecular weight polyethylene fibers doubling that is 180tex by line density becomes line density, the superhigh molecular weight polyethylene fibers rope yarn that is 720tex by 30 line densities is again twisted with the fingers according to S, the 44mm thigh lay pitch, it is three bursts of ultra-high molecular weight polyethylene torsades of S sth. made by twisting of 14mm that the special torsade processes of the 39mm rope lay pitch becomes diameter, then the S that is 14mm with fishing net anti-fouling agent to diameter twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling processing, after drying, just obtaining diameter is that after the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, it is the superhigh molecular weight polyethylene fibers rope yarn of 720tex that the superhigh molecular weight polyethylene fibers doubling that is 180tex by line density becomes line density, it is three bursts of ultra-high molecular weight polyethylene torsades of Z sth. made by twisting of 14mm that the superhigh molecular weight polyethylene fibers that is 720tex by 30 line densities again becomes diameter according to the special torsade processes of Z sth. made by twisting, the 44mm thigh lay pitch, the 39mm rope lay pitch, then the Z that is 14mm with fishing net anti-fouling agent to diameter twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling processing, and after drying, just obtaining diameter is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, cut out the antifouling ultra-high molecular weight polyethylene of a width 92.4m length * 4.9m through netting, antifouling ultra-high molecular weight polyethylene carried out to reinforcement processing through netting edge,Obtain antifouling ultra-high molecular weight polyethylene after width 92m length * 4.5m widthwise edges reinforcement is processed through netting, using this as cultivation netting gear etting; Horizontal hanging ratio by 0.7072, at the top edge of cultivation netting gear netting-length direction, a diameter being installed is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting headline; Horizontal hanging ratio by 0.7072, after the lower limb of cultivation netting gear etting is installed a diameter to be the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting infraclass; Vertical hanging ratio by 0.707, after the left hand edge of cultivation netting gear etting width is installed a diameter to be the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting left hand edge guiding principle; Vertical hanging ratio by 0.707, at the right hand edge of cultivation netting gear etting width, a diameter being installed is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as cultivation netting gear etting right hand edge guiding principle, this just completes the dress guiding principle of cultivation netting gear etting; Between cultivation netting gear etting left hand edge guiding principle, right hand edge guiding principle, every 2.3m, a diameter being installed is that the antifouling S of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, usings this as the vertical manrope of cultivation netting gear etting; At distance cultivation netting gear etting infraclass 0.6m place, install one and connect the horizontal manrope of networking that copper alloy mesh grid top edge guiding principle is used, the horizontal manrope that networks adopts the antifouling Z of diameter 12mm to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades; With armored concrete, make the square bar rib concrete pile of the 10cm base length of side * 1m height, apart from the reserved cylindrical hole that aperture is 2cm in square bar rib concrete pile end face 10cm place, cylindrical hole is tied up and is connected with the knot between square bar rib concrete pile for cultivating one end of the vertical manrope of netting gear etting; Reinforced concrete upright column is hollow cylindrical, length 9m, external diameter 30cm, wall thickness 10cm; Reinforced concrete upright column outer surface is coated with three layers of marine antifouling agents; The four strands of nylon ropes of a length 63cm, diameter 14mm of take are pegged graft and are made 1 annular nylon sling that girth is 15cm; With identical method, make 129 annular nylon slings, accumulative total obtains 130 annular nylon slings again; The antifouling Z of a length 63cm, diameter 14mm of take twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades grafting and makes 1 strong sling of annular superelevation that girth is 15cm; With identical method, make 1314 strong slings of annular superelevation, accumulative total obtains 1315 strong slings of annular superelevation again; When I root reinforced concrete upright column is cast, in a plane that is positioned at I root reinforced concrete upright column left side, from distance I root reinforced concrete upright column top, start perpendicular to column axial line, 1 annular nylon sling to be installed every 7cm; Be positioned at a plane on I root reinforced concrete upright column right side, from distance I root reinforced concrete upright column top, starting perpendicular