CN111503221B - Netting strength support construction method based on fence cultivation facility - Google Patents
Netting strength support construction method based on fence cultivation facility Download PDFInfo
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- CN111503221B CN111503221B CN202010318267.0A CN202010318267A CN111503221B CN 111503221 B CN111503221 B CN 111503221B CN 202010318267 A CN202010318267 A CN 202010318267A CN 111503221 B CN111503221 B CN 111503221B
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- 238000010276 construction Methods 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 146
- 239000010959 steel Substances 0.000 claims abstract description 146
- 210000001503 joint Anatomy 0.000 claims abstract description 11
- 229910001220 stainless steel Inorganic materials 0.000 claims description 16
- 239000010935 stainless steel Substances 0.000 claims description 13
- 239000007787 solid Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 229920002994 synthetic fiber Polymers 0.000 claims description 4
- 239000012209 synthetic fiber Substances 0.000 claims description 4
- 239000004677 Nylon Substances 0.000 claims description 3
- 239000004698 Polyethylene Substances 0.000 claims description 3
- 229920001778 nylon Polymers 0.000 claims description 3
- 239000006223 plastic coating Substances 0.000 claims description 3
- -1 polyethylene Polymers 0.000 claims description 3
- 229920000573 polyethylene Polymers 0.000 claims description 3
- 230000002708 enhancing effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 10
- 230000008093 supporting effect Effects 0.000 description 5
- 230000001105 regulatory effect Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000009360 aquaculture Methods 0.000 description 2
- 244000144974 aquaculture Species 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
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- 238000006467 substitution reaction Methods 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16G—BELTS, CABLES, OR ROPES, PREDOMINANTLY USED FOR DRIVING PURPOSES; CHAINS; FITTINGS PREDOMINANTLY USED THEREFOR
- F16G11/00—Means for fastening cables or ropes to one another or to other objects; Caps or sleeves for fixing on cables or ropes
- F16G11/12—Connections or attachments, e.g. turnbuckles, adapted for straining of cables, ropes, or wire
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; AVICULTURE; APICULTURE; PISCICULTURE; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K61/00—Culture of aquatic animals
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16G—BELTS, CABLES, OR ROPES, PREDOMINANTLY USED FOR DRIVING PURPOSES; CHAINS; FITTINGS PREDOMINANTLY USED THEREFOR
- F16G11/00—Means for fastening cables or ropes to one another or to other objects; Caps or sleeves for fixing on cables or ropes
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16G—BELTS, CABLES, OR ROPES, PREDOMINANTLY USED FOR DRIVING PURPOSES; CHAINS; FITTINGS PREDOMINANTLY USED THEREFOR
- F16G11/00—Means for fastening cables or ropes to one another or to other objects; Caps or sleeves for fixing on cables or ropes
- F16G11/08—Fastenings for securing ends of driving-cables to one another, the fastenings having approximately the same diameter as the cables
- F16G11/09—Fastenings for securing ends of driving-cables to one another, the fastenings having approximately the same diameter as the cables incorporating hinge joints or pivots for the attachment of the cable ends
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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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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Environmental Sciences (AREA)
- Structural Engineering (AREA)
- Marine Sciences & Fisheries (AREA)
- Zoology (AREA)
- Animal Husbandry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Civil Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention relates to the technical field of fence culture facilities, in particular to a netting strength support construction method based on the fence culture facilities, which comprises column piles, wire tighteners, steel wire ropes and netting, one side of the post pile is connected with a plurality of groups of wire tighteners, the joint of the outside of the post pile and the wire tighteners is provided with a steel wire fixing snap ring, a connecting line clamping ring is arranged outside the column pile and close to the lower end of the fixing line clamping ring, an adjusting line is arranged in the middle of the wire tightener, one end of the adjusting line is provided with a connecting clamp ring, one end of the connecting clamp ring far away from the adjusting line is connected with a connecting ring shackle, a pull ring is welded at the joint of the steel line fixing clamp ring and the connecting ring shackle, butt joint plates are welded at one sides of the steel line fixing clamp ring and the connecting line clamp ring, the butt joint plate is provided with a plurality of groups of bolt holes, bolts are arranged in the bolt holes, one end, far away from the clamping ring, of the adjusting steel wire is provided with a steel wire connecting ring, and one end, far away from the adjusting steel wire, of the steel wire connecting ring is connected with a steel wire connecting shackle. The invention is used for enhancing the stress strength of the netting and preventing the netting from being damaged due to uneven stress.
Description
Technical Field
The invention relates to the technical field of fence culture facilities, in particular to a netting strength support construction method based on a fence culture facility.
