CN103598127B - 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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- CN103598127B CN103598127B CN201310608668.XA CN201310608668A CN103598127B CN 103598127 B CN103598127 B CN 103598127B CN 201310608668 A CN201310608668 A CN 201310608668A CN 103598127 B CN103598127 B CN 103598127B
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- netting gear
- reinforced concrete
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- upright column
- scale netting
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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
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, particularly relate 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, the assembly method problem of large-scale netting gear etting between two complicated landform seashores can be related to.If the assembly method problem of large-scale netting gear etting between two seashores effectively can not be solved, large-scale netting gear etting cannot be resisted the long-term impact of wave ocean current, 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 normally cannot 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, technical staff is had to adopt the assembly method of the pressure network 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.The assembly method of large-scale netting gear etting between two seashores needs effectively to resist the short-term impact of storm tide under the long-term impact of wave ocean current and typhoon weather, shorten the installation time of large-scale netting gear etting 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 the still unsolved technical barrier in 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 the assembly method problem of large-scale netting gear etting between two complicated landform seashores, effectively to shorten the installation time of large-scale netting gear etting 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 adopting headline, infraclass, the large-scale netting gear etting of left and right edges guiding principle, copper alloy mesh grid, square bar rib concrete pile and reinforced concrete upright column is housed, it is characterized in that every 1.84m, a vertical manrope being installed with between right hand edge guiding principle at large-scale netting gear etting left hand edge guiding principle, installing one apart from large-scale netting gear etting infraclass 0.6m 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, in this, as copper alloy mesh grid edge guiding principle; Square bar rib concrete pile is the 10cm square base length of side × 1m height, a reserved aperture, distance square bar rib concrete pile end face 10cm place is the cylindrical hole of 2cm, and cylindrical hole is tied up with the knot between square bar rib concrete pile for one end of the vertical manrope of large-scale netting gear etting and is connected; Reinforced concrete upright column installs 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; In the intersection of left side seashore and large-scale netting gear etting, seabed 2.5m is squeezed in the Ith reinforced concrete upright column lower end, and the vertical manrope of linked network guaranteeing on the Ith reinforced concrete upright column is positioned at the side away from left side seashore; In the intersection of right side seashore and large-scale netting gear etting, seabed 2.5m is squeezed in the IIth reinforced concrete upright column lower end, and the vertical manrope of linked network guaranteeing on the IIth reinforced concrete upright column is positioned at the side away from right side seashore; Between left side seashore and the Ith reinforced concrete upright column, build the Ith section of armored concrete dykes and dams with armored concrete, on the left of making, seashore, the Ith section of armored concrete dykes and dams, the Ith reinforced concrete upright column form the entirety be closely connected; Between right side seashore and the IIth reinforced concrete upright column, build the IIth section of armored concrete dykes and dams with armored concrete, on the right side of making, seashore, the IIth section of armored concrete dykes and dams, the IIth reinforced concrete upright column form the entirety be closely connected; The gradient of the Ith section of armored concrete dykes and dams and the IIth section of armored concrete dykes and dams is 1:1.4; Between the Ith section of armored concrete dykes and dams and the IIth section of armored concrete dykes and dams, pouring reinforcement concrete level fills net dam, 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, armored concrete level dress net dam crest face level and distance water surface elevation is 4.5m; 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 be the distance water surface 3.9m, 4.9m respectively; Spacing between adjacent two square bar rib concrete piles is 1.84m; Spacing between adjacent two strong slings of annular superelevation is 10cm, and after a ultra-high molecular weight polyethylene torsade being penetrated in turn the strong sling of annular superelevation on armored concrete level dress net dam crest face, bundle is tied up fixing, as the horizontal manrope of linked network; Vertical manrope one end of large-scale netting gear etting and the headline of large-scale netting gear etting are connected and fixed, and tie to tie up between the other end with square bar rib concrete pile and be connected; The left hand edge guiding principle of large-scale netting gear etting and the vertical manrope of linked network on the Ith reinforced concrete upright column carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm to tie up and be fixedly