to column axial line, 1 annular nylon sling to be installed every 7cm; Be exposed at outward annular nylon sling outside I root reinforced concrete upright column with rope girth be 44mm,The annular nylon sling being embedded in I root reinforced concrete upright column is 106mm with rope girth; 65 annular nylon slings are installed respectively on I root reinforced concrete upright column left side, right side, and all annular nylon rope button bits are in same plane; By a length 4.5m, diameter, be that on the left of three bursts of ultra-high molecular weight polyethylene torsades of the antifouling Z sth. made by twisting of 14mm penetrate I root reinforced concrete upright column in turn, upper 65 annular nylon sling post-tensionings are tight; and with Plastic Bandage, tie fixingly, using this as the vertical manrope of I root reinforced concrete upright column left side linked network; By a length 4.5m, diameter, be that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate in turn on I root reinforced concrete upright column right side 65 annular nylon sling post-tensionings tight, and with Plastic Bandage, tie fixing, using this as the vertical manrope of I root reinforced concrete upright column right side linked network, and this has just obtained I root reinforced concrete upright column, the vertical manrope of I root reinforced concrete upright column left side linked network and the vertical manrope of I root reinforced concrete upright column right side linked network; By same procedure, obtain the identical II root of specification framework reinforced concrete upright column, the vertical manrope of II root reinforced concrete upright column left side linked network and the vertical manrope of II root reinforced concrete upright column right side linked network; Left side seashore solid cylindrical reinforced concrete pile, the right side seashore solid cylindrical reinforced concrete pile of height 3m * bottom surface circular diameter 25cm are installed respectively on left side seashore, right side seashore; Intersection between left side seashore and cultivation netting gear etting squeezes into seabed 4.5m with pile driving barge by described I root reinforced concrete upright column bottom, and guarantees that the vertical manrope of left side linked network on I root reinforced concrete upright column is positioned at a side that approaches left side seashore solid cylindrical reinforced concrete pile; Distance between left side seashore solid cylindrical reinforced concrete pile and I root reinforced concrete upright column is 5m; Between right side seashore and cultivation netting gear etting, intersection squeezes into seabed 4.5m with pile driving barge by described II root reinforced concrete upright column bottom, and guarantees that the vertical manrope of right side linked network on II root reinforced concrete upright column is positioned at a side that approaches right side seashore solid cylindrical reinforced concrete pile; Distance between right side seashore solid cylindrical reinforced concrete pile and II root reinforced concrete upright column is also 5m; Left side seashore solid cylindrical reinforced concrete pile, I root reinforced concrete upright column, II root reinforced concrete upright column, right side seashore solid cylindrical reinforced concrete pile are positioned at same plane; Cut out the antifouling ultra-high molecular weight polyethylene of width 15.6m length * 5.2m width through netting, three layers of antifouling ultra-high molecular weight polyethylene of square that after folding for twice, the acquisition length of side is 5.2m are through netting, to three layers of antifouling ultra-high molecular weight polyethylene of square through netting edge by fan-shaped pruning of 5m radius * 90 ° central angle, after pruning, obtain fan-shaped three layers of antifouling ultra-high molecular weight polyethylene through netting, using this as the left bank etting that is flexible coupling; The antifouling Z that the etting radial direction that is flexible coupling in left bank is again installed five diameter 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades,Article five, the angle that in three bursts of ultra-high molecular weight polyethylene torsades of antifouling Z sth. made by twisting of diameter 14mm, adjacent two antifouling Z twist with the fingers between three bursts of ultra-high molecular weight polyethylene torsades is 22.5 °, be positioned at left bank and be flexible coupling that to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades be the left bank horizontal manrope of etting that is flexible coupling to the antifouling Z of of etting horizontal direction, be positioned at left bank and be flexible coupling that to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades be the left bank vertical manrope of etting that is flexible coupling to the antifouling Z of of etting vertical direction, be positioned at left bank and be flexible coupling that to twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades be the left bank radially manrope of etting that is flexible coupling for three