Background
The fence culture facility is a facility for carrying out aquaculture by utilizing the column piles to support the netting and enclose a large area of water in a water area environment in which aquaculture can be carried out. The fence netting mainly comprises a metal netting or a synthetic fiber netting, and whether the strength of the fence netting can be maintained after the net is connected and fixed is an important technical link for integrally building fence culture facilities. In the prior art, the netting is pre-connected with the lacing lines, the lacing lines of the netting are tied up by ropes and the like after the netting is tensioned, and the netting and the lacing lines are connected and fixed on the column piles, because the distance between the column piles is generally 5m or more, the netting and the lacing lines are loosened after the netting is used for a period of time, stress concentration is formed by stress of the netting after the netting is impacted by waves, and the netting is easy to tear due to local stress of the netting connected with the column piles.
Disclosure of Invention
The invention aims to provide a netting strength support construction method based on a fence culture facility, so as to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme:
a netting strength supporting construction method based on fence breeding facilities comprises a column pile, a tightener, a steel wire rope and a netting, wherein a plurality of groups of tighteners are connected to one side of the column pile, a steel wire fixing clamping ring is arranged at the joint of the outer portion of the column pile and the tightener, a steel wire connecting clamping ring is arranged at the position, close to the lower end of the steel wire fixing clamping ring, of the outer portion of the column pile, an adjusting steel wire is arranged in the middle of the tightener, a connecting clamping ring is arranged at one end of the adjusting steel wire connecting clamping ring, a connecting ring shackle is connected to one end, far away from the adjusting steel wire, of the connecting clamping ring, a pull ring is welded to the joint of the steel wire fixing clamping ring and the connecting ring shackle, butt plates are welded to one sides of the steel wire fixing clamping ring and the steel wire connecting clamping ring, a plurality of groups of bolt holes are formed in the butt plates, bolts are arranged in the bolt holes, a connecting ring is arranged at one end, far away from the adjusting clamping ring, is connected with the steel wire connecting shackle, one end of the tightener is connected with the steel wire rope, the steel wire rope connecting structure is characterized in that a main steel wire ring is arranged at the connecting part of the steel wire rope and the steel wire rope connecting shackle, a netting is arranged on the back of the column pile, a steel wire connecting pipe is arranged at the position, close to the netting, of the steel wire rope connecting snap ring, a steel wire rope penetrating hole is formed in the middle of the steel wire connecting pipe, and a steel wire rope is arranged at the position, close to the steel wire connecting pipe, of the netting.
Preferably, the specification of the column pile is a steel pipe pile with the external diameter of 1000mm, the pile spacing of the column pile is 5m, and the netting strength support construction method comprises the following steps:
a. selecting 1 group of netting supports among 4 column piles, numbering the column piles, arranging the column piles at intervals of 5m, and arranging the netting supports among the column piles, wherein the length of the netting supports is 20 m;
b. installing the connecting line snap ring on a column pile 1 to a fifth step, wherein the connecting line pipes are all positioned on the same horizontal line on one side of the netting, the fixing line snap ring is installed on the pile seventh step, and the pull rings are opposite to the same horizontal line;
c. the length of the steel wire rope is 22m, and after the steel wire rope penetrates through 4 connecting line pipes, two ends of the steel wire rope are respectively fixed on and connected to the pull ring through the adjusting line;
d. the series tightener in the middle of the regulating line is a regulating section, the initial length of the regulating section is about 4.5m, and the steel wire rope and the fixed line clamping ring are connected through a ring buckle;
e. the wire tighteners at the two ends are matched with the length of the short adjusting steel line section to tighten the steel wire rope;
f. and (3) unfolding the netting connected with the rope line, binding the rope line and the steel wire rope together by using the net wire after the rope line is parallelly close to the steel wire rope, and binding a point at a distance of 60 mm.
Preferably, the steel wire rope and the adjusting line are stainless steel wire ropes with the diameter of 22mm, the steel wire ropes can be adjusted according to needs, and the outer portions of the steel wire ropes are subjected to plastic coating treatment, so that the corrosion resistance and the wear resistance of the steel wire ropes are improved.
Preferably, the fixed steel wire snap ring and the connecting steel wire snap ring are made of stainless steel, the diameters of the inner rings of the fixed steel wire snap ring and the connecting steel wire snap ring are 1000mm, the height of the annular belt is 50mm, the thickness of the annular belt is 8mm, the connecting ring shackle and the connecting steel wire shackle are stainless steel shackles, the connecting ring shackle and the connecting steel wire shackle are in the specification of M28, and the connecting disassembly and assembly of the fixed steel wire snap ring and the adjusting steel wire snap ring are facilitated.
Preferably, the external diameter 100mm of pull ring, internal diameter 50mm, welding pull ring are used for connecting wire rope, and the welding buttcover plate is used for the solid class snap ring chucking on the stake, the highly unanimous of butt joint plate and solid class snap ring, just butt joint plate width is 50mm, thickness is 8mm, the bolt is the stainless steel bolt, just the bolt specification is diameter 16mm, the trompil diameter of bolt hole is 18 mm.
Preferably, the diameter of the opening of the continuous steel pipe is 25mm, the outer diameter of the continuous steel pipe is 45mm, and the outer edge of the opening of the continuous steel pipe is provided with a 1mm rounded corner.
