CN103598128B - Soft connecting method for coasts and large-scale aquaculture netting - Google Patents

Soft connecting method for coasts and large-scale aquaculture netting Download PDF

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CN103598128B
CN103598128B CN201310608677.9A CN201310608677A CN103598128B CN 103598128 B CN103598128 B CN 103598128B CN 201310608677 A CN201310608677 A CN 201310608677A CN 103598128 B CN103598128 B CN 103598128B
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reinforced concrete
etting
upright column
molecular weight
weight polyethylene
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CN103598128A (en
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石建高
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East China Sea Fishery Research Institute Chinese Academy of Fishery Sciences
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East China Sea Fishery Research Institute Chinese Academy of Fishery Sciences
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81—Aquaculture, e.g. of fish

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Abstract

The invention relates to a soft connecting method for coasts and large-scale aquaculture netting. The method is characterized by including: the antifouling ultra-high molecular weight polyethylene netting is made through warp knitting; a reinforced concrete pile is disposed on each of the left coast and the right coast; a standing reinforced concrete pile is disposed at the joint of each coast and the netting, and a vertical lacing line for hanging the netting is disposed on each standing reinforced concrete pile; one end of each of a left coast soft connecting netting horizontal lacing line and a right coast soft connecting netting horizontal lacing line is connected with the corresponding reinforced concrete pile, the other end each of a left coast soft connecting netting horizontal lacing line and a right coast soft connecting netting horizontal lacing line is fixedly tied to the corresponding standing reinforced concrete pile, and each of a left coast soft connecting netting vertical lacing line and a right coast soft connecting netting vertical lacing line is fixedly tied to the corresponding vertical lacing line, for hanging the netting, of the corresponding standing reinforced concrete pile; the left coast soft connecting netting and the right coast soft connecting netting are connected between the reinforced concrete piles; a reinforced concrete weir is poured between the standing reinforced concrete piles, and net hanging horizontal lacing lines are disposed on the surface of the weir; the edge lacing lines of the netting are fixedly tied to the vertical lacing lines, for hanging the netting, of the standing reinforced concrete piles, the lower lacing lines of the netting are fixedly tied to the net hanging horizontal lacing lines, and the floater lacing lines of the netting are fixedly tied to the standing reinforced concrete piles.

Description

Be flexible coupling between seashore and large-scale aquiculture netting gear etting method
Technical field
The present invention relates to aquafarm or the method for attachment between Culture pure seine technical field large-scale aquiculture netting gear and seashore.
Background technology
The method of attachment of aquafarm or Culture pure seine large-scale aquiculture netting gear and fishing gear, aquaculture net cage all differs greatly, and fishing gear or aquaculture net cage do not relate to the method that is flexible coupling between seashore and netting gear etting.Can relate in large-scale aquiculture netting gear technical field and the technical barrier how be connected between complicated landform seashore, those skilled in the art are pursuing the countermeasure of solution all the time.But the seashore adopting existing method to carry out is connected with large-scale aquiculture netting gear etting, both the long-term impact of unrestrained stream under cannot having resisted normal sea situation, also cannot resist the short-term impact of storm tide under typhoon weather, cannot prevent again fish between complicated landform seashore and large-scale aquiculture netting gear etting from escaping.If method of attachment problem between seashore and large-scale aquiculture netting gear etting effectively can not be solved, so people cannot successfully carry out large-scale aquiculture industry, therefore, the method that is flexible coupling between seashore and large-scale aquiculture netting gear etting is the art still unsolved technical barrier for a long time.The art is in the urgent need to the method that is flexible coupling between seashore and large-scale aquiculture netting gear etting, efficiently to solve connectivity problem between complicated landform seashore and large-scale aquiculture netting gear etting, effectively resist the short-term impact of storm tide under the long-term impact of wave stream under normal sea situation and typhoon weather, to shorten the connect hours between seashore and large-scale aquiculture netting gear etting and effectively to prevent fish between seashore and large-scale aquiculture netting gear etting from escaping, to improve large-scale aquiculture netting gear etting shock resistance, improve large-scale aquiculture industry overall efficiency, the sustainable development of boosting large-scale aquiculture industry.
Summary of the invention
The object of this invention is to provide the method that to be flexible coupling between seashore and large-scale aquiculture netting gear etting, efficiently to solve connectivity problem between complicated landform seashore and large-scale aquiculture netting gear etting, effectively to resist, wave stream under normal sea situation is long-term to be impacted and the short-term impact of storm tide under typhoon weather, to shorten the connect hours between seashore and large-scale aquiculture netting gear etting and effectively to prevent from, between seashore and large-scale aquiculture netting gear etting, cultured fishes escape incident occurs, to improve large-scale aquiculture netting gear etting shock resistance, improve aquafarm or large-scale Culture pure seine overall efficiency, the sustainable development of boosting large-scale aquiculture industry.
