CN103598127A - Method of fitting large fishing tackle net between two shores - Google Patents
Method of fitting large fishing tackle net between two shores Download PDFInfo
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- CN103598127A CN103598127A CN201310608668.XA CN201310608668A CN103598127A CN 103598127 A CN103598127 A CN 103598127A CN 201310608668 A CN201310608668 A CN 201310608668A CN 103598127 A CN103598127 A CN 103598127A
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- reinforced concrete
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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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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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
A method of fitting large fishing tackle net between two shores is characterized in that a reinforced concrete column is driven to 2.5m of the sea bed at an intersection of large fishing tackle net and each of left and right shores, a reinforced concrete dyke is cast between the reinforced concrete column and each of the left and right shores, a reinforced concrete horizontal net weir is cast between the two reinforced concrete dykes, a hanger horizontal lacing line is fixed on the top of the reinforced concrete horizontal net weir, a left side line of the large fishing tackle net is fixedly tied and connected to a hanger vertical lacing line on the left reinforced concrete column, a lower line of the large fishing tackle net is fixedly tied and connected to the hanger horizontal lacing line, a right side line of the large fishing tackle is fixedly tied and connected to a hanger vertical lacing line on the right reinforced concrete column, and finally, the ends of float lines of the large fishing tackle net are fixedly tied and connected to the left and right reinforced concrete columns.
Description
Technical field
The invention belongs to large-scale Culture pure seine or oceanic pasture dam construction technical field, relate in particular to the assembly method of large-scale netting gear etting between two seashores.
Background technology
In large-scale Culture pure seine or oceanic pasture dam construction technical field, can relate to the assembly method problem of large-scale netting gear etting between two complex-terrain seashores.If can not effectively solve the assembly method problem of large-scale netting gear etting between two seashores, large-scale netting gear etting cannot resist wave ocean current long-term impact, cannot resist the short-term impact of storm tide under typhoon weather, also just cannot prevent from, between seashore and large-scale netting gear etting, stocked carp escape accident occurs, people also just cannot normally carry out large-scale Culture pure seine or oceanic pasture fish culture.Because fishing gear or fish culture net cage and large-scale Culture pure seine or oceanic pasture dam construction technology differ greatly, fishing gear or fish culture net cage technical field all do not have the assembly method of large-scale netting gear etting between two seashores, and the assembly method of large-scale netting gear etting between two seashores just becomes the art technical barrier in the urgent need to address.Prior art field, there is technical staff to adopt the assembly method of the pressure networks such as stone or sandbag, under the long-term impact of wave ocean current and typhoon weather all there is fish escape accident in the short-term impact of storm tide, this mounting technology causes heavy losses to relevant raiser or enterprise, and current large-scale Culture pure seine or oceanic pasture raiser or enterprise but feel simply helpless to this.Large-scale netting gear etting need to effectively be resisted the short-term impact of storm tide under the long-term impact of wave ocean current and typhoon weather in the assembly method between two seashores, shorten large-scale netting gear etting in the installation time between two seashores and effectively prevent from, between seashore and large-scale netting gear etting, cultured fishes escape incident occurs, improve large-scale netting gear shock resistance, improve the overall efficiency of large-scale Culture pure seine or oceanic pasture, the large-scale Culture pure seine of boosting or oceanic pasture cultivation Sustainable Healthy Development, therefore, the assembly method of large-scale netting gear etting between two seashores is still unsolved technical barrier of prior art field.
Summary of the invention
The object of this invention is to provide the assembly method of a kind of large-scale netting gear etting between two seashores, effectively to solve large-scale netting gear etting in the assembly method problem between two complex-terrain seashores, effectively to shorten large-scale netting gear etting in the installation time between two seashores and effectively to prevent from, between seashore and large-scale netting gear etting, cultured fishes escape incident occurs, improve large-scale netting gear shock resistance, improve the overall efficiency of large-scale Culture pure seine or oceanic pasture, the large-scale Culture pure seine of boosting or oceanic pasture cultivation Sustainable Healthy Development.