antifouling Z that the horizontal manrope of etting is flexible coupling between the vertical manrope of etting with left bank, the stereotyped writing nylon rope of a diameter 26mm is installed at the edge of the first etting circumferential section that is flexible coupling in left bank, again with diameter 4.5mm nylon rope by 0.2m spacing by the pricking to tie up with above-mentioned stereotyped writing nylon rope without shelves marine anchor chain and be connected of 7.86m length * 20.5mm anchor chain diameter, using this as the left bank etting edge guiding principle that is flexible coupling, by identical method, obtain right bank etting, the right bank horizontal manrope of etting, the right bank vertical manrope of etting, right bank radially manrope, the right bank etting edge guiding principle that is flexible coupling of etting that is flexible coupling that is flexible coupling that is flexible coupling that is flexible coupling for the seashore of right side, first left bank is flexible coupling one end and the left bank of etting edge guiding principle is flexible coupling after one end of the horizontal manrope of etting is connected with fast knot and is connected with fast knot with left side seashore solid cylindrical reinforced concrete pile, then by left bank be flexible coupling the horizontal manrope of etting the tension of other end level and tie fixing with I root reinforced concrete upright column, between the vertical manrope of etting that then left bank is flexible coupling with diameter 3.9mm terylene braided wire every 5cm and the vertical manrope of left side linked network on I root reinforced concrete upright column, tie fixing, all tie fixing after the left bank vertical manrope of etting that is flexible coupling be just fixed on I root reinforced concrete upright column, during low tide, in a plane at left side seashore solid cylindrical reinforced concrete pile, I root reinforced concrete upright column place, with cutting machine, left side seashore foundation stone is opened the left bank arc-shaped slot of a 5m radius * 90 ° central angle, it is the center of circle that left bank arc-shaped slot be take I root reinforced concrete upright column top, by 1.96m arc length spacing, plays the 0.5m * bottom surface circular diameter 15cm left bank cylindrical cast iron stakes of 4 height in the arc-shaped slot of left bank, the etting edge guiding principle that first left bank is flexible coupling is laid in the arc-shaped slot of left bank in turn, etting vertical manrope is again flexible coupling left bank, left bank be flexible coupling etting radially after manrope tension successively and between the cylindrical cast iron stake of left bank, tie fixing, then in the arc-shaped slot of left bank, press the old etting of 1m arc length uniform filling 1kg, in old etting upper end, with underwater concrete, left bank arc-shaped slot is built and filled up again, build and while filling up, need guarantee that the left bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, the etting that just left bank is flexible coupling after underwater concrete sclerosis is smooth to be fixed between left side seashore and I root reinforced concrete upright column, by the same method of left side seashore, one end of the etting edge guiding principle that first right bank is flexible coupling and right bank are flexible coupling after one end of the horizontal manrope of etting is connected with fast knot and are connected with fast knot with right side seashore solid cylindrical reinforced concrete pile,The other end level tension of the horizontal manrope of etting that again right bank is flexible coupling is also tied fixing with II root reinforced concrete upright column, between the vertical manrope of etting that then right bank is flexible coupling with diameter 3.9mm terylene braided wire every 5cm and the vertical manrope of right side linked network on II root reinforced concrete upright column, tie fixing, all tie fixing after the right bank vertical manrope of etting that is flexible coupling be just fixed on II root reinforced concrete upright column, by the same method of left side seashore, during low tide, in a plane at right side seashore solid cylindrical reinforced concrete pile and II root reinforced concrete upright column place, with cutting machine, right side seashore foundation stone is opened the right bank arc-shaped slot of a 5m radius * 90 ° central angle, it is the center of circle that right bank arc-shaped slot be take II root reinforced concrete upright column top, by 1.96m arc length spacing, plays the 0.5m * bottom surface circular diameter 15cm right bank cylindrical cast iron stakes of 4 height in right bank arc-shaped slot, the etting edge guiding principle that first right bank is flexible coupling is laid in right bank arc-shaped slot in turn, etting vertical manrope is again flexible coupling right bank, right bank be flexible coupling etting radially after manrope tension successively and between the stake of right bank cylindrical cast iron, tie fixing, then in right bank arc-shaped slot, press the old etting of 1m