Technical scheme of the present invention adopt line density to be 178tex and line density be the superhigh molecular weight polyethylene fibers of 180tex, fishing net anti-fouling agent, reinforced concrete upright column, marine antifouling agents, 12 strands of terylene ropes, six strands of nylon ropes, without shelves marine anchor chain, reinforcing bar, underwater concrete, nylon cable tie, terylene braided wire, it is characterized in that the superhigh molecular weight polyethylene fibers yarn that the superhigh molecular weight polyethylene fibers warping that line density is 178tex becomes line density be 178tex, then it is that 178tex superhigh molecular weight polyethylene fibers yarn tricot machine is processed into specification for the ultra-high molecular weight polyethylene of " UHMWPE-178tex × 33-44 " is through netting according to the size of mesh of 44mm, the special braiding structure of " 6 lopping+15 inlaid thread " by 21 line densities, with fishing net anti-fouling agent, ultra-high molecular weight polyethylene is carried out antifouling process through netting, just obtain antifouling ultra-high molecular weight polyethylene after drying through netting, the superhigh molecular weight polyethylene fibers doubling that line density is 180tex become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex, again the superhigh molecular weight polyethylene fibers rope yarn that 14 line densities are 720tex is twisted with the fingers according to Z, 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 the Z being 12mm to diameter with fishing net anti-fouling agent twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries 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, the superhigh molecular weight polyethylene fibers doubling that line density is 180tex become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex, again the superhigh molecular weight polyethylene fibers rope yarn that 30 line densities are 720tex is twisted with the fingers according to S, 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 the S being 14mm to diameter with fishing net anti-fouling agent twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries 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, the superhigh molecular weight polyethylene fibers doubling that line density is 180tex become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex, it is 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 the Z being 14mm to diameter with fishing net anti-fouling agent twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling process, and 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 92.5m length × antifouling ultra-high molecular weight polyethylene of 5.0m width through netting, antifouling ultra-high molecular weight polyethylene is carried out reinforcement solutions through netting edge, obtain the antifouling ultra-high molecular weight polyethylene after a width 92m length × 4.5m widthwise edges reinforcement solutions through nettingIn this, as large-scale aquiculture netting gear etting; By the horizontal hanging ratio of 0.7067, it is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades that the top edge in large-scale aquiculture netting gear netting-length direction installs a diameter, in this, as large-scale aquiculture netting gear etting headline; By the horizontal hanging ratio of 0.7067, after at the lower limb of large-scale aquiculture 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 large-scale aquiculture netting gear etting infraclass; By the vertical hanging ratio of 0.7075, after at the left hand edge of large-scale aquiculture 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 large-scale aquiculture netting gear etting left hand edge guiding principle; By the vertical hanging ratio of 0.7075, it is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades that right hand edge at large-scale aquiculture netting gear etting width installs a diameter, in this, as large-scale aquiculture netting gear etting right hand edge guiding principle, this just completes the dress guiding principle of large-scale aquiculture netting gear etting; Installing a diameter every 0.46m between large-scale aquiculture netting gear etting left hand edge guiding principle, right hand edge guiding principle is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as the large-scale aquiculture vertical manrope of netting gear etting; 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; The annular terylene sling of 1 girth as 15cm is made taking 12 bursts of terylene rope grafting of a length 63cm, diameter 14mm; Make 113 annular terylene slings in the same way again, accumulative acquisition 114 annular terylene slings; Twist with the fingers three bursts of ultra-high molecular weight polyethylene torsade grafting taking a length 63cm, the antifouling Z of diameter 14mm and make the annular superelevation strong sling of 1 girth as 15cm; Make 1150 strong slings of annular superelevation in the same way again, accumulative acquisition 1151 strong slings of annular superelevation; When Ith reinforced concrete upright column is cast, it is being positioned at a plane on the left of the Ith reinforced concrete upright column, from distance the Ith reinforced concrete upright column top, it is being perpendicular to column axial line every 8cm 1 annular terylene sling is installed; It is being 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, it is being perpendicular to column axial line every 8cm 1 annular terylene sling is installed; It is exposed at that the Ith reinforced concrete upright column outer ring terylene sling rope girth is 45mm, a reinforced concrete upright column annular terylene sling rope girth is 105mm to be embedded in the Ith outward; On the left of Ith reinforced concrete upright column, right side 57 annular terylene slings are installed respectively, and all annular terylene rope button bit 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 57 annular terylene 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 prick with nylon cable tie tie up fixing,In this, as the vertical manrope of linked network on the left of the Ith reinforced concrete upright column, it is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate upper 57 annular terylene 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 up fixing with nylon cable tie bundle, in this, as the vertical manrope of linked network on the right side of the Ith reinforced concrete upright column, this just obtains the manrope vertical with linked network on the right side of the Ith reinforced concrete upright column of the vertical manrope of linked network 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 identical IIth reinforced concrete upright column of specification framework, the IIth reinforced concrete upright column by same procedure, the IIIth solid cylindrical reinforced concrete pile of difference setting height(from bottom) 2.5m × bottom surface circular diameter 20cm, the IVth solid cylindrical reinforced concrete pile on left side seashore, right side seashore, above-mentioned Ith reinforced concrete upright column is squeezed into seabed 4.5m by the pile driving barge of the intersection between left side seashore and large-scale aquiculture netting gear etting, and the vertical manrope of left side linked network guaranteed on the Ith reinforced concrete upright column is positioned at the side close to the IIIth solid cylindrical reinforced concrete pile, the IIIth solid cylindrical reinforced concrete pile on the seashore of left side and the distance between the Ith reinforced concrete upright column are 5m, between right side seashore and large-scale aquiculture netting gear etting, above-mentioned IIth reinforced concrete upright column is squeezed into seabed 4.5m by intersection's pile driving barge, and the vertical manrope of right side linked network guaranteed on the IIth reinforced concrete upright column is positioned at the side close to the IVth solid cylindrical reinforced concrete pile, the IVth solid cylindrical reinforced concrete pile on the seashore of right side and the distance between the IIth reinforced concrete upright column are also 5m, IIIth solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, the IVth solid cylindrical reinforced concrete pile are positioned at same plane, the antifouling ultra-high molecular weight polyethylene cutting out a width 15.9m length × 5.3m width is through netting, twice folding after obtain square three layers of antifouling ultra-high molecular weight polyethylene that the length of side is 