CN103598126B - Method for assembling aquaculture net between shores - Google Patents
Method for assembling aquaculture net between shores Download PDFInfo
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- CN103598126B CN103598126B CN201310608643.XA CN201310608643A CN103598126B CN 103598126 B CN103598126 B CN 103598126B CN 201310608643 A CN201310608643 A CN 201310608643A CN 103598126 B CN103598126 B CN 103598126B
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- etting
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- weight polyethylene
- upright column
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- 238000000034 method Methods 0.000 title claims abstract description 67
- 238000009360 aquaculture Methods 0.000 title abstract description 11
- 244000144974 aquaculture Species 0.000 title abstract description 11
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 220
- 239000004699 Ultra-high molecular weight polyethylene Substances 0.000 claims abstract description 120
- 229920000785 ultra high molecular weight polyethylene Polymers 0.000 claims abstract description 120
- 230000003373 anti-fouling effect Effects 0.000 claims abstract description 102
- 239000007787 solid Substances 0.000 claims abstract description 48
- 230000008878 coupling Effects 0.000 claims description 122
- 238000010168 coupling process Methods 0.000 claims description 122
- 238000005859 coupling reaction Methods 0.000 claims description 122
- 239000004567 concrete Substances 0.000 claims description 67
- 239000004677 Nylon Substances 0.000 claims description 52
- 229920001778 nylon Polymers 0.000 claims description 52
- 239000004698 Polyethylene Substances 0.000 claims description 40
- 239000000835 fiber Substances 0.000 claims description 40
- -1 polyethylene Polymers 0.000 claims description 40
- 229920000573 polyethylene Polymers 0.000 claims description 40
- 230000008569 process Effects 0.000 claims description 36
- 239000002519 antifouling agent Substances 0.000 claims description 22
- 229910000881 Cu alloy Inorganic materials 0.000 claims description 21
- 229920004933 Terylene® Polymers 0.000 claims description 18
- 239000005020 polyethylene terephthalate Substances 0.000 claims description 18
- 229910001018 Cast iron Inorganic materials 0.000 claims description 16
- 238000001035 drying Methods 0.000 claims description 12
- 229920003023 plastic Polymers 0.000 claims description 12
- 239000004033 plastic Substances 0.000 claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 210000003141 lower extremity Anatomy 0.000 claims description 7
- 230000006855 networking Effects 0.000 claims description 7
- 208000034189 Sclerosis Diseases 0.000 claims description 6
- 238000009954 braiding Methods 0.000 claims description 6
- 238000013138 pruning Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 241000251468 Actinopterygii Species 0.000 description 11
- 241000252233 Cyprinus carpio Species 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
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- Revetment (AREA)
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
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 of aquaculture purse seine or oceanic pasture 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.Can relate to cultivation netting gear etting assembly method between seashore in aquaculture purse seine or oceanic pasture technical field, 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, and under both cannot having resisted bad weather, high sea impacts, cannot prevent again fish between seashore and cultivation netting gear etting from escaping.If method of attachment problem between seashore and cultivation netting gear etting effectively can not be solved, people successfully cannot carry out aquaculture purse seine or oceanic pasture cultivation, therefore, cultivate netting gear etting assembly method between seashore and become the art still unsolved technical barrier for a long time.The art is in the urgent need to a kind of method cultivating netting gear etting and assemble between seashore, impacts with high sea under solving connectivity problem between seashore and cultivation netting gear etting, effectively resisting bad weather, shorten the connect hours between seashore and cultivation netting gear etting and effectively prevent cultured fishes between seashore and cultivation netting gear etting from escaping, raising cultivates netting gear etting storm resisting performance.
Summary of the invention
The object of this invention is to provide a kind of method cultivating netting gear etting and assemble between seashore, efficiently to solve connectivity problem between seashore and cultivation netting gear etting, under effectively resisting bad weather, high sea impacts, shorten the connect hours between seashore and cultivation netting gear etting and effectively prevent from, between seashore and cultivation netting gear etting, cultured fishes escape incident occurs, improving cultivation netting gear etting storm resisting performance.
Technical scheme of the present invention adopt line density be the superhigh molecular weight polyethylene fibers of 178tex and 180tex, fishing net anti-fouling agent, reinforced concrete upright column, marine antifouling agents, four strands of nylon ropes, stereotyped writing nylon rope, without shelves marine anchor chain, reinforcing bar, underwater concrete, Plastic Bandage, terylene braided wire, copper alloy mesh grid and reinforced concrete pile, it is characterized in that being that the superhigh molecular weight polyethylene fibers warping of 178tex becomes line density to be the superhigh molecular weight polyethylene fibers yarn of 178tex by line density, is that 178tex superhigh molecular weight polyethylene fibers yarn tricot machine is processed into ultra-high molecular weight polyethylene that specification is " UHMWPE-178tex × 36-35 " through netting by 22 line densities according to the special braiding structure of the size of mesh of 35mm, " 7 lopping+15 inlaid thread ", with fishing net anti-fouling agent, through netting, antifouling process is carried out to ultra-high molecular weight polyethylene, just obtain antifouling ultra-high molecular weight polyethylene after drying through netting, be that the superhigh molecular weight polyethylene fibers doubling of 180tex becomes line density to be the superhigh molecular weight polyethylene fibers rope yarn of 720tex by line density, be that the superhigh molecular weight polyethylene fibers rope yarn of 720tex is twisted with the fingers according to Z by 14 line densities, the 31mm stock lay pitch, the restrict special torsade processes of the lay pitch of 34mm becomes diameter to be that the Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, then with fishing net anti-fouling agent, three bursts of ultra-high molecular weight polyethylene torsades are twisted with the fingers to the Z that diameter is 12mm and carry out antifouling process, just obtaining diameter after drying is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, be that the superhigh molecular weight polyethylene fibers doubling of 180tex becomes line density to be the superhigh molecular weight polyethylene fibers rope yarn of 720tex by line density, be that the superhigh molecular weight polyethylene fibers rope yarn of 720tex is twisted with the fingers according to S again by 30 line densities, the 44mm stock lay pitch, the restrict special torsade processes of the lay pitch of 39mm becomes diameter to be that the S of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, then with fishing net anti-fouling agent, three bursts of ultra-high molecular weight polyethylene torsades are twisted with the fingers to the S that diameter is 14mm and carry out antifouling process, just obtaining diameter after drying is that after the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, be that the superhigh molecular weight polyethylene fibers doubling of 180tex becomes line density to be the superhigh molecular weight polyethylene fibers rope yarn of 720tex by line density, be that the superhigh molecular weight polyethylene fibers of 720tex becomes diameter to be that the Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades according to the restrict special torsade processes of the lay pitch of Z sth. made by twisting, the 44mm stock lay pitch, 39mm again by 30 line densities, then twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades with fishing net anti-fouling agent to the Z that diameter is 14mm and carry out antifouling process, just obtaining diameter