Technical scheme of the present invention comprises and adopts large-scale netting gear etting, copper alloy mesh grid, square bar rib concrete pile and the reinforced concrete upright column that headline, infraclass, left and right edges guiding principle are housed, it is characterized in that every 1.84m, a vertical manrope being installed between large-scale netting gear etting left hand edge guiding principle and right hand edge guiding principle, at the large-scale netting gear etting infraclass 0.6m of distance, install one for connecting the horizontal manrope of networking of copper alloy mesh grid top edge guiding principle, vertical manrope and the horizontal manrope that networks all adopt the super-macromolecule polyethylene rope of diameter 10mm; At the super-macromolecule polyethylene rope of copper alloy mesh grid edge assembling diameter 8mm, using this as copper alloy mesh grid edge guiding principle; Square bar rib concrete pile is 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 one end of the vertical manrope of large-scale netting gear etting; Reinforced concrete upright column is installed 1 annular terylene sling every 10cm perpendicular to column axial line, and annular terylene rope is smashed and penetrated a vertical manrope of linked network, and bundle is tied up fixing; Intersection at left side seashore and large-scale netting gear etting squeezes into seabed 2.5m by I root reinforced concrete upright column lower end, and guarantees that the vertical manrope of linked network on I root reinforced concrete upright column is positioned at the side away from left side seashore; Intersection at right side seashore and large-scale netting gear etting squeezes into seabed 2.5m by II root reinforced concrete upright column lower end, and guarantees that the vertical manrope of linked network on II root reinforced concrete upright column is positioned at the side away from right side seashore; Between left side seashore and I root reinforced concrete upright column, with armored concrete, build I section armored concrete dykes and dams, make left side seashore, I section armored concrete dykes and dams, I root reinforced concrete upright column form a tight connected integral body; Between right side seashore and II root reinforced concrete upright column, with armored concrete, build II section armored concrete dykes and dams, make right side seashore, II section armored concrete dykes and dams, II root reinforced concrete upright column form a tight connected integral body; The gradient of I section armored concrete dykes and dams and II section armored concrete dykes and dams is 1:1.4; Between I section armored concrete dykes and dams and II section armored concrete dykes and dams, build armored concrete level dress net dam, and 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 level fills net dam crest face level and is 4.5m apart from water surface elevation; Copper alloy mesh grid is perpendicular to armored concrete level dress net dam crest face, and copper alloy mesh grid top edge guiding principle, lower limb guiding principle are respectively apart from water surface 3.9m, 4.9m; Spacing between adjacent two square bar rib concrete piles is 1.84m; Spacing between adjacent two strong slings of annular superelevation is 10cm, by a ultra-high molecular weight polyethylene torsade penetrate in turn prick after the strong sling of annular superelevation on armored concrete level dress net dam crest face tie up fixing, as the horizontal manrope of linked network; The headline of vertical manrope one end of large-scale netting gear etting and large-scale netting gear etting is connected and fixed, and between the other end and square bar rib concrete pile, knot is tied up and is connected; Every 5cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm, the left hand edge guiding principle of large-scale netting gear etting is pricked to tie up with the vertical manrope of linked network on I root reinforced concrete upright column and be fixedly connected with; Every 5cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3.9mm, the horizontal manrope of the infraclass of large-scale netting gear etting and linked network is pricked to tie up and be fixedly connected with; Every 15cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3mm, the horizontal manrope of networking on large-scale 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 the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm, the right hand edge guiding principle of large-scale netting gear etting is pricked to tie up with the vertical manrope of linked network on II root reinforced concrete upright column and be fixedly connected with; Finally, the end of the headline of large-scale netting gear etting is pricked to tie up and is fixedly connected with I root reinforced concrete upright column, II root reinforced concrete upright column respectively, this has just completed the assembling of large-scale netting gear etting between two seashores.