5.3m through netting, square three layers of antifouling ultra-high molecular weight polyethylene are pruned by the sector of 5m radius × 90 ° central angle through netting edge, obtain the fan-shaped three layers of antifouling ultra-high molecular weight polyethylene of width after pruning through netting, it is 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 in three bursts of ultra-high molecular weight polyethylene torsades that adjacent two antifouling Z twist with the fingers the angle between three bursts of ultra-high molecular weight polyethylene torsades is 22.5 °, it is positioned at left bank and it is 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, it is positioned at left bank and it is 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,It is positioned at left bank and it is 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 to three antifouling Z that the horizontal manrope of etting is flexible coupling with left bank between the vertical manrope of etting; Six strands of nylon ropes of a diameter 24mm are installed at the first edge being flexible coupling etting circumferential section in left bank, again with nylon cable tie by 0.25m spacing pricking a 7.86m length × 16mm anchor chain diameter to tie up with above-mentioned six strands of nylon ropes without shelves marine anchor chain and be connected, it is 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 of etting edge guiding principle is flexible coupling with left bank after one end of the horizontal manrope of etting is connected with fast knot and is connected with two fast knot with the IIIth solid cylindrical reinforced concrete pile, then the other end level tension of the horizontal manrope of etting that left bank is flexible coupling and tie up fixing with the Ith reinforced concrete upright column bundle; Then with diameter 3.7mm terylene braided wire left bank is flexible coupling every 5cm and carries out bundle between the vertical manrope of etting with the vertical manrope of left side linked network on the Ith reinforced concrete upright column and tie up fixing, all prick tie up 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, with cutting machine, seashore foundation stone is opened in a plane at the IIIth solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column place the left bank arc-shaped slot of a 5m radius × 90 ° central angle; Left bank arc-shaped slot is taking the Ith reinforced concrete upright column top as 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 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, again left bank is flexible coupling the vertical manrope of etting, left bank be flexible coupling the radial manrope of etting strain after successively and carry out bundle between the cylindrical cast iron stake of left bank and tie up fixing, then with underwater concrete left bank arc-shaped slot built 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, on the left of just left bank is flexible coupling after underwater concrete hardening etting is smooth being fixed between seashore and the Ith reinforced concrete upright column; By the method that left side seashore is same, first be flexible coupling by right bank one end of etting edge guiding principle is flexible coupling with right bank after one end of the horizontal manrope of etting is connected with fast knot and is connected with two fast knot with the IVth solid cylindrical reinforced concrete pile, then the other end level tension of the horizontal manrope of etting that right bank is flexible coupling and tie up fixing with the IIth reinforced concrete upright column bundle; Then with diameter 3.7mm terylene braided wire right bank is flexible coupling every 5cm and carries out bundle between the vertical manrope of etting with the vertical manrope of right side linked network on the IIth reinforced concrete upright column and tie up fixing, all prick tie up 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, with cutting machine, seashore foundation stone is opened in a plane at the IVth solid cylindrical reinforced concrete pile, the IIth reinforced concrete upright column place the right bank arc-shaped slot of a 5m radius × 90 ° central angle;Right bank arc-shaped slot is taking the IIth reinforced concrete upright column top as 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, again right bank is flexible coupling the vertical manrope of etting, right bank be flexible coupling the radial manrope of etting strain after successively and carry out bundle between right bank cylindrical cast iron stake and tie up fixing, then with underwater concrete right bank arc-shaped slot built 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, on the right side of just right bank is flexible coupling after underwater concrete hardening etting is smooth being fixed between seashore and the IIth reinforced concrete upright column; The armored concrete dykes and dams of one section of 92m length are built, armored concrete dykes and dams surfacing and distance water surface 4.5m between the Ith reinforced concrete upright column, the IIth reinforced concrete upright column; It is being positioned at the same plane of the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, from the Ith reinforced concrete upright column, is terminating to be perpendicular to armored concrete dykes and dams surface every 8cm to the IIth reinforced concrete upright column 1 strong sling of annular superelevation is installed; Be exposed at outward armored concrete dykes and dams surface outer ring superelevation strong sling rope girth be 45mm, be embedded in armored concrete dykes and dams surface the strong sling rope girth of annular superelevation be 105mm; Armored concrete dykes and dams are accumulative on the surface installs 1151 strong slings of annular superelevation; A length 92m, the antifouling Z of diameter 14mm are twisted with the fingers three bursts of ultra-high molecular weight polyethylene torsades and penetrates the tension after 1151 strong slings of annular superelevation on the surface of armored concrete dykes and dams in turn, with nylon cable tie, antifouling Z twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to carry out bundle with the annular strong sling of superelevation and tie up fixing, prick using this 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; Every 5cm with diameter 3.7mm terylene braided wire by large-scale aquiculture netting gear etting left hand edge guiding principle with carry out bundle between the vertical manrope of right side linked network on the Ith reinforced concrete upright column and tie up and be fixedly connected with; After all bundle is tied up and is fixedly connected with, large-scale aquiculture netting gear etting left hand edge guiding principle is just fixed on the Ith reinforced concrete upright column; Every 5cm with diameter 3.7mm terylene braided wire by large-scale aquiculture netting gear etting infraclass manrope horizontal in linked network between carry out bundle and tie up and be fixedly connected with; After all bundle is tied up and is fixedly connected with, large-scale aquiculture netting gear etting infraclass is just fixed on armored concrete dykes and dams on the surface; Every 5cm with diameter 3.7mm terylene braided wire by large-scale aquiculture netting gear etting right hand edge guiding principle with carry out bundle between the vertical manrope of left side linked network on the IIth reinforced concrete upright column and tie up and be fixedly connected with; After all bundle is tied up and is fixedly connected with, large-scale aquiculture netting gear etting right hand edge guiding principle is just fixed on the IIth reinforced concrete upright column; Finally, carry out bundle after the both ends horizontal of large-scale aquiculture netting gear etting headline being strained respectively to tie up be fixedly connected with the Ith reinforced concrete upright column, the IIth reinforced concrete upright column; Like this left side seashore, the IIIth solid cylindrical reinforced concrete pile, left bank be flexible coupling etting, the Ith reinforced concrete upright column, large-scale aquiculture netting gear etting,Be flexible coupling etting, the IVth solid cylindrical reinforced concrete pile, right side seashore of IIth reinforced concrete upright column, right bank just firmly connects into the entirety that can effectively prevent cultured fishes from escaping, being closely connected; The method here it is be flexible coupling between seashore and large-scale aquiculture netting gear etting.