connected with; The infraclass of large-scale netting gear etting and the horizontal manrope of linked network carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire of diameter 3.9mm to tie up and be fixedly connected with; The horizontal manrope of networking on large-scale 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; The right hand edge guiding principle of large-scale netting gear etting and the vertical manrope of linked network on the IIth reinforced concrete upright column carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm to tie up and be fixedly connected with; Finally, the end of the headline of large-scale netting gear etting is carried out respectively bundle with the Ith reinforced concrete upright column, the IIth reinforced concrete upright column and tie up and be fixedly connected with, this completes 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, achieve the assembling of large-scale netting gear etting between two seashores, left side seashore, the Ith section of armored concrete dykes and dams, large-scale netting gear etting, the IIth section of armored concrete dykes and dams, right side seashore are connected into the closed entirety effectively preventing cultured fishes from escaping, being closely connected, add the safety of large-scale Culture pure seine or oceanic pasture engineering netting gear, effectively prevent stocked carp and escape from junction between seashore and large-scale netting gear etting, one end of the vertical manrope of large-scale netting gear etting is connected with being embedded in tie to tie up between square bar rib concrete pile that armored concrete level fills in net dam by the present invention's innovation, both greatly reduced large-scale netting gear etting stressed, and effectively prevent again large-scale netting gear etting infraclass and take off the generation that fish accident is escaped at the end, the best Bian specification 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, equal nominal number of share of stock (37 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+13 inlaid thread " significantly improves through netting brute force, substantially increase service life and the equipment of large-scale netting gear etting, the present invention also can carry out antifouling process to large-scale netting gear etting ultra-high molecular weight polyethylene through netting fishing net anti-fouling agent, to obtain the ultra-high molecular weight polyethylene after antifouling process through netting, the anti-pollution function of large-scale netting gear etting can be substantially increased, reduce large-scale netting gear etting draping number of times and reduce labour intensity, significantly reduce the impact of wave stream to large-scale netting gear etting, facilitate water body flow and stocked carp inside and outside large-scale netting gear etting to grow, substantially increase the service life of large-scale netting gear etting, the present invention is buckled with effect by the annular terylene 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 the left hand edge guiding principle of large-scale netting gear etting is directly contacted with the vertical manrope of linked network on the Ith reinforced concrete upright column and pricks tie up connection, the right hand edge guiding principle of large-scale netting gear etting is directly contacted with the vertical manrope of linked network on the IIth reinforced concrete upright column and pricks and ties up connection, 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, avoid the direct contact wear between large-scale netting gear etting and reinforced concrete upright column, substantially increase service life and the equipment of large-scale netting gear etting, the present invention is by being embedded in the strong sling of annular superelevation in armored concrete level dress net dam crest face, effectively achieve, on armored concrete level dress net dam crest face, the horizontal manrope of linked network is installed, and tie up be fixedly connected with carrying out bundle between the infraclass of large-scale netting gear etting with the horizontal manrope of linked network, and large-scale netting gear etting and armored concrete level fill net dam crest face does not directly contact, avoid large-scale netting gear etting and armored concrete level and fill direct contact wear between net dam crest face, substantially increase service life and the equipment of large-scale netting gear etting, the ring buckle that the annular superelevation strong sling alternative metals material that the present invention adopts synthetic fibers to make is made, effectively prevent the corrosion of ring buckle in briny environment, substantially increases service life and the equipment of ring buckle in briny environment, the present invention is in the copper alloy mesh grid perpendicular to the armored concrete level dress pre-buried panel height degree 1m in 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, add large-scale netting gear etting and armored concrete level to fill second between net dam crest face and heavily protect and be connected, under effectively prevent the bad weathers such as typhoon, large-scale netting gear etting infraclass takes off the generation that fish accident is escaped at the end, substantially increases large-scale netting gear equipment.Result of the test shows, above-mentioned technological means, improving the impact resistance of existing large-scale netting gear etting, wind wave resistance fluidity energy, prevent stocked carp from escaping, reduce draping number of times, reduce wave stream to the impact of large-scale netting gear etting, promote