Outstanding feature of the present invention is by the transition of armored concrete dykes and dams, realized the assembling of large-scale netting gear etting between two seashores, left side seashore, I section armored concrete dykes and dams, large-scale netting gear etting, II section armored concrete dykes and dams, right side seashore are connected into a closed integral body that effectively prevents that cultured fishes from escaping, being closely connected, increased the safety of large-scale Culture pure seine or oceanic pasture engineering netting gear, effectively prevented that stocked carp is from junction escape between seashore and large-scale netting gear etting, the present invention innovation is connected tying to tie up between one end of the vertical manrope of large-scale netting gear etting and the square bar rib concrete pile being embedded in armored concrete level dress net dam, both greatly reduced large-scale netting gear etting stressed, effectively prevented again that the de-end of large-scale netting gear etting infraclass from escaping the generation of fish accident, the best Bian of large-scale netting gear etting in the present invention is that the ultra-high molecular weight polyethylene of " UHMWPE-178tex * 37-50 " is through netting by specification, the common braiding structure ultra-high molecular weight polyethylene that the equal nominal number of share of stock (37 strands) that it can be made compared with prior art field same material, braiding structure are " 8 lopping+13 inlaid thread " is through the powerful obviously raising of netting, the service life and the equipment that have greatly improved large-scale netting gear etting, the present invention also can carry out antifouling processing through netting with fishing net anti-fouling agent with ultra-high molecular weight polyethylene to large-scale netting gear etting, to obtain ultra-high molecular weight polyethylene after antifouling processing through netting, can greatly improve the anti-pollution function of large-scale netting gear etting, reduce large-scale netting gear etting draping number of times and reduced labour intensity, significantly reduce the impact of wave stream to large-scale netting gear etting, promote the inside and outside water body flow of large-scale netting gear etting and stocked carp to grow, greatly improved the service life of large-scale netting gear etting, the present invention is buckled with effect and has realized at I root reinforced concrete upright column by being embedded in annular terylene rope on reinforced concrete upright column, the vertical manrope of linked network is installed on II root reinforced concrete upright column, and the left hand edge guiding principle of large-scale netting gear etting is directly contacted and prick to tie up with the vertical manrope of linked network on I root reinforced concrete upright column be connected, the right hand edge guiding principle of large-scale netting gear etting is directly contacted and prick to tie up with the vertical manrope of linked network on II root reinforced concrete upright column and be connected, and the left hand edge guiding principle of large-scale netting gear etting, right hand edge guiding principle does not directly contact with reinforced concrete upright column, avoided the direct contact wear between large-scale netting gear etting and reinforced concrete upright column, service life and the equipment of large-scale netting gear etting have greatly been improved, the present invention is by being embedded in the strong sling of annular superelevation in armored concrete level dress net dam crest face, effectively realized on armored concrete level dress net dam crest face the horizontal manrope of linked network has been installed, and be fixedly connected with pricking to tie up between the horizontal manrope of the infraclass of large-scale netting gear etting and linked network, and large-scale netting gear etting does not directly contact with armored concrete level dress net dam crest face, avoided the direct contact wear between large-scale netting gear etting and armored concrete level dress net dam crest face, the service life and the equipment that have greatly improved large-scale netting gear etting, the ring buckle that the present invention adopts the strong sling alternative metals of annular superelevation material that synthetic fibers are made to make, has effectively avoided the corrosion of ring buckle in briny environment, has greatly improved service life and the equipment of ring buckle in briny environment, the present invention is in the copper alloy mesh grid perpendicular to the pre-buried panel height degree 1m of armored concrete level dress net dam crest face, and be fixedly connected with pricking to tie up with ultra-high molecular weight polyethylene braided wire between copper alloy mesh grid top edge guiding principle and the horizontal manrope of networking on large-scale netting gear etting, increased by second between large-scale netting gear etting and armored concrete level dress net dam crest face heavily protection be connected, effectively prevent the generation that under the bad weathers such as typhoon, fish accident is escaped at the de-end of large-scale netting gear etting infraclass, greatly improved large-scale netting gear equipment.Result of the test shows, above-mentioned technological means, improving impact resistance, the wind wave resistance fluidity energy of existing large-scale netting gear etting, prevent stocked carp escape, reduce draping number of times, reduce wave stream to the impact of large-scale netting gear etting, promote inside and outside large-scale netting gear etting that water body exchange and stocked carp grow, avoid the aspect effects such as direct contact wear between large-scale netting gear etting and reinforced concrete upright column remarkable, greatly promote large-scale netting gear equipment, promoted the sustainable development of large-scale Culture pure seine or oceanic pasture.