Outstanding feature of the present invention is achieved between complicated landform seashore with large-scale aquiculture netting gear etting be effectively connected fast by the unique construction etting transition that is flexible coupling, by left side seashore, IIIth solid cylindrical reinforced concrete pile, left bank is flexible coupling etting, Ith reinforced concrete upright column, large-scale aquiculture netting gear etting, IIth reinforced concrete upright column, right bank is flexible coupling etting, IVth solid cylindrical reinforced concrete pile, right side seashore just firmly connects into one and can effectively prevent cultured fishes from escaping, the entirety be closely connected, the security of large-scale aquiculture netting gear is considerably increased while reducing engineering construction amount, effectively prevent stocked carp to escape from complicated landform seashore and large-scale aquiculture 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 novelty 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 large-scale aquiculture netting gear, the present invention adopts unconventional test to obtain the special braiding structure of " 6 lopping+15 inlaid thread ", and create specification after longitudinal HEAT SETTING process is carried out to etting for the ultra-high molecular weight polyethylene of " UHMWPE-178tex × 33-44 " is through netting, equal nominal number of share of stock (33 strands), braided structure that it can be made compared with prior art field same material are that the common braided structure ultra-high molecular weight polyethylene of " 7 lopping+12 inlaid thread " significantly improves through netting brute force, which greatly enhances service life and the equipment of large-scale aquiculture netting gear, the present invention carries out antifouling process to large-scale aquiculture netting gear 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, which greatly enhances the anti-pollution function of large-scale aquiculture netting gear, greatly reduce large-scale aquiculture netting gear draping number of times and reduce labour intensity, facilitating water body flow and stocked carp inside and outside large-scale aquiculture netting gear and grow, 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 by large-scale aquiculture 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, large-scale aquiculture 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 large-scale aquiculture 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 large-scale aquiculture netting gear etting and reinforced concrete upright column between rete cord, which greatly enhances service life and the equipment of large-scale aquiculture netting gear, the present invention effectively achieves and installs the horizontal manrope of linked network by being embedded in the strong sling of annular superelevation in armored concrete dykes and dams surface on the surface at armored concrete dykes and dams, and large-scale aquiculture netting gear etting infraclass and reverse lay are tied up be fixedly connected with to being carried out bundle between the horizontal manrope of linked network, and large-scale aquiculture netting gear etting does not directly contact with armored concrete dykes and dams surface, by excessively effectively prevent the direct contact wear between large-scale aquiculture netting gear etting and armored concrete dykes and dams surface between rete cord, which greatly enhances service life and the equipment of large-scale aquiculture netting gear, superhigh molecular weight polyethylene fibers material is used for the manufacture of large-scale aquiculture netting gear (comprising netting gear etting and rete cord thereof) by the present invention, greatly reduce keeping the more existing common large-scale aquiculture netting gear specification of the present invention's large-scale aquiculture netting gear specification under equal powerful prerequisite, greatly reduce the raw materials consumption of large-scale aquiculture netting gear, develop low-carbon (LC) aquaculture, promote aquaculture installation equipment, in addition, keeping can alleviating large-scale aquiculture netting gear weight under equal powerful prerequisite, engineering construction difficulty and construction cost is reduced, superhigh molecular weight polyethylene fibers material is used for the manufacture of large-scale aquiculture netting gear (comprising netting gear etting and rete cord thereof) by the present invention, the common large-scale aquiculture netting gear that the large-scale aquiculture netting gear intensity more existing Common synthetic fiber netting of the present invention's initiative makes under the prerequisite keeping equivalent specifications improves greatly, substantially increase large-scale aquiculture netting gear impact resistance and wind and wave resistance fluidity energy, improve aquaculture installation equipment.Result of the test or production practices show, the technical program improving the anti-pollution function of existing large-scale aquiculture netting gear etting, impact resistance, wind and wave resistance fluidity energy, prevent stocked carp from escaping, reduce draping number of times, promote water body inside and outside large-scale aquiculture netting gear etting to exchange and stocked carp grow, avoid direct contact wear between large-scale aquiculture 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, with the obvious advantage in this method shock resistance in aquafarm or the actual use of Culture pure seine engineering, the escape of anti-fouling, anti-wear, anti-fish etc., greatly improve large-scale aquiculture netting gear facility outfit level.
Accompanying drawing explanation
Fig. 1 is the method schematic diagram that is flexible coupling between seashore and large-scale aquiculture netting gear etting.
Detailed description of the invention
Illustrate that implementing best way of the present invention: 1 in Fig. 1 represents left bank and to be flexible coupling the horizontal manrope of etting below in conjunction with accompanying drawing, 2 represent left bank is flexible coupling etting, 3 represent left bank is flexible coupling the radial manrope of etting, 4 represent left bank is flexible coupling the vertical manrope of etting, 5 represent the annular terylene sling on the left of the Ith reinforced concrete upright column, 6 represent the vertical manrope of linked network on the left of the Ith reinforced concrete upright column, 7 represent the annular terylene sling on the right side of the Ith reinforced concrete upright column, 8 represent large-scale aquiculture netting gear etting headline, 9 represent large-scale aquiculture netting gear etting, 10 represent large-scale aquiculture netting gear etting left hand edge guiding principle, 11 represent large-scale aquiculture netting gear etting infraclass, 12 right-hand members representing large-scale aquiculture netting gear etting headline, 13 represent the IIIth solid cylindrical reinforced concrete pile, 14 represent the vertical manrope of linked network on the right side of the Ith reinforced concrete upright column, 15 represent the strong sling of annular superelevation that armored concrete dykes and dams install on the surface, 16 represent the horizontal manrope of linked network, 17 represent armored concrete dykes and dams, 18 represent the Ith reinforced concrete upright column, 19 represent left bank is flexible coupling etting edge guiding principle, 20 represent left side seashore, 21 represent left bank cylindrical cast iron stake,