water body inside and outside large-scale netting gear etting to exchange and stocked carp grow, avoid direct contact wear between large-scale netting gear etting and reinforced concrete upright column etc. in Be very effective, greatly improve large-scale netting gear equipment, facilitate 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 (see accompanying drawing) adopts and headline 8, infraclass 14, the large-scale netting gear etting 7 of left and right edges guiding principle, copper alloy mesh grid 17, reinforced concrete upright column and square bar rib concrete pile 19 are housed, and installs a vertical manrope 18 at large-scale netting gear etting left hand edge guiding principle 6 with between right hand edge guiding principle every 1.84m; Reinforced concrete upright column installs 1 annular terylene sling 5 every 10cm (about 10cm) perpendicular to column axial line, annular terylene rope smash penetrate a vertical manrope of linked network 3 and prick tie up fixing; At left side seashore 1 and the intersection of large-scale netting gear etting, seabed 2.5m is squeezed in the Ith reinforced concrete upright column 9 lower end, and the vertical manrope of linked network guaranteeing on the Ith reinforced concrete upright column is positioned at the side away from left side seashore; In the intersection of right side seashore and large-scale netting gear etting, seabed 2.5m is squeezed in the IIth reinforced concrete upright column lower end, and the vertical manrope of linked network guaranteeing on the IIth reinforced concrete upright column is positioned at the side away from right side seashore; Between left side seashore and the Ith reinforced concrete upright column, build the Ith section of armored concrete dykes and dams 2 with armored concrete, on the left of making, seashore, the Ith section of armored concrete dykes and dams, the Ith reinforced concrete upright column form the entirety be closely connected; Between right side seashore and the IIth reinforced concrete upright column, build the IIth section of armored concrete dykes and dams with armored concrete, on the right side of making, seashore, the IIth section of armored concrete dykes and dams, the IIth reinforced concrete upright column form the entirety be closely connected; The gradient of the Ith section of armored concrete dykes and dams and the IIth section of armored concrete dykes and dams both sides is 1:1.4; Between the Ith section of armored concrete dykes and dams and the IIth section of armored concrete dykes and dams, pouring reinforcement concrete level fills net dam and the simultaneously copper alloy mesh grid of a pre-buried panel height degree 1m, the strong sling 15 of annular superelevation and square bar rib concrete pile, armored concrete level dress net dam crest face level and distance water surface elevation is 4.5m; 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 be the distance water surface 3.9m, 4.9m respectively; Spacing between adjacent two square bar rib concrete piles is 1.84m; Spacing between adjacent two strong slings of annular superelevation is 10cm (about 10cm), after a ultra-high molecular weight polyethylene torsade being penetrated in turn the strong sling of annular superelevation on armored concrete level dress net dam crest face, bundle is tied up fixing, as the horizontal manrope 16 of linked network; Vertical manrope one end of large-scale netting gear etting and the headline of large-scale netting gear etting are connected and fixed, and tie to tie up between the other end with square bar rib concrete pile and be connected; The left hand edge guiding principle of large-scale netting gear etting and the vertical manrope of linked network on the Ith reinforced concrete upright column carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire 4 of diameter 3.3mm to tie up and be fixedly connected with; The infraclass of large-scale netting gear etting and the horizontal manrope of linked network carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire 13 of diameter 3.9mm to tie up and be fixedly connected with; Horizontal for networking on large-scale netting gear etting manrope 11 and copper alloy mesh grid top edge guiding principle carried out bundle every 15cm with the ultra-high molecular weight polyethylene braided wire 10 of diameter 3mm to tie up and be fixedly connected with; The right hand edge guiding principle of large-scale netting gear etting and the vertical manrope of linked network on the IIth reinforced concrete upright column carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm to tie up and be fixedly connected with; Finally, the end of the headline of large-scale netting gear etting is carried out respectively bundle with the Ith reinforced concrete upright column, the IIth reinforced concrete upright column and tie up and be fixedly connected with, this completes 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, namely the superhigh molecular weight polyethylene fibers warping being 178tex by line density becomes line density to be the superhigh molecular weight polyethylene fibers yarn of 178tex, again according to the size of mesh of 50mm, 23 line densities are that 178tex superhigh molecular weight polyethylene fibers yarn tricot machine is processed into specification for the ultra-high molecular weight polyethylene of " UHMWPE-178tex × 37-50 " is through netting by the special braiding structure of " 7 lopping+16 inlaid thread " and longitudinal thermal finalization process, then with fishing net anti-fouling agent, through netting, antifouling process is carried out to ultra-high molecular weight polyethylene, antifouling ultra-high molecular weight polyethylene is just obtained through netting after drying.