after drying is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, cut out a width 92.4m length × antifouling ultra-high molecular weight polyethylene of 4.9m width through netting, through netting edge, reinforcement solutions is carried out to antifouling ultra-high molecular weight polyethylene, obtain the antifouling ultra-high molecular weight polyethylene after a width 92m length × 4.5m widthwise edges reinforcement solutions through netting, in this, as cultivation netting gear etting, by the horizontal hanging ratio of 0.7072, installing a diameter at the top edge in cultivation netting gear netting-length direction is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as cultivation netting gear etting headline, by the horizontal hanging ratio of 0.7072, after at the lower limb of cultivation netting gear etting, to install a diameter be the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as cultivation netting gear etting infraclass, by the vertical hanging ratio of 0.707, after at the left hand edge of cultivation netting gear etting width, to install a diameter be the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as cultivation netting gear etting left hand edge guiding principle, by the vertical hanging ratio of 0.707, installing a diameter at the right hand edge of cultivation netting gear etting width is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, and in this, as cultivation netting gear etting right hand edge guiding principle, this just completes the dress guiding principle of cultivation netting gear etting, after between cultivation netting gear etting left hand edge guiding principle, right hand edge guiding principle, every 2.3m, to install a diameter be the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as the vertical manrope of cultivation netting gear etting, connect the horizontal manrope of networking of copper alloy mesh grid top edge guiding principle distance cultivation netting gear etting infraclass 0.6m place's installation one, 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, the square bar rib concrete pile of the 10cm base length of side × 1m height is made with armored concrete, it is the cylindrical hole of 2cm that distance square bar rib concrete pile end face 10cm place reserves an aperture, and cylindrical hole to be tied up with the knot between square bar rib concrete pile for the one end cultivating the vertical manrope of netting gear etting and is connected, 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, with four bursts of nylon rope grafting of a length 63cm, diameter 14mm annular nylon sling that to make 1 girth be 15cm, make 129 annular nylon slings in the same way again, the accumulative annular nylon sling of acquisition 130, twist with the fingers three bursts of ultra-high molecular weight polyethylene torsade grafting with a length 63cm, the antifouling Z of diameter 14mm and make the strong sling of annular superelevation that 1 girth is 15cm, make 1314 strong slings of annular superelevation in the same way again, accumulative acquisition 1315 strong slings of annular superelevation, when Ith reinforced concrete upright column is cast, be positioned at a plane on the left of the Ith reinforced concrete upright column, from distance the Ith reinforced concrete upright column top, perpendicular to column axial line, 1 annular nylon sling be installed every 7cm, be positioned at a plane on the right side of the Ith reinforced concrete upright column, from distance the Ith reinforced concrete upright column top, perpendicular to column axial line, 1 annular nylon sling be installed every 7cm, the annular nylon sling rope girth be exposed at outward outside the Ith reinforced concrete upright column is 44mm, the annular nylon sling rope girth be embedded in the Ith reinforced concrete upright column is 106mm, on the left of Ith reinforced concrete upright column, right side installs 65 annular nylon slings respectively, and all annular nylon rope button bits are in same plane, be that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate upper 65 annular nylon sling post-tensionings on the left of the Ith reinforced concrete upright column in turn tight by one article of length 4.5m, diameter, and tie fixing with Plastic Bandage, in this, as the vertical manrope of linked network on the left of the Ith reinforced concrete upright column, be that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate upper 65 annular nylon sling post-tensionings on the right side of the Ith reinforced concrete upright column in turn tight by one article of length 4.5m, diameter, and tie fixing with Plastic Bandage, in this, as the vertical manrope of linked network on the right side of the Ith reinforced concrete upright column, this just obtains the vertical manrope of linked network and the vertical manrope of linked network on the right side of the Ith reinforced concrete upright column on the left of the Ith reinforced concrete upright column, the Ith reinforced concrete upright column, the vertical manrope of linked network on the right side of the vertical manrope of linked network and the IIth reinforced concrete upright column is obtained on the left of specification framework identical IIth reinforced concrete upright column, the IIth reinforced concrete upright column by same procedure, left side seashore, right side seashore are installed left side seashore solid cylindrical reinforced concrete pile, the right side seashore solid cylindrical reinforced concrete pile of a height 3m × bottom surface circular diameter 25cm respectively, seabed 4.5m is squeezed into pile driving barge in described Ith reinforced concrete upright column bottom by the intersection between left side seashore and cultivation netting gear etting, and the vertical manrope of left side linked network guaranteeing on the Ith reinforced concrete upright column is positioned at the side close to left side seashore solid cylindrical reinforced concrete pile, distance between left side seashore solid cylindrical reinforced concrete pile and the Ith reinforced concrete upright column is 5m, between right side seashore and cultivation netting gear etting, seabed 4.5m is squeezed in described IIth reinforced concrete upright column bottom by intersection's pile driving barge, and the vertical manrope of right side linked network guaranteeing on the IIth reinforced concrete upright column is positioned at the side close to right side seashore solid cylindrical reinforced concrete pile, distance between right side seashore solid cylindrical reinforced concrete pile and the IIth reinforced concrete upright column is also 5m, left side seashore solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column, the IIth 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 a width 15.6m length × 5.2m width through netting, twice folding rear acquisition length of side is that square three layers of antifouling ultra-high molecular weight polyethylene of 5.2m are through netting, to square three layers of antifouling ultra-high molecular weight polyethylene through netting edge by fan-shaped pruning of 5m radius × 90 ° central angle, obtain fan-shaped three layers of antifouling ultra-high molecular weight polyethylene after pruning through netting, to be flexible coupling etting in this, as left bank, the antifouling Z that the etting radial direction that is flexible coupling in left bank again installs five diameter 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, article five, the antifouling Z of diameter 14mm twists with the fingers adjacent two antifouling Z angle twisted with the fingers between three bursts of ultra-high molecular weight polyethylene torsades in 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 that left bank is flexible coupling the horizontal manrope of etting for an antifouling Z 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 that left bank is flexible coupling the vertical manrope of etting for an antifouling Z 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 that left bank is flexible coupling the radial manrope of etting for the horizontal manrope of etting and left bank three the antifouling Z be flexible coupling between the vertical manrope of etting, the stereotyped writing nylon rope of a diameter 26mm is installed at the first edge being flexible coupling etting circumferential section in left bank, again with diameter 4.5mm nylon rope by 0.2m spacing pricking a 7.86m length × 20.5mm anchor chain diameter to tie up with above-mentioned stereotyped writing nylon rope without shelves