The present invention adopt line density to be 178tex and line density to be the superhigh molecular weight polyethylene fibers of 180tex, fishing net anti-fouling agent, reinforced concrete upright column, marine antifouling agents, 12 strands of terylene ropes, six strands of nylon ropes, without shelves marine anchor chain, reinforcing bar, underwater concrete, nylon cable tie, terylene braided wire, the superhigh molecular weight polyethylene fibers warping that line density is 178tex become line density be the superhigh molecular weight polyethylene fibers yarn of 178tex, it is 178tex superhigh molecular weight polyethylene fibers yarn according to the special braiding structure of the size of mesh of 44mm, " 6 lopping+15 inlaid thread " by 21 line densities again, it is processed into ultra-high molecular weight polyethylene that specification is " UHMWPE-178tex × 33-44 " through netting with tricot machine, with fishing net anti-fouling agent, ultra-high molecular weight polyethylene is carried out antifouling process through netting, just obtain antifouling ultra-high molecular weight polyethylene after drying through netting, the superhigh molecular weight polyethylene fibers doubling that line density is 180tex first become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex, again the superhigh molecular weight polyethylene fibers rope yarn that 14 line densities are 720tex is twisted with the fingers according to Z, 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 the Z being 12mm to diameter with fishing net anti-fouling agent twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries 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, the superhigh molecular weight polyethylene fibers doubling that line density is 180tex become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex, again the superhigh molecular weight polyethylene fibers rope yarn that 30 line densities are 720tex is twisted with the fingers according to S, 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 the S being 14mm to diameter with fishing net anti-fouling agent twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries 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, the superhigh molecular weight polyethylene fibers doubling that line density is 180tex become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex, it is 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 the Z being 14mm to diameter with fishing net anti-fouling agent twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling process, and 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 92.5m length × antifouling ultra-high molecular weight polyethylene of 5.0m width through netting, antifouling ultra-high molecular weight polyethylene is carried out reinforcement solutions through netting edge, obtain the antifouling ultra-high molecular weight polyethylene after a width 92m length × 4.5m widthwise edges reinforcement solutions through netting, in this, as large-scale aquiculture netting gear etting,By the horizontal hanging ratio of 0.7067, it is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades that the top edge in large-scale aquiculture netting gear netting-length direction installs a diameter, in this, as large-scale aquiculture netting gear etting headline; By the horizontal hanging ratio of 0.7067, after at the lower limb of large-scale aquiculture 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 large-scale aquiculture netting gear etting infraclass; By the vertical hanging ratio of 0.7075, after at the left hand edge of large-scale aquiculture 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 large-scale aquiculture netting gear etting left hand edge guiding principle; By the vertical hanging ratio of 0.7075, it is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades that right hand edge at large-scale aquiculture netting gear etting width installs a diameter, in this, as large-scale aquiculture netting gear etting right hand edge guiding principle, this just completes the dress guiding principle of large-scale aquiculture netting gear etting; Installing a diameter every 0.46m between large-scale aquiculture netting gear etting left hand edge guiding principle, right hand edge guiding principle is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as the large-scale aquiculture vertical manrope of netting gear etting; 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; The annular terylene sling of 1 girth as 15cm is made taking 12 bursts of terylene rope grafting of a length 63cm, diameter 14mm; Make 113 annular terylene slings in the same way again, accumulative acquisition 114 annular terylene slings; Twist with the fingers three bursts of ultra-high molecular weight polyethylene torsade grafting taking a length 63cm, the antifouling Z of diameter 14mm and make the annular superelevation strong sling of 1 girth as 15cm; Make 1150 strong slings of annular superelevation in the same way again, accumulative acquisition 1151 strong slings of annular superelevation; When Ith reinforced concrete upright column is cast, it is being positioned at a plane on the left of the Ith reinforced concrete upright column, from distance the Ith reinforced concrete upright column top, it is being perpendicular to column axial line every 8cm 1 annular terylene sling is installed; It is being 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, it is being perpendicular to column axial line every 8cm 1 annular terylene sling is installed; It is exposed at that the Ith reinforced concrete upright column outer ring terylene sling rope girth is 45mm, a reinforced concrete upright column annular terylene sling rope girth is 105mm to be embedded in the Ith outward; On the left of Ith reinforced concrete upright column, right side 57 annular terylene slings are installed respectively, and all annular terylene rope button bit in same plane; It is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate upper 57 annular terylene 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 up fixing with nylon cable tie bundle, in this, as the vertical manrope of linked network on the left of the Ith reinforced concrete upright column; By a length 4.5m,Diameter is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate upper 57 annular terylene sling post-tensionings on the right side of the Ith reinforced concrete upright column in turn tight, and tie up fixing with nylon cable tie bundle, in this, as the vertical manrope of linked network on the right side of the Ith reinforced concrete upright column, this just obtains the manrope vertical with linked network on the right side of the Ith reinforced concrete upright column of the vertical manrope of linked network 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 identical IIth reinforced concrete upright column of specification framework, the IIth reinforced concrete upright column by same procedure, the IIIth solid cylindrical reinforced concrete pile of difference setting height(from bottom) 2.5m × bottom surface circular diameter 20cm, the IVth solid cylindrical reinforced concrete pile on left side seashore, right side seashore, above-mentioned Ith reinforced concrete upright column is squeezed into seabed 4.5m by the pile driving barge of the intersection between left side seashore and large-scale aquiculture netting gear etting, and the vertical manrope of left side linked network guaranteed on the Ith reinforced concrete upright column is positioned at the side close to the IIIth solid cylindrical reinforced concrete pile, the IIIth solid cylindrical reinforced concrete pile on the seashore of left side and the distance between the Ith reinforced concrete upright column are 5m, between right side seashore and large-scale aquiculture netting gear etting, above-mentioned IIth reinforced concrete upright column is squeezed into seabed 4.5m by intersection's pile driving barge, and the vertical manrope of right side linked network guaranteed on the IIth reinforced concrete upright column is positioned at the side close to the IVth solid cylindrical reinforced concrete pile, the IVth solid cylindrical reinforced concrete pile on the seashore of right side and the distance between the IIth reinforced concrete upright column are also 5m, IIIth solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, the IVth solid cylindrical reinforced concrete pile are positioned at same plane, the antifouling ultra-high molecular weight polyethylene cutting out a width 15.9m length × 5.3m width is through netting, twice folding after obtain square three layers of antifouling ultra-high molecular weight polyethylene that the length of side is 5.3m through netting, square three layers of antifouling ultra-high molecular weight polyethylene are pruned by the sector of 5m radius × 90 ° central angle through netting edge, obtain the fan-shaped three layers of antifouling ultra-high molecular weight polyethylene of width after pruning through