According to the mode described in embodiment 1, recommend to adopt following preferred ultra-high molecular weight polyethylene torsade: the superhigh molecular weight polyethylene fibers doubling of line density 180tex become line density to be the superhigh molecular weight polyethylene fibers rope yarn of 720tex, 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, line density is 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, 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, line density is 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, 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.
According to the mode described in embodiment 1, large-scale netting gear etting is except routine assembling mode, recommend cutting one width 92.2m length × antifouling ultra-high molecular weight polyethylene of 4.7m width through netting, through netting edge, reinforcement solutions is carried out to antifouling ultra-high molecular weight polyethylene, obtains the antifouling ultra-high molecular weight polyethylene after a width 92m length × 4.5m widthwise edges reinforcement solutions through netting; By the horizontal hanging ratio of 0.7072, installing a diameter at the top edge in large-scale 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 the headline of large-scale netting gear etting; By the horizontal hanging ratio of 0.7072, after at the lower limb of large-scale 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 the infraclass of large-scale netting gear etting; By the vertical hanging ratio of 0.70701, after at the left hand edge of large-scale 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 the left hand edge guiding principle of large-scale netting gear etting; By the vertical hanging ratio of 0.70701, installing a diameter at the right hand edge of large-scale netting gear etting width is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as the right hand edge guiding principle of large-scale netting gear etting; Between the right hand edge guiding principle of the left hand edge guiding principle of large-scale netting gear etting, large-scale netting gear etting, install a diameter every 1.84m is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as the vertical manrope of large-scale netting gear etting.
According to the mode described in embodiment 1, reinforced concrete upright column is recommended to adopt hollow cylindrical, length 7m, external diameter 30cm, wall thickness 10cm reinforced concrete upright column, and outer surface is coated with three layers of marine antifouling agents;
According to the mode described in embodiment 1, annular terylene sling is recommended to adopt with four bursts of terylene rope grafting of a length 63cm, diameter 14mm annular terylene sling that to make 1 girth be 15cm; Make 91 annular terylene slings in the same way again, the accumulative annular terylene sling of acquisition 92; The strong sling of annular superelevation is twisted with the fingers three bursts of ultra-high molecular weight polyethylene torsade grafting with a length 63cm, the antifouling Z of diameter 14mm and is made the strong sling of annular superelevation that 1 girth is 15cm; Make 920 strong slings of annular superelevation in the same way again, accumulative acquisition 921 strong slings of annular superelevation;
When reinforced concrete upright column is cast, be positioned at a plane of reinforced concrete upright column homonymy, from distance reinforced concrete upright column top, perpendicular to column axial line, 1 annular terylene sling be installed every 10cm; Be exposed at that reinforced concrete upright column outer ring terylene sling rope girth is 45mm, being embedded in annular terylene rope in reinforced concrete upright column, to buckle with rope girth be 105mm outward; A reinforced concrete upright column installs 46 annular terylene slings; Be that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate 46 annular terylene sling post-tensionings on reinforced concrete upright column in turn tight by a length 4.5m, diameter, and tie up fixing with Plastic Bandage bundle, in this, as the vertical manrope of linked network, this just obtains the Ith reinforced concrete upright column; Identical IIth reinforced concrete upright column of specification framework is obtained by same procedure.