marine anchor chain and be connected, to be flexible coupling etting edge guiding principle in this, as left bank, obtain right side seashore right bank etting, the right bank horizontal manrope of etting, right bank the be flexible coupling radial manrope of etting, the right bank of the vertical manrope of etting, right bank that be flexible coupling that be flexible coupling that be flexible coupling by identical method to be flexible coupling etting edge guiding principle, first be flexible coupling left bank 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 left side seashore solid cylindrical reinforced concrete pile fast knot, then the other end level tension of the horizontal manrope of etting that is flexible coupling left bank tie fixing with the Ith reinforced concrete upright column, then every 5cm with diameter 3.9mm terylene braided wire left bank is flexible coupling to carry out between the vertical manrope of etting with the vertical manrope of left side linked network on the Ith reinforced concrete upright column tiing fixing, all tie fixing after the left bank vertical manrope of etting that is flexible coupling just be fixed on the Ith reinforced concrete upright column, during low tide, in a plane at left side seashore solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column place, with cutting machine, left side seashore foundation stone is opened to the left bank arc-shaped slot of a 5m radius × 90 ° central angle, left bank arc-shaped slot for the center of circle, left bank arc-shaped slot in plays 4 piece height 0.5m × bottom surface circular diameter 15cm left bank cylindrical cast iron stake by 1.96m arc length spacing with the Ith reinforced concrete upright column top, the etting edge guiding principle that is first flexible coupling left bank is laid in the arc-shaped slot of left bank in turn, be flexible coupling left bank etting vertical manrope again, left bank to be flexible coupling after the tension of etting radial manrope successively and to carry out tiing fixing between the cylindrical cast iron stake of left bank, then in the arc-shaped slot of left bank, press the old etting of 1m arc length uniform filling 1kg, at old etting upper end underwater concrete left bank arc-shaped slot built again and fill up, build and when filling up, need to guarantee that the left bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, the etting that is just flexible coupling left bank after underwater concrete sclerosis is smooth to be fixed between left side seashore and the Ith reinforced concrete upright column, by the method that left side seashore is same, one end and the right bank of etting edge guiding principle of being first flexible coupling by right bank is flexible coupling after one end of the horizontal manrope of etting is connected with fast knot and is connected with right side seashore solid cylindrical reinforced concrete pile fast knot, then the other end level tension of the horizontal manrope of etting that is flexible coupling by right bank tie fixing with the IIth reinforced concrete upright column, then every 5cm with diameter 3.9mm terylene braided wire right bank is flexible coupling to carry out between the vertical manrope of etting with the vertical manrope of right side linked network on the IIth reinforced concrete upright column tiing fixing, all tie fixing after the right bank vertical manrope of etting that is flexible coupling just be fixed on the IIth reinforced concrete upright column, by the method that left side seashore is same, during low tide, in a plane at right side seashore solid cylindrical reinforced concrete pile and the IIth reinforced concrete upright column place, with cutting machine, right side seashore foundation stone is opened to the right bank arc-shaped slot of a 5m radius × 90 ° central angle, right bank arc-shaped slot for the center of circle, right bank arc-shaped slot in plays 4 piece height 0.5m × bottom surface circular diameter 15cm right bank cylindrical cast iron stake by 1.96m arc length spacing with the IIth reinforced concrete upright column top, the etting edge guiding principle that is first flexible coupling by right bank is laid in right bank arc-shaped slot in turn, be flexible coupling right bank etting vertical manrope again, right bank to be flexible coupling after the tension of etting radial manrope successively and to carry out tiing fixing between the stake of right bank cylindrical cast iron, then in right bank arc-shaped slot, press the old etting of 1m arc length uniform filling 1kg, at old etting upper end underwater concrete right bank arc-shaped slot built again and fill up, build and when filling up, need to guarantee that the right bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, the etting that is just flexible coupling by right bank after underwater concrete sclerosis is smooth to be fixed between right side seashore and the IIth reinforced concrete upright column, the armored concrete dykes and dams of one section of 92m length are built and the simultaneously copper alloy mesh grid of a pre-buried panel height degree 1m, the strong sling of annular superelevation and square bar rib concrete pile between the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, armored concrete dykes and dams end face level and distance water surface elevation be 4.5m, 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, the lower limb guiding principle distance water surface 3.9m, 4.9m is respectively equipped with in copper alloy mesh grid, spacing between adjacent two square bar rib concrete piles is 2.3m, spacing between adjacent two strong slings of annular superelevation is 7cm, a length 92m, the antifouling Z of diameter 14mm are twisted with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate in turn on armored concrete dykes and dams end face and strain after 1315 strong slings of annular superelevation, with Plastic Bandage three bursts of ultra-high molecular weight polyethylene torsades are twisted with the fingers to antifouling Z and the strong sling of annular superelevation is tied fixing, using this tie fixing after antifouling Z twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades as the horizontal manrope of linked network, the annular superelevation strong sling rope girth be exposed at outward outside armored concrete dykes and dams end face is 44mm, the annular superelevation strong sling rope girth be embedded in armored concrete dykes and dams end face is 106mm, with diameter 3.5mm terylene braided wire, cultivation netting gear etting left hand edge guiding principle is carried out tiing being fixedly connected with between the vertical manrope of right side linked network on the Ith reinforced concrete upright column every 5cm, all tie and cultivate netting gear etting left hand edge guiding principle after being fixedly connected with and be just fixed on the Ith reinforced concrete upright column, with diameter 3.9mm terylene braided wire, cultivation netting gear etting infraclass is carried out tiing being fixedly connected with between the horizontal manrope of linked network every 5cm, 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, the horizontal manrope of networking of cultivation netting gear etting and copper alloy mesh grid top edge guiding principle carried out bundle every 15cm with the ultra-high molecular weight polyethylene braided wire of diameter 3mm to tie up and be fixedly connected with, with diameter 3.3mm terylene braided wire, cultivation netting gear etting right hand edge guiding principle is carried out tiing being fixedly connected with between the vertical manrope of left side linked network on the IIth reinforced concrete upright column every 5cm, all tie and cultivate netting gear etting right hand edge guiding principle after being fixedly connected with and be just fixed on the IIth reinforced concrete upright column, finally, carry out tiing being fixedly connected with the Ith reinforced concrete upright column, the IIth reinforced concrete upright column respectively by after the both ends horizontal tension of cultivation netting gear etting headline, such 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, the Ith reinforced concrete upright column, cultivation netting gear etting, the IIth reinforced concrete upright column, right bank that be flexible coupling just firmly connects into the entirety that can effectively prevent cultured fishes from escaping, being closely connected, a kind of method cultivating netting gear etting and assemble between seashore that Here it is.