netting, it is 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 in three bursts of ultra-high molecular weight polyethylene torsades that adjacent two antifouling Z twist with the fingers the angle between three bursts of ultra-high molecular weight polyethylene torsades is 22.5 °, it is positioned at left bank and it is 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, it is positioned at left bank and it is 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, it is positioned at left bank and it is 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 to three antifouling Z that the horizontal manrope of etting is flexible coupling with left bank between the vertical manrope of etting,Six strands of nylon ropes of a diameter 24mm are installed at the first edge being flexible coupling etting circumferential section in left bank, again with nylon cable tie by 0.25m spacing pricking a 7.86m length × 16mm anchor chain diameter to tie up with above-mentioned six strands of nylon ropes without shelves marine anchor chain and be connected, it is 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 of etting edge guiding principle is flexible coupling with left bank after one end of the horizontal manrope of etting is connected with fast knot and is connected with two fast knot with the IIIth solid cylindrical reinforced concrete pile, then the other end level tension of the horizontal manrope of etting that left bank is flexible coupling and tie up fixing with the Ith reinforced concrete upright column bundle; Then with diameter 3.7mm terylene braided wire left bank is flexible coupling every 5cm and carries out bundle between the vertical manrope of etting with the vertical manrope of left side linked network on the Ith reinforced concrete upright column and tie up fixing, all prick tie up 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, with cutting machine, seashore foundation stone is opened in a plane at the IIIth solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column place the left bank arc-shaped slot of a 5m radius × 90 ° central angle; Left bank arc-shaped slot is taking the Ith reinforced concrete upright column top as 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 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, again left bank is flexible coupling the vertical manrope of etting, left bank be flexible coupling the radial manrope of etting strain after successively and carry out bundle between the cylindrical cast iron stake of left bank and tie up fixing, then with underwater concrete left bank arc-shaped slot built 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, on the left of just left bank is flexible coupling after underwater concrete hardening etting is smooth being fixed between seashore and the Ith reinforced concrete upright column; By the method that left side seashore is same, first be flexible coupling by right bank one end of etting edge guiding principle is flexible coupling with right bank after one end of the horizontal manrope of etting is connected with fast knot and is connected with two fast knot with the IVth solid cylindrical reinforced concrete pile, then the other end level tension of the horizontal manrope of etting that right bank is flexible coupling and tie up fixing with the IIth reinforced concrete upright column bundle; Then with diameter 3.7mm terylene braided wire right bank is flexible coupling every 5cm and carries out bundle between the vertical manrope of etting with the vertical manrope of right side linked network on the IIth reinforced concrete upright column and tie up fixing, all prick tie up 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, with cutting machine, seashore foundation stone is opened in a plane at the IVth solid cylindrical reinforced concrete pile, the IIth reinforced concrete upright column place the right bank arc-shaped slot of a 5m radius × 90 ° central angle; Right bank arc-shaped slot is taking the IIth reinforced concrete upright column top as 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, again right bank is flexible coupling the vertical manrope of etting, right bank be flexible coupling the radial manrope of etting strain after successively and carry out bundle between right bank cylindrical cast iron stake and tie up fixing, then with underwater concrete right bank arc-shaped slot built 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, on the right side of just right bank is flexible coupling after underwater concrete hardening etting is smooth being fixed between seashore and the IIth reinforced concrete upright column; The armored concrete dykes and dams of one section of 92m length are built, armored concrete dykes and dams surfacing and distance water surface 4.5m between the Ith reinforced concrete upright column, the IIth reinforced concrete upright column; It is being positioned at the same plane of the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, from the Ith reinforced concrete upright column, is terminating to be perpendicular to armored concrete dykes and dams surface every 8cm to the IIth reinforced concrete upright column 1 strong sling of annular superelevation is installed; Be exposed at outward armored concrete dykes and dams surface outer ring superelevation strong sling rope girth be 45mm, be embedded in armored concrete dykes and dams surface the strong sling rope girth of annular superelevation be 105mm; Armored concrete dykes and dams are accumulative on the surface installs 1151 strong slings of annular superelevation; A length 92m, the antifouling Z of diameter 14mm are twisted with the fingers three bursts of ultra-high molecular weight polyethylene torsades and penetrates the tension after 1151 strong slings of annular superelevation on the surface of armored concrete dykes and dams in turn, with nylon cable tie, antifouling Z twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to carry out bundle with the annular strong sling of superelevation and tie up fixing, prick using this 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; Every 5cm with diameter 3.7mm terylene braided wire by large-scale aquiculture netting gear etting left hand edge guiding principle with carry out bundle between the vertical manrope of right side linked network on the Ith reinforced concrete upright column and tie up and be fixedly connected with; After all bundle is tied up and is fixedly connected with, large-scale aquiculture netting gear etting left hand edge guiding principle is just fixed on the Ith reinforced concrete upright column; Every 5cm with diameter 3.7mm terylene braided wire by large-scale aquiculture netting gear etting infraclass manrope horizontal in linked network between carry out bundle and tie up and be fixedly connected with; After all bundle is tied up and is fixedly connected with, large-scale aquiculture netting gear etting infraclass is just fixed on armored concrete dykes and dams on the surface; Every 5cm with diameter 3.7mm terylene braided wire by large-scale aquiculture netting gear etting right hand edge guiding principle with carry out bundle between the vertical manrope of left side linked network on the IIth reinforced concrete upright column and tie up and be fixedly connected with; After all bundle is tied up and is fixedly connected with, large-scale aquiculture netting gear etting right hand edge guiding principle is just fixed on the IIth reinforced concrete upright column; Finally, carry out bundle after the both ends horizontal of large-scale aquiculture netting gear etting headline being strained respectively to tie up be fixedly connected with the Ith reinforced concrete upright column, the IIth reinforced concrete upright column; Like this left side seashore, the IIIth solid cylindrical reinforced concrete pile, left bank be flexible coupling etting, the Ith reinforced concrete upright column, large-scale aquiculture netting gear etting, the IIth reinforced concrete upright column, right bank be flexible coupling etting,IVth solid cylindrical reinforced concrete pile, right side seashore just firmly connect into the entirety that can effectively prevent cultured fishes from escaping, being closely connected; The method here it is be flexible coupling between seashore and large-scale aquiculture netting gear etting.