According to the mode described in embodiment 1, between left side seashore and large-scale netting gear etting, seabed 2.5m is squeezed in the Ith reinforced concrete upright column lower end by intersection's pile driving barge, and the vertical manrope of linked network guaranteeing on the Ith 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, seabed 2.5m is squeezed in the IIth reinforced concrete upright column lower end by intersection's pile driving barge, and the vertical manrope of linked network guaranteeing on the IIth reinforced concrete upright column is positioned at the side away from right side shore profile line; Left side shore profile line, the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, right side shore profile line are positioned at same plane; The Ith section of armored concrete dykes and dams are built with armored concrete between left side seashore and the Ith reinforced concrete upright column, the IIth section of armored concrete dykes and dams are built with armored concrete between right side seashore and the IIth reinforced concrete upright column, Ith section of armored concrete dykes and dams top width is 3m, and the Ith section of armored concrete dykes and dams gradient is 1:1.4; Ith section of armored concrete dykes and dams build after left side seashore, the Ith section of armored concrete dykes and dams, the Ith reinforced concrete upright column build the closed entirety be closely connected, in this, as the Ith section of covered reinforced-concrete dykes and dams; The IIth section of armored concrete dykes and dams are built with armored concrete between right side seashore and the IIth reinforced concrete upright column, IIth section of armored concrete dykes and dams top width is also 3m, the gradient of the IIth section of armored concrete dykes and dams is also 1:1.4, IIth section of armored concrete dykes and dams build after right side seashore, the IIth section of armored concrete dykes and dams, the IIth reinforced concrete upright column build the closed entirety be closely connected, in this, as the IIth section of covered reinforced-concrete dykes and dams; Ith section of covered reinforced-concrete dykes and dams, the IIth section of covered reinforced-concrete dykes and dams are positioned at same plane; The armored concrete level of building one section of 92m length between the Ith section of armored concrete dykes and dams and the IIth section of armored concrete dykes and dams fills net dam and the copper alloy mesh grid of a pre-buried panel height degree 1m simultaneously, the strong sling of annular superelevation and square bar rib concrete pile, armored concrete level dress net dam crest face level and distance water surface elevation is 4.5m; 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 be the distance water surface 3.9m, 4.9m respectively; 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 armored concrete level dress net dam crest face outside annular superelevation strong sling rope girth be 45mm, be embedded in armored concrete level dress net dam crest face in annular superelevation strong sling rope girth be 105mm; Accumulative installation 921 strong slings of annular superelevation on armored concrete level dress net dam crest face; 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 level dress net dam crest face and strain after 921 strong slings of annular superelevation, twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades and the strong sling of annular superelevation with Plastic Bandage to antifouling Z to carry out bundle and tie up fixing, using this prick tie up fixing after antifouling Z twist with the fingers three bursts of ultra-high molecular weight polyethylene torsades as the horizontal manrope of linked network;
Vertical manrope one end of large-scale netting gear etting and the headline of large-scale netting gear etting are connected and fixed, and tie to tie up between the other end with square bar rib concrete pile and be connected; The left hand edge guiding principle of large-scale netting gear etting and the vertical manrope of linked network on the Ith reinforced concrete upright column carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm to tie up and be fixedly connected with; The infraclass of large-scale netting gear etting and the horizontal manrope of linked network carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire of diameter 3.9mm to tie up and be fixedly connected with; The horizontal manrope of networking on large-scale 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; The right hand edge guiding principle of large-scale netting gear etting and the vertical manrope of linked network on the IIth reinforced concrete upright column carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm to tie up and be fixedly connected with; Finally, the end of the headline of large-scale netting gear etting is carried out respectively bundle to tie up be fixedly connected with the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, such left side seashore, the Ith section of covered reinforced-concrete dykes and dams, large-scale netting gear etting, the IIth section of covered reinforced-concrete dykes and dams, right side seashore are just built into the entirety that can effectively prevent cultured fishes from escaping, being closely connected, and this completes 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 adopting and headline, infraclass, the large-scale netting gear etting of left and