Outstanding feature of the present invention is connected with tying to tie up between the square bar rib concrete pile be embedded in armored concrete dykes and dams by the vertical manrope other end of cultivation netting gear etting, both greatly reduced cultivation netting gear etting stressed, and effectively prevent again cultivation netting gear etting infraclass and take off the generation that fish accident is escaped at the end, achieve between seashore with cultivation netting gear etting be effectively connected fast by the unique construction etting transition that is flexible coupling, by left side seashore, left side seashore solid cylindrical reinforced concrete pile, left bank is flexible coupling etting, Ith reinforced concrete upright column, cultivation netting gear etting, IIth reinforced concrete upright column, right bank is flexible coupling etting, right side seashore solid cylindrical reinforced concrete pile, right side seashore firmly connects into one and can effectively prevent cultured fishes from escaping, the entirety be closely connected, the safety of cultivation netting gear is considerably increased while reducing engineering construction amount, effectively prevent stocked carp to escape from seashore and 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 connection be flexible coupling the vertical manrope of etting and and cylindrical cast iron stake between pricks tie up consolidate, tension connection be flexible coupling the radial manrope of etting and and pricks between cylindrical cast iron stake to tie up and consolidates, build the measures such as underwater concrete, both the etting infraclass that was flexible coupling under effectively having ensure that the bad weathers such as typhoon or bottom depart from bank base and escape fish, be connected by the vertical manrope of the etting that is flexible coupling and the tension between radial manrope with cylindrical cast iron stake thereof again and carry main external force, etting is torn under avoiding the bad weathers such as typhoon, substantially increase service life and the equipment of cultivation netting gear, the present invention adopts the special braiding structure of " 7 lopping+15 inlaid thread ", and create specification after longitudinal thermal finalization process is carried out to etting for the ultra-high molecular weight polyethylene of " UHMWPE-178tex × 36-35 " is through netting, equal nominal number of share of stock (36 strands), braiding structure that it can be made compared with prior art field same material are that the common braiding structure ultra-high molecular weight polyethylene of " 8 lopping+12 inlaid thread " significantly improves through netting brute force, substantially increase service life and the equipment of cultivation netting gear, the present invention carries out antifouling process to cultivation netting gear ultra-high molecular weight polyethylene through netting fishing net anti-fouling agent, obtain the ultra-high molecular weight polyethylene after antifouling process through netting, which greatly enhances the anti-pollution function of cultivation netting gear, greatly reduce cultivation netting gear draping number of times and reduce labour intensity, facilitating water body flow and stocked carp inside and outside cultivation netting gear and grow, the present invention is buckled with effect by the annular nylon rope be embedded on reinforced concrete upright column and achieves at the Ith reinforced concrete upright column, IIth reinforced concrete upright column installs the vertical manrope of linked network, and by cultivation netting gear etting left hand edge guiding principle and the reverse lay on the Ith reinforced concrete upright column to the right the vertical manrope of linked network directly contact and prick and tie up connection, cultivation netting gear etting right hand edge guiding principle is directly contacted with the vertical manrope of left side linked network on the IIth reinforced concrete upright column and pricks and ties up connection, and cultivate 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 prevent the direct contact wear between cultivation netting gear etting and reinforced concrete upright column between rete cord, substantially increase service life and the equipment of cultivation netting gear, the present invention effectively achieves install the horizontal manrope of linked network by being embedded in the strong sling of annular superelevation in armored concrete dykes and dams end face on armored concrete dykes and dams end face, and cultivation netting gear etting infraclass is carried out tiing being fixedly connected with between the horizontal manrope of linked network, and cultivate netting gear etting with armored concrete dykes and dams end face and directly do not contact, by excessively effectively prevent the direct contact wear between cultivation netting gear etting and armored concrete dykes and dams end face between rete cord, substantially increase the equipment of cultivation netting gear, superhigh molecular weight polyethylene fibers material is used for the manufacture cultivating netting gear by the present invention, greatly reduce keeping the more existing common cultivation netting gear specification of the present invention's cultivation netting gear specification under equal powerful prerequisite, greatly reduce the raw materials consumption of cultivation netting gear, the common cultivation netting gear that cultivation netting gear intensity more existing Common synthetic fiber netting makes improves greatly, substantially increases 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 and the horizontal manrope of networking on cultivation netting gear etting are pricked to tie up with ultra-high molecular weight polyethylene braided wire and are fixedly connected with, add cultivation netting gear etting heavily to protect with second between armored concrete dykes and dams end face and be connected, cultivate netting gear etting infraclass under effectively prevent the bad weathers such as typhoon and take off the generation that fish accident is escaped at the end, substantially increase large-scale netting gear equipment.Result of the test shows, the technical program improving the anti-pollution function of existing cultivation netting gear etting, impact resistance, wind wave resistance fluidity energy, prevent stocked carp from escaping, reduce draping number of times, to promote inside and outside cultivation netting gear etting water body to exchange and stocked carp grow, avoid cultivating the direct contact wear between netting gear etting and reinforced concrete upright column etc. in Be very effective; Compared with prior art, this method has outstanding substantive distinguishing features and significant progress, and this method is with the obvious advantage in aquaculture purse seine or oceanic pasture engineering, greatly improves cultivation netting gear facility outfit level.
Accompanying drawing explanation
Fig. 1 is a kind of schematic diagram cultivating netting gear etting assembly method between seashore.
Embodiment
Illustrate below in conjunction with accompanying drawing and implement best way of the present invention:
The present invention adopt line density be the superhigh molecular weight polyethylene fibers of 178tex and 180tex, fishing net anti-fouling agent, reinforced concrete upright column, marine antifouling agents, four strands of nylon ropes, stereotyped writing nylon rope, without shelves marine anchor chain, reinforcing bar, underwater concrete, Plastic Bandage, terylene braided wire, copper alloy mesh grid and reinforced concrete pile, be first that the superhigh molecular weight polyethylene fibers warping of 178tex becomes line density to be the superhigh molecular weight polyethylene fibers yarn of 178tex by line density, then be that 178tex superhigh molecular weight polyethylene fibers yarn tricot machine is processed into ultra-high molecular weight polyethylene that specification is " UHMWPE-178tex × 36-35 " through netting by 22 line densities according to the special braiding structure of the size of mesh of 35mm, " 7 lopping+15 inlaid thread ", with fishing net anti-fouling agent, through netting, antifouling process is carried out to ultra-high molecular weight polyethylene, just obtain antifouling ultra-high molecular weight polyethylene after drying through netting, be that the superhigh molecular weight polyethylene fibers doubling of 180tex becomes line density to be the superhigh molecular weight polyethylene fibers rope yarn of 720tex by line density, be that the superhigh molecular weight polyethylene fibers rope yarn of 720tex is twisted with the fingers according to Z again by 14 line densities, the 31mm stock lay pitch, the restrict special torsade processes of the lay pitch of 34mm becomes diameter to be that the Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, then with fishing net anti-fouling agent, three bursts of ultra-high molecular weight polyethylene torsades are twisted with the fingers to the Z that diameter is 12mm and carry out antifouling process, just obtaining diameter after drying is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, be that the superhigh molecular weight polyethylene fibers doubling of 180tex becomes line density to be the superhigh molecular weight polyethylene fibers rope yarn of 720tex by line density, be that the superhigh