Accompanying drawing explanation
The assembly method schematic diagram of the large-scale netting gear etting of Fig. 1 between two seashores
Embodiment
Embodiment 1: the specific embodiment of the present invention (referring to accompanying drawing) adopts large-scale netting gear etting 7, copper alloy mesh grid 17, reinforced concrete upright column and the square bar rib concrete pile 19 that headline 8, infraclass 14, left and right edges guiding principle are housed, between large-scale netting gear etting left hand edge guiding principle 6 and right hand edge guiding principle every a vertical manrope 18 of 1.84m installation; Reinforced concrete upright column is every about 10cm(10cm) perpendicular to column axial line, 1 annular terylene sling 5 is installed, annular terylene rope smash penetrate a vertical manrope 3 of linked network and prick tie up fixing; At left side seashore 1, with the intersection of large-scale netting gear etting, seabed 2.5m is squeezed into in I root reinforced concrete upright column 9 lower ends, and guarantee that the vertical manrope of linked network on I root reinforced concrete upright column is positioned at the side away from left side seashore; Intersection at right side seashore and large-scale netting gear etting squeezes into seabed 2.5m by II root reinforced concrete upright column lower end, and guarantees that the vertical manrope of linked network on II root reinforced concrete upright column is positioned at the side away from right side seashore; Between left side seashore and I root reinforced concrete upright column, with armored concrete, build I section armored concrete dykes and dams 2, make left side seashore, I section armored concrete dykes and dams, I root reinforced concrete upright column form a tight connected integral body; Between right side seashore and II root reinforced concrete upright column, with armored concrete, build II section armored concrete dykes and dams, make right side seashore, II section armored concrete dykes and dams, II root reinforced concrete upright column form a tight connected integral body; The gradient of I section armored concrete dykes and dams and II section armored concrete dykes and dams both sides is 1:1.4; The strong sling 15 of copper alloy mesh grid, annular superelevation and the square bar rib concrete pile of between I section armored concrete dykes and dams and II section armored concrete dykes and dams, building armored concrete level dress net dam a pre-buried panel height degree 1m of while, armored concrete level fills net dam crest face level and is 4.5m apart from water surface elevation; Copper alloy mesh grid is perpendicular to armored concrete level dress net dam crest face, and copper alloy mesh grid top edge guiding principle 12, copper alloy mesh grid lower limb guiding principle 20 are respectively apart from water surface 3.9m, 4.9m; Spacing between adjacent two square bar rib concrete piles is 1.84m; Spacing between adjacent two strong slings of annular superelevation is about 10cm(10cm), by a ultra-high molecular weight polyethylene torsade penetrate in turn prick after the strong sling of annular superelevation on armored concrete level dress net dam crest face tie up fixing, as the horizontal manrope 16 of linked network; The headline of vertical manrope one end of large-scale netting gear etting and large-scale netting gear etting is connected and fixed, and between the other end and square bar rib concrete pile, knot is tied up and is connected; Every 5cm, with the ultra-high molecular weight polyethylene braided wire 4 of diameter 3.3mm, the left hand edge guiding principle of large-scale netting gear etting is pricked to tie up with the vertical manrope of linked network on I root reinforced concrete upright column and be fixedly connected with; Every 5cm, with the ultra-high molecular weight polyethylene braided wire 13 of diameter 3.9mm, the horizontal manrope of the infraclass of large-scale netting gear etting and linked network is pricked to tie up and be fixedly connected with; Every 15cm, with the ultra-high molecular weight polyethylene braided wire 10 of diameter 3mm, the horizontal manrope 11 of the networking on large-scale 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 the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm, the right hand edge guiding principle of large-scale netting gear etting is pricked to tie up with the vertical manrope of linked network on II root reinforced concrete upright column and be fixedly connected with; Finally, the end of the headline of large-scale netting gear etting is pricked to tie up and is fixedly connected with I root reinforced concrete upright column, II root reinforced concrete upright column respectively, this has just completed the assembling of large-scale netting gear etting between two seashores.