right edges guiding principle, copper alloy mesh grid, square bar rib concrete pile and reinforced concrete upright column are housed, it is characterized in that every 1.84m, a vertical manrope being installed with between right hand edge guiding principle at large-scale netting gear etting left hand edge guiding principle, installing one apart from large-scale netting gear etting infraclass 0.6m 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, in this, as copper alloy mesh grid edge guiding principle; Square bar rib concrete pile is the 10cm square base length of side × 1m height, a reserved aperture, distance square bar rib concrete pile end face 10cm place is the cylindrical hole of 2cm, and cylindrical hole is tied up with the knot between square bar rib concrete pile for one end of the vertical manrope of large-scale netting gear etting and is connected; Reinforced concrete upright column installs 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; In the intersection of left side seashore and large-scale netting gear etting, seabed 2.5m is squeezed in the Ith reinforced concrete upright column lower end, and the vertical manrope of linked network guaranteeing on the Ith reinforced concrete upright column is positioned at the side away from left side seashore; In the intersection of right side seashore and large-scale netting gear etting, seabed 2.5m is squeezed in the IIth reinforced concrete upright column lower end, and the vertical manrope of linked network guaranteeing on the IIth reinforced concrete upright column is positioned at the side away from right side seashore; Between left side seashore and the Ith reinforced concrete upright column, build the Ith section of armored concrete dykes and dams with armored concrete, on the left of making, seashore, the Ith section of armored concrete dykes and dams, the Ith reinforced concrete upright column form the entirety be closely connected; Between right side seashore and the IIth reinforced concrete upright column, build the IIth section of armored concrete dykes and dams with armored concrete, on the right side of making, seashore, the IIth section of armored concrete dykes and dams, the IIth reinforced concrete upright column form the entirety be closely connected; The gradient of the Ith section of armored concrete dykes and dams and the IIth section of armored concrete dykes and dams is 1:1.4; Between the Ith section of armored concrete dykes and dams and the IIth section of armored concrete dykes and dams, pouring reinforcement concrete level fills net dam, 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, armored concrete level dress net dam crest face level and distance water surface elevation is 4.5m; 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 be the distance water surface 3.9m, 4.9m respectively; Spacing between adjacent two square bar rib concrete piles is 1.84m; Spacing between adjacent two strong slings of annular superelevation is 10cm, and after a ultra-high molecular weight polyethylene torsade being penetrated in turn the strong sling of annular superelevation on armored concrete level dress net dam crest face, bundle is tied up fixing, as the horizontal manrope of linked network; Vertical manrope one end of large-scale netting gear etting and the headline of large-scale netting gear etting are connected and fixed, and tie to tie up between the other end with square bar rib concrete pile and be connected; The left hand edge guiding principle of large-scale netting gear etting and the vertical manrope of linked network on the Ith reinforced concrete upright column carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm to tie up and be fixedly connected with; The infraclass of large-scale netting gear etting and the horizontal manrope of linked network carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire of diameter 3.9mm to tie up and be fixedly connected with; The horizontal manrope of networking on large-scale 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; The right hand edge guiding principle of large-scale netting gear etting and the vertical manrope of linked network on the IIth reinforced concrete upright column carried out bundle every 5cm with the ultra-high molecular weight polyethylene braided wire of diameter 3.3mm to tie up and be fixedly connected with; Finally, the end of the headline of large-scale netting gear etting is carried out respectively bundle with the Ith reinforced concrete upright column, the IIth reinforced concrete upright column and tie up and be fixedly connected with, this completes 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, to it is characterized in that at the headline of large-scale netting gear etting be 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 a diameter is that after the antifouling process 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 a diameter is that after the antifouling process 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 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 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, it is characterized in that reinforced concrete upright column adopts hollow cylindrical, length 7m, external diameter 30cm, wall thickness 10cm, outer surface is coated with three layers of marine antifouling agents.
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| CN111230476B (en) * | 2020-01-16 | 2021-02-23 | 龙口中集来福士海洋工程有限公司 | Installation method of netting tool |
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