molecular weight polyethylene fibers rope yarn of 720tex is twisted with the fingers according to S again by 30 line densities, the 44mm stock lay pitch, the restrict special torsade processes of the lay pitch of 39mm becomes diameter to be that the S of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, then with fishing net anti-fouling agent, three bursts of ultra-high molecular weight polyethylene torsades are twisted with the fingers to the S that diameter is 14mm and carry out antifouling process, just obtaining diameter after drying is that after the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, be that the superhigh molecular weight polyethylene fibers doubling of 180tex becomes line density to be the superhigh molecular weight polyethylene fibers rope yarn of 720tex by line density, be that the superhigh molecular weight polyethylene fibers of 720tex becomes diameter to be that the Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades according to the restrict special torsade processes of the lay pitch of Z sth. made by twisting, the 44mm stock lay pitch, 39mm again by 30 line densities, then twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades with fishing net anti-fouling agent to the Z that diameter is 14mm and carry out antifouling process, just obtaining diameter after drying is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, cut out a width 92.4m length × antifouling ultra-high molecular weight polyethylene of 4.9m width through netting, through netting edge, reinforcement solutions is carried out to antifouling ultra-high molecular weight polyethylene, obtain the antifouling ultra-high molecular weight polyethylene after a width 92m length × 4.5m widthwise edges reinforcement solutions through netting, in this, as cultivation netting gear etting (16 in Fig. 1), by the horizontal hanging ratio of 0.7072, installing a diameter at the top edge in cultivation netting gear netting-length direction is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as cultivation netting gear etting headline (15 in Fig. 1), by the horizontal hanging ratio of 0.7072, after at the lower limb of cultivation netting gear etting, to install a diameter be the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as cultivation netting gear etting infraclass (24 in Fig. 1), by the vertical hanging ratio of 0.707, after at the left hand edge of cultivation netting gear etting width, to install a diameter be the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as cultivation netting gear etting left hand edge guiding principle (14 in Fig. 1), by the vertical hanging ratio of 0.707, installing a diameter at the right hand edge of cultivation netting gear etting width is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, and in this, as cultivation netting gear etting right hand edge guiding principle, this just completes the dress guiding principle of cultivation netting gear etting, after between cultivation netting gear etting left hand edge guiding principle, right hand edge guiding principle, every 2.3m, to install a diameter be the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as the cultivation vertical manrope of netting gear etting (17 in Fig. 1), connect the copper alloy mesh grid top edge guiding principle horizontal manrope of networking (22 in Fig. 1) distance cultivation netting gear etting infraclass 0.6m place's installation one, 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, the square bar rib concrete pile of the 10cm base length of side × 1m height is made with armored concrete, on square bar rib concrete pile, it is the cylindrical hole of 2cm that distance square bar rib concrete pile end face 10cm place reserves an aperture, and cylindrical hole to be tied up with the knot between square bar rib concrete pile for the one end cultivating the vertical manrope of netting gear etting and is connected, reinforced concrete upright column is hollow cylindrical, length 9m, external diameter 30cm, wall thickness 10cm, Ith reinforced concrete upright column outer surface is coated with three layers of marine antifouling agents, with four bursts of nylon rope grafting of a length 63cm, diameter 14mm annular nylon sling that to make 1 girth be 15cm, make 129 annular nylon slings in the same way again, the accumulative annular nylon sling of acquisition 130, twist with the fingers three bursts of ultra-high molecular weight polyethylene torsade grafting with a length 63cm, the antifouling Z of diameter 14mm and make the strong sling of annular superelevation that 1 girth is 15cm, make 1314 strong slings of annular superelevation in the same way again, accumulative acquisition 1315 strong slings of annular superelevation, when Ith reinforced concrete upright column (8 in Fig. 1) is cast, be positioned at a plane on the left of the Ith reinforced concrete upright column, from distance the Ith reinforced concrete upright column top, perpendicular to column axial line, 1 annular nylon sling be installed every 7cm, be positioned at the same plane on the right side of the Ith reinforced concrete upright column, from distance the Ith reinforced concrete upright column top, perpendicular to column axial line, 1 annular nylon sling be installed every 7cm, be exposed at that the Ith reinforced concrete upright column outer ring nylon sling rope girth is 44mm, to be embedded in the Ith reinforced concrete upright column that annular nylon rope is buckled with rope girth be 106mm outward, on the left of Ith reinforced concrete upright column, right side installs 65 annular nylon slings respectively, and all annular nylon rope button bits are in same plane, be that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and penetrates upper 65 annular nylon slings (11 in Fig. 1) on the left of the Ith reinforced concrete upright column in turn and strain afterwards by one article of length 4.5m, diameter, and tie fixing with Plastic Bandage, in this, as the vertical manrope of linked network (10 in Fig. 1) on the left of the Ith reinforced concrete upright column, be that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and penetrates upper 65 annular nylon slings (12 in Fig. 1) on the right side of the Ith reinforced concrete upright column in turn and strain afterwards by one article of length 4.5m, diameter, and tie fixing with Plastic Bandage, in this, as the vertical manrope of linked network (13 in Fig. 1) on the right side of the Ith reinforced concrete upright column, this just obtains the vertical manrope of linked network and the vertical manrope of linked network on the right side of the Ith reinforced concrete upright column on the left of the Ith reinforced concrete upright column, the Ith reinforced concrete upright column, the vertical manrope of linked network on the right side of the vertical manrope of linked network and the IIth reinforced concrete upright column is obtained on the left of specification framework identical IIth reinforced concrete upright column, the IIth reinforced concrete upright column by same procedure, left side seashore (7 in Fig. 1), right side seashore are distinguished left side seashore solid cylindrical reinforced concrete pile (1 in Fig. 1), the right side seashore solid cylindrical reinforced concrete pile of setting height(from bottom) 3m × bottom surface circular diameter 25cm, seabed 4.5m is squeezed into pile driving barge in above-mentioned Ith reinforced concrete upright column bottom by the intersection between left side seashore and cultivation netting gear etting, and the vertical manrope of left side linked network guaranteeing on the Ith reinforced concrete upright column is positioned at the side close to left side seashore solid cylindrical reinforced concrete pile, distance between left side seashore solid cylindrical reinforced concrete pile and the Ith reinforced concrete upright column is 5m, between right side seashore and cultivation netting gear etting, seabed 4.5m is squeezed in described IIth reinforced concrete upright column bottom by intersection's pile driving barge, and the vertical manrope of right side linked network guaranteeing on the IIth reinforced concrete upright column is positioned at the side close to 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 the IIth reinforced concrete upright column are also 5m, left side seashore solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column, the IIth 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 a width 15.6m length × 5.2m width through netting, twice folding rear acquisition length of side is that square three layers of antifouling ultra-high molecular weight polyethylene of 5.2m are through netting, to square three layers of antifouling ultra-high molecular weight polyethylene through netting edge by fan-shaped pruning of 5m radius × 90 ° central angle, obtain fan-shaped three layers of antifouling ultra-high molecular weight polyethylene after pruning through netting, to be flexible coupling etting (3 in Fig. 1) in this, as left bank, the antifouling Z that the etting radial direction that is flexible coupling in left bank again installs five diameter 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, article five, the antifouling Z of diameter 14mm twists with the fingers adjacent two antifouling Z angle twisted with the fingers between three bursts of ultra-high molecular weight polyethylene torsades in 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 that left bank is flexible coupling the horizontal