Embodiment 2: according to the mode described in embodiment 1, large-scale netting gear etting is except being equipped with in the usual way, preferred large-scale netting gear etting is that " UHMWPE-178tex * 37-50 " ultra-high molecular weight polyethylene is through netting, it is the superhigh molecular weight polyethylene fibers yarn of 178tex that the superhigh molecular weight polyethylene fibers warping that is 178tex by line density becomes line density, again according to the size of mesh of 50mm, the special braiding structure of " 7 lopping+16 inlaid thread " and longitudinally thermal finalization are processed 23 line densities, and to be 178tex superhigh molecular weight polyethylene fibers yarn be processed into ultra-high molecular weight polyethylene that specification is " UHMWPE-178tex * 37-50 " through netting with tricot machine, then 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.
According to the mode described in embodiment 1, the following preferred ultra-high molecular weight polyethylene torsade of recommend adoption: it is the superhigh molecular weight polyethylene fibers rope yarn of 720tex that the superhigh molecular weight polyethylene fibers doubling of line density 180tex is become to 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, line density is that to become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex in the superhigh molecular weight polyethylene fibers doubling of 180tex, 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, line density is that to become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex in the superhigh molecular weight polyethylene fibers doubling of 180tex, 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.
According to the mode described in embodiment 1, large-scale netting gear etting is except routine assembling mode, recommend the antifouling ultra-high molecular weight polyethylene of cutting one width 92.2m length * 4.7m width 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 netting; By 0.7072 horizontal hanging ratio, at the top edge of large-scale 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 headline as large-scale netting gear etting; By 0.7072 horizontal hanging ratio, after the lower limb of large-scale 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 infraclass as large-scale netting gear etting; By 0.70701 vertical hanging ratio, after the left hand edge of large-scale 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 left hand edge guiding principle as large-scale netting gear etting; By 0.70701 vertical hanging ratio, at the right hand edge of large-scale 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 right hand edge guiding principle as large-scale netting gear etting; At the left hand edge guiding principle of large-scale netting gear etting,, every 1.84m, a diameter to be installed between the right hand edge guiding principle of large-scale netting gear etting be that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, using this vertical manrope as large-scale netting gear etting.
According to the mode described in embodiment 1, reinforced concrete upright column recommend adoption hollow cylindrical, length 7m, external diameter 30cm, wall thickness 10cm reinforced concrete upright column, outer surface is coated with three layers of marine antifouling agents;
According to the mode described in embodiment 1, annular terylene sling recommend adoption be take four strands of terylene ropes of a length 63cm, diameter 14mm and is pegged graft and make 1 annular terylene sling that girth is 15cm; With identical method, make 91 annular terylene slings, accumulative total obtains 92 annular terylene slings again; Annular superelevation strong sling be take the antifouling Z of a length 63cm, diameter 14mm and is twisted with the fingers three bursts of ultra-high molecular weight polyethylene torsades and peg graft and make 1 strong sling of annular superelevation that girth is 15cm; With identical method, make 920 strong slings of annular superelevation, accumulative total obtains 921 strong slings of annular superelevation again;
When reinforced concrete upright column is cast, be positioned at a plane of reinforced concrete upright column homonymy, from start perpendicular to column axial line, 1 annular terylene sling to be installed every 10cm apart from reinforced concrete upright column top; Be exposed at outward reinforced concrete upright column outer ring terylene sling with rope girth be 45mm, to be embedded in annular terylene sling in reinforced concrete upright column be 105mm with rope girth; A reinforced concrete upright column is installed 46 annular terylene slings; 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 reinforced concrete upright column 46 annular terylene sling post-tensionings tight, and tie up fixing with Plastic Bandage bundle, using this as the vertical manrope of linked network, and this has just obtained I root reinforced concrete upright column; By same procedure, obtain the identical II root of specification framework reinforced concrete upright column.