arc length uniform filling 1kg, in old etting upper end, with underwater concrete, right bank arc-shaped slot is built and filled up again, build and while filling up, need guarantee that the right bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, after underwater concrete sclerosis, just right bank being flexible coupling, etting is smooth to be fixed between right side seashore and II root reinforced concrete upright column, between I root reinforced concrete upright column, II root reinforced concrete upright column, build the armored concrete dykes and dams of one section of 92m length copper alloy mesh grid, the strong sling of annular superelevation and the square bar rib concrete pile of a pre-buried panel height degree 1m of while, armored concrete dykes and dams end face level and be 4.5m apart from water surface elevation, the armored concrete dykes and dams gradient is 1:1.4, copper alloy mesh grid is perpendicular to armored concrete dykes and dams end face, and top edge guiding principle, lower limb guiding principle are equipped with in copper alloy mesh grid, and the top edge guiding principle of copper alloy mesh grid, lower limb guiding principle are respectively apart from water surface 3.9m, 4.9m, spacing between adjacent two square bar rib concrete piles is 2.3m, spacing between adjacent two strong slings of annular superelevation is 7cm, three bursts of ultra-high molecular weight polyethylene torsades of the antifouling Z sth. made by twisting of a length 92m, diameter 14mm are penetrated in turn on armored concrete dykes and dams end face and strained after 1315 strong slings of annular superelevation, with Plastic Bandage, antifouling Z is twisted with the fingers to three bursts of ultra-high molecular weight polyethylene torsades and the strong sling of annular superelevation and tie fixingly, using that this ties three bursts of ultra-high molecular weight polyethylene torsades of antifouling Z sth. made by twisting after fixing as the horizontal manrope of linked network, be exposed at outward the strong sling of annular superelevation outside armored concrete dykes and dams end face with rope girth be 44mm, the strong sling of annular superelevation that is embedded in armored concrete dykes and dams end face is 106mm with rope girth, every 5cm, with diameter 3.5mm terylene braided wire, by tiing between cultivation netting gear etting left hand edge guiding principle and the vertical manrope of right side linked network on I root reinforced concrete upright column, be fixedly connected with, all tie and cultivate netting gear etting left hand edge guiding principle after being fixedly connected with and be just fixed on I root reinforced concrete upright column,Every 5cm, with diameter 3.9mm terylene braided wire, by tiing between cultivation netting gear etting infraclass and the horizontal manrope of linked network, be fixedly connected with, all tie and cultivate netting gear etting infraclass after being fixedly connected with and be just fixed on armored concrete dykes and dams end face; Every 15cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3mm, the horizontal manrope of networking of cultivation netting gear etting is pricked to tie up with copper alloy mesh grid top edge guiding principle and be fixedly connected with; Every 5cm, with diameter 3.3mm terylene braided wire, by tiing between cultivation netting gear etting right hand edge guiding principle and the vertical manrope of left side linked network on II root reinforced concrete upright column, be fixedly connected with, all tie and cultivate netting gear etting right hand edge guiding principle after being fixedly connected with and be just fixed on II root reinforced concrete upright column; Finally, will after the both ends horizontal tension of cultivation netting gear etting headline, tie and be fixedly connected with I root reinforced concrete upright column, II root reinforced concrete upright column respectively; Left side seashore, left side seashore solid cylindrical reinforced concrete pile, left bank be flexible coupling etting, right side seashore solid cylindrical reinforced concrete pile, the right side seashore of etting, I root reinforced concrete upright column, cultivation netting gear etting, II root reinforced concrete upright column, right bank that be flexible coupling just firmly connects into a tight connected integral body like this.
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CN104041433A (en) * 2014-05-12 2014-09-17 浙江大学宁波理工学院 Mounting method of large shallow sea purse net cultivation device
CN104255595A (en) * 2014-09-05 2015-01-07 浙江大学宁波理工学院 Method for installing large shallow sea aquaculture seine
CN108293937A (en) * 2018-02-09 2018-07-20 中国水产科学研究院东海水产研究所 A kind of breeding fence net facility network bottom fixing piece
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CN111387096A (en) * 2020-04-30 2020-07-10 浙江东一海洋集团有限公司 Be applied to large-scale rail facility in marine ranch
CN111387096B (en) * 2020-04-30 2021-09-28 浙江东一海洋集团有限公司 Be applied to large-scale rail facility in marine ranch

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