manrope of etting (2 of Fig. 1) for an antifouling Z 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 that left bank is flexible coupling the vertical manrope of etting (9 of Fig. 1) for an antifouling Z 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 that left bank is flexible coupling the radial manrope (4 of Fig. 1) of etting for the horizontal manrope of etting and left bank three the antifouling Z be flexible coupling between the vertical manrope of etting, the stereotyped writing nylon rope of a diameter 26mm is installed at the first edge being flexible coupling etting circumferential section in left bank, again with diameter 4.5mm nylon rope by 0.2m spacing pricking a 7.86m length × 20.5mm anchor chain diameter to tie up with above-mentioned stereotyped writing nylon rope without shelves marine anchor chain and be connected, to be flexible coupling etting edge guiding principle (6 in Fig. 1) in this, as left bank, obtain right side seashore right bank etting, the right bank horizontal manrope of etting, right bank the be flexible coupling radial manrope of etting, the right bank of the vertical manrope of etting, right bank that be flexible coupling that be flexible coupling that be flexible coupling by identical method to be flexible coupling etting edge guiding principle, first be flexible coupling left bank 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 left side seashore solid cylindrical reinforced concrete pile fast knot, then the other end level tension of the horizontal manrope of etting that is flexible coupling left bank tie fixing with the Ith reinforced concrete upright column, then every 5cm with diameter 3.9mm terylene braided wire left bank is flexible coupling to carry out between the vertical manrope of etting with the vertical manrope of left side linked network on the Ith reinforced concrete upright column tiing fixing, all tie fixing after the left bank vertical manrope of etting that is flexible coupling just be fixed on the Ith reinforced concrete upright column, during low tide, in a plane at left side seashore solid cylindrical reinforced concrete pile and the Ith reinforced concrete upright column place, with cutting machine, left side seashore foundation stone is opened to the left bank arc-shaped slot of a 5m radius × 90 ° central angle, left bank arc-shaped slot with the Ith reinforced concrete upright column top for the center of circle, in the arc-shaped slot of left bank, 0.5m × circular diameter 15cm left bank, the bottom surface cylindrical cast iron stake (5 in Fig. 1) of 4 height is played by 1.96m arc length spacing, the etting edge guiding principle that is first flexible coupling left bank is laid in the arc-shaped slot of left bank in turn, be flexible coupling left bank etting vertical manrope again, left bank to be flexible coupling after the tension of etting radial manrope successively and to carry out tiing fixing between the cylindrical cast iron stake of left bank, then in the arc-shaped slot of left bank, press the old etting of 1m arc length uniform filling 1kg, at old etting upper end underwater concrete left bank arc-shaped slot built again and fill up, build and when filling up, need to guarantee that the left bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, the etting that is just flexible coupling left bank after underwater concrete sclerosis is smooth to be fixed between left side seashore and the Ith reinforced concrete upright column, by the method that left side seashore is same, one end and the right bank of etting edge guiding principle of being first flexible coupling by right bank is flexible coupling after one end of the horizontal manrope of etting is connected with fast knot and is connected with right side seashore solid cylindrical reinforced concrete pile fast knot, then the other end level tension of the horizontal manrope of etting that is flexible coupling by right bank tie fixing with the IIth reinforced concrete upright column, then every 5cm with diameter 3.9mm terylene braided wire right bank is flexible coupling to carry out between the vertical manrope of etting with the vertical manrope of right side linked network on the IIth reinforced concrete upright column tiing fixing, all tie fixing after the right bank vertical manrope of etting that is flexible coupling just be fixed on the IIth reinforced concrete upright column, by the method that left side seashore is same, during low tide, in a plane at right side seashore solid cylindrical reinforced concrete pile and the IIth reinforced concrete upright column place, with cutting machine, right side seashore foundation stone is opened to the right bank arc-shaped slot of a 5m radius × 90 ° central angle, right bank arc-shaped slot with the IIth reinforced concrete upright column top for the center of circle, in right bank arc-shaped slot, the 0.5m × bottom surface circular diameter 15cm right bank cylindrical cast iron stake of 4 height is played by 1.96m arc length spacing, the etting edge guiding principle that is first flexible coupling by right bank is laid in right bank arc-shaped slot in turn, be flexible coupling right bank etting vertical manrope again, right bank to be flexible coupling after the tension of etting radial manrope successively and to carry out tiing fixing between the stake of right bank cylindrical cast iron, then in right bank arc-shaped slot, press the old etting of 1m arc length uniform filling 1kg, at old etting upper end underwater concrete right bank arc-shaped slot built again and fill up, build and when filling up, need to guarantee that the right bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, the etting that is just flexible coupling by right bank after underwater concrete sclerosis is smooth to be fixed between right side seashore and the IIth reinforced concrete upright column, the armored concrete dykes and dams (28 in Fig. 1) of one section of 92m length are built and the simultaneously copper alloy mesh grid (20 in Fig. 1) of a pre-buried panel height degree 1m, the strong sling of annular superelevation and square bar rib concrete pile (19 in Fig. 1) between the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, armored concrete dykes and dams end face level and distance water surface elevation be 4.5m, 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) be the distance water surface 3.9m, 4.9m respectively, spacing between adjacent two square bar rib concrete piles is 2.3m, spacing between adjacent two strong slings of annular superelevation is 7cm, a length 92m, the antifouling Z of diameter 14mm are twisted with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate 1315 strong slings of annular superelevation (26 in Fig. 1) on armored concrete dykes and dams end face in turn and strain afterwards, with Plastic Bandage three bursts of ultra-high molecular weight polyethylene torsades are twisted with the fingers to antifouling Z and the strong sling of annular superelevation is tied fixing, using this tie fixing after antifouling Z twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades as the horizontal manrope of linked network (27 in Fig. 1), the annular superelevation strong sling rope girth be exposed at outward outside armored concrete dykes and dams end face is 44mm, the annular superelevation strong sling rope girth be embedded in armored concrete dykes and dams end face is 106mm, cultivation netting gear etting left hand edge guiding principle is carried out tiing being fixedly connected with between the vertical manrope of right side linked network on the Ith reinforced concrete upright column with diameter 3.5mm terylene braided wire every 5cm, all tie and cultivate netting gear etting left hand edge guiding principle after being fixedly connected with and be just fixed on the Ith reinforced concrete upright column, cultivation netting gear etting infraclass is carried out tiing being fixedly connected with between the horizontal manrope of linked network with diameter 3.9mm terylene braided wire every 5cm, 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, the horizontal manrope of networking of cultivation netting gear etting and copper alloy mesh grid top edge guiding principle carried out bundle every 15cm with the ultra-high molecular weight polyethylene braided wire of diameter 3mm (21 in Fig. 1) to tie up and be fixedly connected with, cultivation netting gear etting right hand edge guiding principle is carried out tiing being fixedly connected with between the vertical manrope of left side linked network on the IIth reinforced concrete upright column with diameter 3.3mm terylene braided wire every 5cm, all tie and cultivate netting gear etting right hand edge guiding principle after being fixedly connected with and be just fixed on the IIth reinforced concrete upright column, finally, carry out tiing being fixedly connected with the Ith reinforced concrete upright column, the IIth reinforced concrete upright column respectively by after the both ends horizontal tension of cultivation netting gear etting headline, such 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, the Ith reinforced concrete upright column, cultivation netting gear etting, the IIth reinforced concrete upright column, right bank that be flexible coupling just firmly connects into the entirety that can effectively prevent cultured fishes from escaping, being closely connected, a kind of method cultivating netting gear etting and assemble between seashore that Here it is.