According to the mode described in embodiment 1, between left side seashore and large-scale netting gear etting, intersection squeezes into seabed 2.5m with pile driving barge by I root reinforced concrete upright column lower end, and guarantees that the vertical manrope of linked network on I root reinforced concrete upright column is positioned at the side away from left side shore profile line; Between right side seashore and large-scale netting gear etting, intersection squeezes into seabed 2.5m with pile driving barge by II root reinforced concrete upright column lower end, and guarantees that the vertical manrope of linked network on II root reinforced concrete upright column is positioned at the side away from right side shore profile line; Left side shore profile line, I root reinforced concrete upright column, II root reinforced concrete upright column, right side shore profile line are positioned at same plane; Between left side seashore and I root reinforced concrete upright column, with armored concrete, build I section armored concrete dykes and dams, between right side seashore and II root reinforced concrete upright column, with armored concrete, build II section armored concrete dykes and dams, I section armored concrete dykes and dams top width is 3m, and the I section armored concrete dykes and dams gradient is 1:1.4; I section armored concrete dykes and dams build after left side seashore, I section armored concrete dykes and dams, that I root reinforced concrete upright column builds a tight connected sealing is whole, usings this as the closed armored concrete dykes and dams of I section; Between right side seashore and II root reinforced concrete upright column, with armored concrete, build II section armored concrete dykes and dams, II section armored concrete dykes and dams top width is also 3m, the gradient of II section armored concrete dykes and dams is also 1:1.4, II section armored concrete dykes and dams build after right side seashore, II section armored concrete dykes and dams, II root reinforced concrete upright column to build a tight connected sealing whole, using this as the closed armored concrete dykes and dams of II section; The closed armored concrete dykes and dams of I section, the closed armored concrete dykes and dams of II section are positioned at same plane; Between I section armored concrete dykes and dams and II section armored concrete dykes and dams, build the armored concrete level dress net dam 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 level fills net dam crest face level and is 4.5m apart from water surface elevation; Copper alloy mesh grid is perpendicular to armored concrete level dress net dam crest face, and copper alloy mesh grid top edge guiding principle, lower limb guiding principle are respectively apart from water surface 3.9m, 4.9m; Spacing between adjacent two square bar rib concrete piles is 1.84m; Spacing between adjacent two strong slings of annular superelevation is 10cm, be exposed at outward the strong sling of annular superelevation outside armored concrete level dress net dam crest face with rope girth be 45mm, to be embedded in the interior strong sling of annular superelevation of armored concrete level dress net dam crest face be 105mm with rope girth; On armored concrete level dress net dam crest face, accumulative total is installed 921 strong slings of annular superelevation; 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 level dress net dam crest face and strained after 921 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 pricks and tie up fixingly, using that this pricks three bursts of ultra-high molecular weight polyethylene torsades of antifouling Z sth. made by twisting of tiing up after fixing as the horizontal manrope of linked network;
The headline of vertical manrope one end of large-scale netting gear etting and large-scale netting gear etting is connected and fixed, and between the other end and square bar rib concrete pile, knot is tied up and is connected; Every 5cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm, the left hand edge guiding principle of large-scale netting gear etting is pricked to tie up with the vertical manrope of linked network on I root reinforced concrete upright column and be fixedly connected with; Every 5cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3.9mm, the horizontal manrope of the infraclass of large-scale netting gear etting and linked network is pricked to tie up and be fixedly connected with; Every 15cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3mm, the horizontal manrope of networking on large-scale 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 the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm, the right hand edge guiding principle of large-scale netting gear etting is pricked to tie up with the vertical manrope of linked network on II root reinforced concrete upright column and be fixedly connected with; Finally, the end of the headline of large-scale netting gear etting is pricked to tie up and is fixedly connected with I root reinforced concrete upright column, II root reinforced concrete upright column respectively, left side seashore, the closed armored concrete dykes and dams of I section, large-scale netting gear etting, the closed armored concrete dykes and dams of II section, right side seashore are just built into one and can effectively prevent that cultured fishes from escaping, tight connected integral body like this, and this has just completed the assembling of large-scale netting gear etting between two seashores.