Claims (1)

1. be flexible coupling between seashore and large-scale aquiculture netting gear etting method, adopt line density to be 178tex and line density be the superhigh molecular weight polyethylene fibers of 180tex, fishing net anti-fouling agent, reinforced concrete upright column, marine antifouling agents, 12 strands of terylene ropes, six strands of nylon ropes, without shelves marine anchor chain, reinforcing bar, underwater concrete, nylon cable tie, terylene braided wire, it is characterized in that the superhigh molecular weight polyethylene fibers yarn that the superhigh molecular weight polyethylene fibers warping that line density is 178tex becomes line density be 178tex, then it is that 178tex superhigh molecular weight polyethylene fibers yarn tricot machine is processed into specification for the ultra-high molecular weight polyethylene of " UHMWPE-178tex × 33-44 " is through netting according to the size of mesh of 44mm, the special braiding structure of " 6 lopping+15 inlaid thread " by 21 line densities, with fishing net anti-fouling agent, ultra-high molecular weight polyethylene is carried out antifouling process through netting, just obtain antifouling ultra-high molecular weight polyethylene after drying through netting, the superhigh molecular weight polyethylene fibers doubling that line density is 180tex become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex, again the superhigh molecular weight polyethylene fibers rope yarn that 14 line densities are 720tex is twisted with the fingers according to Z, 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 the Z being 12mm to diameter with fishing net anti-fouling agent twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries 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, the superhigh molecular weight polyethylene fibers doubling that line density is 180tex become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex, again the superhigh molecular weight polyethylene fibers rope yarn that 30 line densities are 720tex is twisted with the fingers according to S, 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 the S being 14mm to diameter with fishing net anti-fouling agent twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries 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, the superhigh molecular weight polyethylene fibers doubling that line density is 180tex become line density be the superhigh molecular weight polyethylene fibers rope yarn of 720tex, it is 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 the Z being 14mm to diameter with fishing net anti-fouling agent twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades and carries out antifouling process, and 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 92.5m length × antifouling ultra-high molecular weight polyethylene of 5.0m width through netting, antifouling ultra-high molecular weight polyethylene carried out reinforcement solutions through netting edge,Obtain the antifouling ultra-high molecular weight polyethylene after a width 92m length × 4.5m widthwise edges reinforcement solutions through netting, in this, as large-scale aquiculture netting gear etting; By the horizontal hanging ratio of 0.7067, it is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades that the top edge in large-scale aquiculture netting gear netting-length direction installs a diameter, in this, as large-scale aquiculture netting gear etting headline; By the horizontal hanging ratio of 0.7067, after at the lower limb of large-scale aquiculture 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 large-scale aquiculture netting gear etting infraclass; By the vertical hanging ratio of 0.7075, after at the left hand edge of large-scale aquiculture 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 large-scale aquiculture netting gear etting left hand edge guiding principle; By the vertical hanging ratio of 0.7075, it is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades that right hand edge at large-scale aquiculture netting gear etting width installs a diameter, in this, as large-scale aquiculture netting gear etting right hand edge guiding principle, this just completes the dress guiding principle of large-scale aquiculture netting gear etting; Installing a diameter every 0.46m between large-scale aquiculture netting gear etting left hand edge guiding principle, right hand edge guiding principle is that the antifouling Z of 12mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades, in this, as the large-scale aquiculture vertical manrope of netting gear etting; 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; The annular terylene sling of 1 girth as 15cm is made taking 12 bursts of terylene rope grafting of a length 63cm, diameter 14mm; Make 113 annular terylene slings in the same way again, accumulative acquisition 114 annular terylene slings; Twist with the fingers three bursts of ultra-high molecular weight polyethylene torsade grafting taking a length 63cm, the antifouling Z of diameter 14mm and make the annular superelevation strong sling of 1 girth as 15cm; Make 1150 strong slings of annular superelevation in the same way again, accumulative acquisition 1151 strong slings of annular superelevation; When Ith reinforced concrete upright column is cast, it is being positioned at a plane on the left of the Ith reinforced concrete upright column, from distance the Ith reinforced concrete upright column top, it is being perpendicular to column axial line every 8cm 1 annular terylene sling is installed; It is being 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, it is being perpendicular to column axial line every 8cm 1 annular terylene sling is installed; It is exposed at that the Ith reinforced concrete upright column outer ring terylene sling rope girth is 45mm, a reinforced concrete upright column annular terylene sling rope girth is 105mm to be embedded in the Ith outward; On the left of Ith reinforced concrete upright column, right side 57 annular terylene slings are installed respectively, and all annular terylene rope button bit in same plane; By a length 4.5m,Diameter is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate upper 57 annular terylene sling post-tensionings on the left of the Ith reinforced concrete upright column in turn tight, and tie up fixing with nylon cable tie bundle, in this, as the vertical manrope of linked network on the left of the Ith reinforced concrete upright column; It is that the antifouling Z of 14mm twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to penetrate upper 57 annular terylene 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 up fixing with nylon cable tie bundle, in this, as the vertical manrope of linked network on the right side of the Ith reinforced concrete upright column, this just obtains the manrope vertical with linked network on the right side of the Ith reinforced concrete upright column of the vertical manrope of linked network 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 identical IIth reinforced concrete upright column of specification framework, the IIth reinforced concrete upright column by same procedure; The IIIth solid cylindrical reinforced concrete pile of difference setting height(from bottom) 2.5m × bottom surface circular diameter 20cm, the IVth solid cylindrical reinforced concrete pile on left side seashore, right side seashore; Above-mentioned Ith reinforced concrete upright column is squeezed into seabed 4.5m by the pile driving barge of the intersection between left side seashore and large-scale aquiculture netting gear etting, and the vertical manrope of left side linked network guaranteed on the Ith reinforced concrete upright column is positioned at the side close to the IIIth solid cylindrical reinforced concrete pile; The IIIth solid cylindrical reinforced concrete pile on the seashore of left side and the distance between the Ith reinforced concrete upright column are 5m; Between right side seashore and large-scale aquiculture netting gear etting, above-mentioned IIth reinforced concrete upright column is squeezed into seabed 4.5m by intersection's pile driving barge, and the vertical manrope of right side linked network guaranteed on the IIth reinforced concrete upright column is positioned at the side close to the IVth solid cylindrical reinforced concrete pile; The IVth solid cylindrical reinforced concrete pile on the seashore of right side and the distance between the IIth reinforced concrete upright column are also 5m; IIIth solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, the IVth solid cylindrical reinforced concrete pile are positioned at same plane; The antifouling ultra-high molecular weight polyethylene cutting out a width 15.9m length × 5.3m width is through netting, twice folding after obtain square three layers of antifouling