Claims (1)
1. cultivate the method that netting gear etting assembles between seashore, adopt line density be the superhigh molecular weight polyethylene fibers of 178tex and 180tex, fishing net anti-fouling agent, reinforced concrete upright column, marine antifouling agents, four strands of nylon ropes, stereotyped writing nylon rope, without shelves marine anchor chain, reinforcing bar, underwater concrete, Plastic Bandage, terylene braided wire, copper alloy mesh grid and reinforced concrete pile, it is characterized in that being that the superhigh molecular weight polyethylene fibers warping of 178tex becomes line density to be the superhigh molecular weight polyethylene fibers yarn of 178tex by line density, is that 178tex superhigh molecular weight polyethylene fibers yarn tricot machine is processed into ultra-high molecular weight polyethylene that specification is " UHMWPE-178tex × 36-35 " through netting by 22 line densities according to the braiding structure of the size of mesh of 35mm, " 7 lopping+15 inlaid thread ", with fishing net anti-fouling agent, through netting, antifouling process is carried out to ultra-high molecular weight polyethylene, just obtain antifouling ultra-high molecular weight polyethylene after drying through netting, be that the superhigh molecular weight polyethylene fibers doubling of 180tex becomes line density to be the superhigh molecular weight polyethylene fibers rope yarn of 720tex by line density, be that the superhigh molecular weight polyethylene fibers rope yarn of 720tex is twisted with the fingers according to Z by 14 line densities, the 31mm stock lay pitch, the restrict special torsade processes of the lay pitch of 34mm becomes diameter to be that the Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, then with fishing net anti-fouling agent, three bursts of ultra-high molecular weight polyethylene torsades are twisted with the fingers to the Z that diameter is 12mm and carry out antifouling process, just obtaining diameter after drying is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, be that the superhigh molecular weight polyethylene fibers doubling of 180tex becomes line density to be the superhigh molecular weight polyethylene fibers rope yarn of 720tex by line density, be that the superhigh molecular weight polyethylene fibers rope yarn of 720tex is twisted with the fingers according to S again by 30 line densities, the 44mm stock lay pitch, the restrict special torsade processes of the lay pitch of 39mm becomes diameter to be that the S of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, then with fishing net anti-fouling agent, three bursts of ultra-high molecular weight polyethylene torsades are twisted with the fingers to the S that diameter is 14mm and carry out antifouling process, just obtaining diameter after drying is that after the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, be that the superhigh molecular weight polyethylene fibers doubling of 180tex becomes line density to be the superhigh molecular weight polyethylene fibers rope yarn of 720tex by line density, be that the superhigh molecular weight polyethylene fibers of 720tex becomes diameter to be that the Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades according to the restrict special torsade processes of the lay pitch of Z sth. made by twisting, the 44mm stock lay pitch, 39mm again by 30 line densities, then twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades with fishing net anti-fouling agent to the Z that diameter is 14mm and carry out antifouling process, just obtaining diameter after drying is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, cut out a width 92.4m length × antifouling ultra-high molecular weight polyethylene of 4.9m width through netting, through netting edge, reinforcement solutions is carried out to antifouling ultra-high molecular weight polyethylene, obtain the antifouling ultra-high molecular weight polyethylene after a width 92m length × 4.5m widthwise edges reinforcement solutions through netting, in this, as cultivation netting gear etting, by the horizontal hanging ratio of 0.7072, installing a diameter at the top edge in cultivation netting gear netting-length direction is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as cultivation netting gear etting headline, by the horizontal hanging ratio of 0.7072, after at the lower limb of cultivation netting gear etting, to install a diameter be the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as cultivation netting gear etting infraclass, by the vertical hanging ratio of 0.707, after at the left hand edge of cultivation netting gear etting width, to install a diameter be the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as cultivation netting gear etting left hand edge guiding principle, by the vertical hanging ratio of 0.707, installing a diameter at the right hand edge of cultivation netting gear etting width is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, and in this, as cultivation netting gear etting right hand edge guiding principle, this just completes the dress guiding principle of cultivation netting gear etting, after between cultivation netting gear etting left hand edge guiding principle, right hand edge guiding principle, every 2.3m, to install a diameter be the antifouling process of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as the vertical manrope of cultivation netting gear etting, connect the horizontal manrope of networking of copper alloy mesh grid top edge guiding principle distance cultivation netting gear etting infraclass 0.6m place's installation one, 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, the square bar rib concrete pile of the 10cm base length of side × 1m height is made with armored concrete, it is the cylindrical hole of 2cm that distance square bar rib concrete pile end face 10cm place reserves an aperture, and cylindrical hole to be tied up with the knot between square bar rib concrete pile for the one end cultivating the vertical manrope of netting gear etting and is connected, 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, with four bursts of nylon rope grafting of a length 63cm, diameter 14mm annular nylon sling that to make 1 girth be 15cm, make 129 annular nylon slings in the same way again, the accumulative annular nylon sling of acquisition 130, twist with the fingers three bursts of ultra-high molecular weight polyethylene torsade grafting with a length 63cm, the antifouling Z of diameter 14mm and make the strong sling of annular superelevation that 1 girth is 15cm, make 1314 strong slings of annular superelevation in the same way again, accumulative acquisition 1315 strong slings of annular superelevation, when Ith reinforced concrete upright column is cast, be positioned at a plane on the left of the Ith reinforced concrete upright column, from distance the Ith reinforced concrete upright column top, perpendicular to column axial line, 1 annular nylon sling be installed every 7cm, be positioned at a plane on the right side of the Ith reinforced concrete upright column, from distance the Ith reinforced concrete upright column top, perpendicular to column axial line, 1 annular nylon sling be installed every 7cm, the annular nylon sling rope girth be exposed at outward outside the Ith reinforced concrete upright column is 44mm, the annular nylon sling rope girth be embedded in the Ith reinforced concrete upright column is 106mm, on the left of Ith reinforced concrete upright column, right side installs 65 annular nylon slings respectively, and all annular nylon rope button bits are in same plane, be that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate upper 65 annular nylon sling post-tensionings on the left of the Ith reinforced concrete upright column in turn tight by one article of length 4.5m, diameter, and tie fixing with Plastic Bandage, in this, as the vertical manrope of linked network on the left of the Ith reinforced concrete upright column, be that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate upper 65 annular nylon sling post-tensionings on the right side of the Ith reinforced concrete upright column in turn tight by one article of length 4.5m, diameter, and tie fixing with Plastic Bandage, in this, as the vertical manrope of linked network on the right side of the Ith reinforced concrete upright column, this just obtains the vertical manrope of linked network and the vertical manrope of linked network on the right side of the Ith reinforced concrete upright column on the left of the Ith reinforced concrete upright column, the Ith reinforced concrete upright column, the vertical manrope of linked network on the right side of the vertical manrope of linked network and the IIth reinforced concrete upright column is obtained on the left of specification framework identical IIth reinforced concrete upright column, the IIth reinforced concrete upright column by same procedure, left side seashore, right side seashore are installed left side seashore solid cylindrical reinforced concrete pile, the right side seashore solid cylindrical reinforced concrete pile of a height 3m × bottom surface circular diameter 25cm respectively, seabed 4.5m is squeezed into pile driving barge in described Ith reinforced concrete upright column bottom by the intersection between left side seashore and cultivation netting gear etting, and the vertical manrope of left side linked network guaranteeing on the Ith reinforced concrete upright column is positioned at the side close to left side seashore solid cylindrical reinforced concrete pile, distance between left side seashore solid cylindrical reinforced concrete pile and the Ith reinforced concrete upright column is 5m, between right side seashore and cultivation netting gear etting, seabed 4.5m is squeezed in described IIth reinforced concrete upright column bottom by intersection's pile driving barge, and the vertical manrope of right side linked network guaranteeing on the IIth reinforced concrete upright column is positioned at the side close to right side seashore solid cylindrical reinforced concrete pile, distance between right side seashore solid cylindrical reinforced concrete pile and the IIth reinforced concrete upright column is also 5m, left side seashore solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column, the IIth 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 a width 15.6m length × 5.2m width through netting, twice folding rear acquisition length of side is that square three layers of antifouling ultra-high molecular weight polyethylene of 5.2m are through netting, to square three layers of antifouling ultra-high molecular weight polyethylene through