Claims (4)
1. the assembly method of large-scale netting gear etting between two seashores, comprise and adopt large-scale netting gear etting, copper alloy mesh grid, square bar rib concrete pile and the reinforced concrete upright column that headline, infraclass, left and right edges guiding principle are housed, it is characterized in that every 1.84m, a vertical manrope being installed between large-scale netting gear etting left hand edge guiding principle and right hand edge guiding principle, at the large-scale netting gear etting infraclass 0.6m of distance, install one for connecting the horizontal manrope of networking of copper alloy mesh grid top edge guiding principle, vertical manrope and the horizontal manrope that networks all adopt the super-macromolecule polyethylene rope of diameter 10mm; At the super-macromolecule polyethylene rope of copper alloy mesh grid edge assembling diameter 8mm, using this as copper alloy mesh grid edge guiding principle; Square bar rib concrete pile is 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 one end of the vertical manrope of large-scale netting gear etting; Reinforced concrete upright column is installed 1 annular terylene sling every 10cm perpendicular to column axial line, and annular terylene rope is smashed and penetrated a vertical manrope of linked network, and bundle is tied up fixing; Intersection at left side seashore and large-scale netting gear etting squeezes into seabed 2.5m by I root reinforced concrete upright column lower end, and guarantees that the vertical manrope of linked network on I root reinforced concrete upright column is positioned at the side away from left side seashore; Intersection at right side seashore and large-scale netting gear etting squeezes into seabed 2.5m by II root reinforced concrete upright column lower end, and guarantees that the vertical manrope of linked network on II root reinforced concrete upright column is positioned at the side away from right side seashore; Between left side seashore and I root reinforced concrete upright column, with armored concrete, build I section armored concrete dykes and dams, make left side seashore, I section armored concrete dykes and dams, I root reinforced concrete upright column form a tight connected integral body; Between right side seashore and II root reinforced concrete upright column, with armored concrete, build II section armored concrete dykes and dams, make right side seashore, II section armored concrete dykes and dams, II root reinforced concrete upright column form a tight connected integral body; The gradient of I section armored concrete dykes and dams and II section armored concrete dykes and dams is 1:1.4; Between I section armored concrete dykes and dams and II section armored concrete dykes and dams, build armored concrete level dress net dam, and 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 level fills net dam crest face level and is 4.5m apart from water surface elevation; Copper alloy mesh grid is perpendicular to armored concrete level dress net dam crest face, and copper alloy mesh grid top edge guiding principle, lower limb guiding principle are respectively apart from water surface 3.9m, 4.9m; Spacing between adjacent two square bar rib concrete piles is 1.84m; Spacing between adjacent two strong slings of annular superelevation is 10cm, by a ultra-high molecular weight polyethylene torsade penetrate in turn prick after the strong sling of annular superelevation on armored concrete level dress net dam crest face tie up fixing, as the horizontal manrope of linked network; The headline of vertical manrope one end of large-scale netting gear etting and large-scale netting gear etting is connected and fixed, and between the other end and square bar rib concrete pile, knot is tied up and is connected; Every 5cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm, the left hand edge guiding principle of large-scale netting gear etting is pricked to tie up with the vertical manrope of linked network on I root reinforced concrete upright column and be fixedly connected with; Every 5cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3.9mm, the horizontal manrope of the infraclass of large-scale netting gear etting and linked network is pricked to tie up and be fixedly connected with; Every 15cm, with the ultra-high molecular weight polyethylene braided wire of diameter 3mm, the horizontal manrope of networking on large-scale 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 the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm, the right hand edge guiding principle of large-scale netting gear etting is pricked to tie up with the vertical manrope of linked network on II root reinforced concrete upright column and be fixedly connected with; Finally, the end of the headline of large-scale netting gear etting is pricked to tie up and is fixedly connected with I root reinforced concrete upright column, II root reinforced concrete upright column respectively, this has just completed the assembling of large-scale netting gear etting between two seashores.
2. the assembly method of large-scale netting gear etting according to claim 1 between two seashores, is characterized in that large-scale netting gear etting is that antifouling ultra-high molecular weight polyethylene is through netting.
3. the assembly method of large-scale netting gear etting according to claim 1 between two seashores, it is characterized in that the headline at large-scale netting gear etting is that a diameter is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, the infraclass of large-scale netting gear etting is that a diameter is that after the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, large-scale netting gear etting left hand edge guiding principle is that a diameter is that after the antifouling processing of 14mm, S twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, large-scale netting gear etting right hand edge guiding principle is that a diameter is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, the vertical manrope of large-scale netting gear etting is that diameter is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades.
4. the assembly method of large-scale netting gear etting according to claim 1 between two seashores, is characterized in that reinforced concrete upright column adopts hollow cylindrical, length 7m, external diameter 30cm, wall thickness 10cm, and outer surface is coated with three layers of marine antifouling agents.
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