ultra-high molecular weight polyethylene that the length of side is 5.3m through netting, square three layers of antifouling ultra-high molecular weight polyethylene are pruned by the sector of 5m radius × 90 ° central angle through netting edge, obtain the fan-shaped three layers of antifouling ultra-high molecular weight polyethylene of width after pruning through netting, it is 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 in three bursts of ultra-high molecular weight polyethylene torsades that adjacent two antifouling Z twist with the fingers the angle between three bursts of ultra-high molecular weight polyethylene torsades is 22.5 °, it is positioned at left bank and it is 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 directionIt is positioned at left bank and it is 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 to three antifouling Z that the horizontal manrope of etting is flexible coupling with left bank between the vertical manrope of etting; Six strands of nylon ropes of a diameter 24mm are installed at the first edge being flexible coupling etting circumferential section in left bank, again with nylon cable tie by 0.25m spacing pricking a 7.86m length × 16mm anchor chain diameter to tie up with above-mentioned six strands of nylon ropes without shelves marine anchor chain and be connected, it is 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 of etting edge guiding principle is flexible coupling with left bank after one end of the horizontal manrope of etting is connected with fast knot and is connected with two fast knot with the IIIth solid cylindrical reinforced concrete pile, then the other end level tension of the horizontal manrope of etting that left bank is flexible coupling and tie up fixing with the Ith reinforced concrete upright column bundle; Then with diameter 3.7mm terylene braided wire left bank is flexible coupling every 5cm and carries out bundle between the vertical manrope of etting with the vertical manrope of left side linked network on the Ith reinforced concrete upright column and tie up fixing, all prick tie up 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, with cutting machine, seashore foundation stone is opened in a plane at the IIIth solid cylindrical reinforced concrete pile, the Ith reinforced concrete upright column place the left bank arc-shaped slot of a 5m radius × 90 ° central angle; Left bank arc-shaped slot is taking the Ith reinforced concrete upright column top as 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 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, again left bank is flexible coupling the vertical manrope of etting, left bank be flexible coupling the radial manrope of etting strain after successively and carry out bundle between the cylindrical cast iron stake of left bank and tie up fixing, then with underwater concrete left bank arc-shaped slot built 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, on the left of just left bank is flexible coupling after underwater concrete hardening etting is smooth being fixed between seashore and the Ith reinforced concrete upright column; By the method that left side seashore is same, first be flexible coupling by right bank one end of etting edge guiding principle is flexible coupling with right bank after one end of the horizontal manrope of etting is connected with fast knot and is connected with two fast knot with the IVth solid cylindrical reinforced concrete pile, then the other end level tension of the horizontal manrope of etting that right bank is flexible coupling and tie up fixing with the IIth reinforced concrete upright column bundle; Then with diameter 3.7mm terylene braided wire right bank is flexible coupling every 5cm and carries out bundle between the vertical manrope of etting with the vertical manrope of right side linked network on the IIth reinforced concrete upright column and tie up fixing, all prick tie up 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, the IVth solid cylindrical reinforced concrete pile,The right bank arc-shaped slot of a 5m radius × 90 ° central angle opened by seashore foundation stone by the interior cutting machine of plane at the IIth reinforced concrete upright column place; Right bank arc-shaped slot is taking the IIth reinforced concrete upright column top as 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, again right bank is flexible coupling the vertical manrope of etting, right bank be flexible coupling the radial manrope of etting strain after successively and carry out bundle between right bank cylindrical cast iron stake and tie up fixing, then with underwater concrete right bank arc-shaped slot built 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, on the right side of just right bank is flexible coupling after underwater concrete hardening etting is smooth being fixed between seashore and the IIth reinforced concrete upright column; The armored concrete dykes and dams of one section of 92m length are built, armored concrete dykes and dams surfacing and distance water surface 4.5m between the Ith reinforced concrete upright column, the IIth reinforced concrete upright column; It is being positioned at the same plane of the Ith reinforced concrete upright column, the IIth reinforced concrete upright column, from the Ith reinforced concrete upright column, is terminating to be perpendicular to armored concrete dykes and dams surface every 8cm to the IIth reinforced concrete upright column 1 strong sling of annular superelevation is installed; Be exposed at outward armored concrete dykes and dams surface outer ring superelevation strong sling rope girth be 45mm, be embedded in armored concrete dykes and dams surface the strong sling rope girth of annular superelevation be 105mm; Armored concrete dykes and dams are accumulative on the surface installs 1151 strong slings of annular superelevation; A length 92m, the antifouling Z of diameter 14mm are twisted with the fingers three bursts of ultra-high molecular weight polyethylene torsades and penetrates the tension after 1151 strong slings of annular superelevation on the surface of armored concrete dykes and dams in turn, with nylon cable tie, antifouling Z twists with the fingers three bursts of ultra-high molecular weight polyethylene torsades to carry out bundle with the annular strong sling of superelevation and tie up fixing, prick using this 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; Every 5cm with diameter 3.7mm terylene braided wire by large-scale aquiculture netting gear etting left hand edge guiding principle with carry out bundle between the vertical manrope of right side linked network on the Ith reinforced concrete upright column and tie up and be fixedly connected with; After all bundle is tied up and is fixedly connected with, large-scale aquiculture netting gear etting left hand edge guiding principle is just fixed on the Ith reinforced concrete upright column; Every 5cm with diameter 3.7mm terylene braided wire by large-scale aquiculture netting gear etting infraclass manrope horizontal in linked network between carry out bundle and tie up and be fixedly connected with; After all bundle is tied up and is fixedly connected with, large-scale aquiculture netting gear etting infraclass is just fixed on armored concrete dykes and dams on the surface; Every 5cm with diameter 3.7mm terylene braided wire by large-scale aquiculture netting gear etting right hand edge guiding principle with carry out bundle between the vertical manrope of left side linked network on the IIth reinforced concrete upright column and tie up and be fixedly connected with; After all bundle is tied up and is fixedly connected with, large-scale aquiculture netting gear etting right hand edge guiding principle is just fixed on the IIth reinforced concrete upright column; Finally, carry out bundle after the both ends horizontal of large-scale aquiculture netting gear etting headline being strained respectively to tie up be fixedly connected with the Ith reinforced concrete upright column, the IIth reinforced concrete upright column; Like this left side seashore,IIIth solid cylindrical reinforced concrete pile, left bank be flexible coupling etting, the IVth solid cylindrical reinforced concrete pile, the right side seashore of etting, the Ith reinforced concrete upright column, large-scale aquiculture 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; The method here it is be flexible coupling between seashore and large-scale aquiculture netting gear etting.
CN201310608677.9A 2013-11-25 2013-11-25 Soft connecting method for coasts and large-scale aquaculture netting Active CN103598128B (en)

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GB2472037A (en) * 2009-07-22 2011-01-26 Questor Group Ltd C Open ocean fish farm
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