netting edge by fan-shaped pruning of 5m radius × 90 ° central angle, obtain fan-shaped three layers of antifouling ultra-high molecular weight polyethylene after pruning through netting, to be flexible coupling etting in this, as left bank, the antifouling Z that the etting radial direction that is flexible coupling in left bank again installs five diameter 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, article five, the antifouling Z of diameter 14mm twists with the fingers adjacent two antifouling Z angle twisted with the fingers between three bursts of ultra-high molecular weight polyethylene torsades in 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 that left bank is flexible coupling the horizontal manrope of etting for an antifouling Z 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 that left bank is flexible coupling the vertical manrope of etting for an antifouling Z 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 that left bank is flexible coupling the radial manrope of etting for the horizontal manrope of etting and left bank three the antifouling Z be flexible coupling between the vertical manrope of etting, the stereotyped writing nylon rope of a diameter 26mm is installed at the first edge being flexible coupling etting circumferential section in left bank, again with diameter 4.5mm nylon rope by 0.2m spacing pricking a 7.86m length × 20.5mm anchor chain diameter to tie up with above-mentioned stereotyped writing nylon rope without shelves marine anchor chain and be connected, to be flexible coupling etting edge guiding principle in this, as left bank, obtain right side seashore right bank etting, the right bank horizontal manrope of etting, right bank the be flexible coupling radial manrope of etting, the right bank of the vertical manrope of etting, right bank that be flexible coupling that be flexible coupling that be flexible coupling by identical method to be flexible coupling etting edge guiding principle, first be flexible coupling left bank 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 left side seashore solid cylindrical reinforced concrete pile fast knot, then the other end level tension of the horizontal manrope of etting that is flexible coupling left bank tie fixing with the Ith reinforced concrete upright column, then every 5cm with diameter 3.9mm terylene braided wire left bank is flexible coupling to carry out between the vertical manrope of etting with the vertical manrope of left side linked network on the Ith reinforced concrete upright column tiing fixing, all tie fixing after the left bank vertical manrope of etting that is flexible coupling just be fixed on the Ith reinforced concrete upright column, during low tide, in a plane at left side seashore solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column place, with cutting machine, left side seashore foundation stone is opened to the left bank arc-shaped slot of a 5m radius × 90 ° central angle, left bank arc-shaped slot for the center of circle, left bank arc-shaped slot in plays 4 piece height 0.5m × bottom surface circular diameter 15cm left bank cylindrical cast iron stake by 1.96m arc length spacing with the Ith reinforced concrete upright column top, the etting edge guiding principle that is first flexible coupling left bank is laid in the arc-shaped slot of left bank in turn, be flexible coupling left bank etting vertical manrope again, left bank to be flexible coupling after the tension of etting radial manrope successively and to carry out tiing fixing between the cylindrical cast iron stake of left bank, then in the arc-shaped slot of left bank, press the old etting of 1m arc length uniform filling 1kg, at old etting upper end underwater concrete left bank arc-shaped slot built again and fill up, build and when filling up, need to guarantee that the left bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, the etting that is just flexible coupling left bank after underwater concrete sclerosis is smooth to be fixed between left side seashore and the Ith reinforced concrete upright column, by the method that left side seashore is same, one end and the right bank of etting edge guiding principle of being first flexible coupling by right bank is flexible coupling after one end of the horizontal manrope of etting is connected with fast knot and is connected with right side seashore solid cylindrical reinforced concrete pile fast knot, then the other end level tension of the horizontal manrope of etting that is flexible coupling by right bank tie fixing with the IIth reinforced concrete upright column, then every 5cm with diameter 3.9mm terylene braided wire right bank is flexible coupling to carry out between the vertical manrope of etting with the vertical manrope of right side linked network on the IIth reinforced concrete upright column tiing fixing, all tie fixing after the right bank vertical manrope of etting that is flexible coupling just be fixed on the IIth reinforced concrete upright column, by the method that left side seashore is same, during low tide, in a plane at right side seashore solid cylindrical reinforced concrete pile and the IIth reinforced concrete upright column place, with cutting machine, right side seashore foundation stone is opened to the right bank arc-shaped slot of a 5m radius × 90 ° central angle, right bank arc-shaped slot for the center of circle, right bank arc-shaped slot in plays 4 piece height 0.5m × bottom surface circular diameter 15cm right bank cylindrical cast iron stake by 1.96m arc length spacing with the IIth reinforced concrete upright column top, the etting edge guiding principle that is first flexible coupling by right bank is laid in right bank arc-shaped slot in turn, be flexible coupling right bank etting vertical manrope again, right bank to be flexible coupling after the tension of etting radial manrope successively and to carry out tiing fixing between the stake of right bank cylindrical cast iron, then in right bank arc-shaped slot, press the old etting of 1m arc length uniform filling 1kg, at old etting upper end underwater concrete right bank arc-shaped slot built again and fill up, build and when filling up, need to guarantee that the right bank etting edge guiding principle that is flexible coupling is adjacent to bottom land, the etting that is just flexible coupling by right bank after underwater concrete sclerosis is smooth to be fixed between right side seashore and the IIth reinforced concrete upright column, the armored concrete dykes and dams of one section of 92m length are built and the simultaneously copper alloy mesh grid of a pre-buried panel height degree 1m, the strong sling of annular superelevation and square bar rib concrete pile between the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, armored concrete dykes and dams end face level and distance water surface elevation be 4.5m, 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, the top edge guiding principle of copper alloy mesh grid, the lower limb guiding principle distance water surface 3.9m, 4.9m respectively, spacing between adjacent two square bar rib concrete piles is 2.3m, spacing between adjacent two strong slings of annular superelevation is 7cm, a length 92m, the antifouling Z of diameter 14mm are twisted with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate in turn on armored concrete dykes and dams end face and strain after 1315 strong slings of annular superelevation, with Plastic Bandage three bursts of ultra-high molecular weight polyethylene torsades are twisted with the fingers to antifouling Z and the strong sling of annular superelevation is tied fixing, using this tie fixing after antifouling Z twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades as the horizontal manrope of linked network, the annular superelevation strong sling rope girth be exposed at outward outside armored concrete dykes and dams end face is 44mm, the annular superelevation strong sling rope girth be embedded in armored concrete dykes and dams end face is 106mm, with diameter 3.5mm terylene braided wire, cultivation netting gear etting left hand edge guiding principle is carried out tiing being fixedly connected with between the vertical manrope of right side linked network on the Ith reinforced concrete upright column every 5cm, all tie and cultivate netting gear etting left hand edge guiding principle after being fixedly connected with and be just fixed on the Ith reinforced concrete upright column, with diameter 3.9mm terylene braided wire, cultivation netting gear etting infraclass is carried out tiing being fixedly connected with between the horizontal manrope of linked network every 5cm, 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, the horizontal manrope of networking of cultivation netting gear etting and copper alloy mesh grid top edge guiding principle carried out bundle every 15cm with the ultra-high molecular weight polyethylene braided wire of diameter 3mm to tie up and be fixedly connected with, with diameter 3.3mm terylene braided wire, cultivation netting gear etting right hand edge guiding principle is carried out tiing being fixedly connected with between the vertical manrope of left side linked network on the IIth reinforced concrete upright column every 5cm, all tie and cultivate netting gear etting right hand edge guiding principle after being fixedly connected with and be just fixed on the IIth reinforced concrete upright column, finally, carry out tiing being fixedly connected with the Ith reinforced concrete upright column, the IIth reinforced concrete upright column respectively by after the both ends horizontal tension of cultivation netting gear etting headline, such 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, the Ith reinforced concrete upright column, cultivation netting gear etting, the IIth reinforced concrete upright column, right bank that be flexible coupling just firmly connects into the entirety be closely connected.
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| CN104041433B (en) * | 2014-05-12 | 2015-09-09 | 浙江大学宁波理工学院 | The installation method of a kind of large-scale shallow sea seining cultivation device |
| CN104255595B (en) * | 2014-09-05 | 2016-04-13 | 浙江大学宁波理工学院 | The installation method of large-scale culture pure seine used in shallow sea |
| CN108293937B (en) * | 2018-02-09 | 2023-06-13 | 中国水产科学研究院东海水产研究所 | Net bottom fixing piece for cultivation fence net facility |
| 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 |
| CN116210630A (en) * | 2022-12-01 | 2023-06-06 | 上海交通大学 | Screen lifting, removing and installing device applied to net cage and operation method |
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