Preferably, the netting is a synthetic fiber netting, the mesh size of the netting material is unilateral length of 30mm, the rope line is a polyethylene rope or a nylon rope, and the diameter of the rope line is 14 mm.
Preferably, the connection positions of the two groups of column piles are provided with cross support connection sections, the left, middle and right sides of the piles are equal to column piles, the left connecting rings, the left line connecting rings, the right line connecting rings and the right connecting rings are equal to connection clamping rings, the left fixing rings and the right fixing rings are equal to fixed clamping rings, the left line and the right line are equal to steel wire ropes, and the right line tightener and the left line tightener are equal to tighteners, so that the connection method of the support at the cross positions is described.
Preferably, one end of the column pile is provided with a tension line section, the tension line section consists of a connecting line secondary ring, an adjusting secondary line, a connecting flange ring, a flange and a connecting clamp secondary ring, the flange is a stainless steel flange, the specification of the flange is M24, the adjustable range is about 200mm, and the tension line section replacing and unloading method is described.
Compared with the prior art, the invention has the beneficial effects that:
1. the steel wire rope is supported by the column piles, and is connected and fixed between the column piles by using the steel wire ropes with high strength, small elongation and no creep deformation to form the steel wire rope array with uniform distribution, the steel wire rope array is used as the strength attachment of the netting, and is different from a steel frame or a fiber rope, the steel wire rope has rigidity and elasticity under the action of instant force, is not easy to deform and elongate, and cannot generate the elongation and strength reduction caused by material creep deformation along with the change of time; the distance and the tightness of the steel wire ropes can be adjusted at any time, and can be adjusted according to the specification and the strength design requirement of the netting; the arrangement of the netting support array changes the connection of the netting and the column piles into the connection of the netting and the large-area supports, so that the stress of the netting under the impact of wave flow is uniformly distributed, and the tearing of the netting caused by the stress concentration of the netting when stressed is avoided; the method is simple to operate, the accessories are easy to manufacture and replace, and workers can conveniently install and operate on the sea; the service life of the netting is prolonged, and the netting is economical.
2. In the invention, the steel wire ropes are connected and fixed on the column piles through the steel wire rope fixing clamp rings and the steel wire rope connecting clamp rings, are uniformly distributed to form a steel wire rope supporting array, and can be tightened or loosened by using the wire tightener; the net clothes pre-connecting rope line is used as a stress line and is connected with the steel wire side by side through the rope line, so that the net clothes are uniformly connected to the steel wire rope support, the tightness of the steel wire rope is adjusted as required, the stress of the net clothes under the action of wave flow is uniformly transmitted to the steel wire rope support, and the supporting effect of the column pile is exerted.
Drawings
Fig. 1 is a schematic view of the connection of a net reinforcing support of the method for constructing a net strength support based on a fence-type cultivation facility;
FIG. 2 is a schematic view of a reinforcing support tensioning section of the method for constructing a net strength support based on a fence culture facility;
fig. 3 is a schematic view of a solid steel snap ring of the net strength support construction method based on the fence culture facility;
fig. 4 is a schematic view of a connecting line snap ring of the net strength support construction method based on the fence culture facility;
FIG. 5 is a schematic view of the cross-section support connection of the method for constructing a net strength support based on a fence-type cultivation facility;
fig. 6 is a schematic view of replacing and unloading a tight section of the netting strength support construction method based on the fence culture facility;
fig. 7 is a schematic view of connection between a netting and a steel wire rope in the method for constructing a netting strength support based on a fence culture facility.
In the figure: 1-column pile, 2-wire grip, 3-steel wire rope, 4-netting, 5-steel cable snap ring, 6-connecting shackle, 7-steel cable connecting ring, 8-steel cable connecting shackle, 9-main cable ring, 10-adjusting cable, 11-connecting snap ring, 12-pull ring, 13-butt plate, 14-bolt, 15-bolt hole, 16-steel cable connecting snap ring, 17-steel cable passing hole, 18-steel cable connecting pipe, 19-pile left, 20-left connecting ring, 21-left fixing ring, 22-left cable, 23-right cable grip, 24-right cable, 25-left cable connecting ring, 26-middle pile, 27-right connecting ring, 28-left cable grip, 29-right cable fastening ring, 30-right pile, 31-right connecting ring, 32-steel cable connecting auxiliary ring, 33-regulating subclass, 34-connecting flange ring, 35-flange, 36-connecting clamp accessory ring and 37-rope.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative efforts based on the embodiments of the present invention belong to the protection scope of the present invention.
Referring to fig. 1-7, the present invention provides a technical solution:
a netting strength supporting construction method based on fence cultivation facilities comprises a column pile 1, wire tighteners 2, steel wire ropes 3 and netting 4, wherein the specification of the column pile 1 is a steel pipe pile with the external diameter of 1000mm, the pile spacing of the column pile 1 is 5m, one side of the column pile 1 is connected with a plurality of groups of the wire tighteners 2, a steel wire fixing clamp ring 5 is arranged at the joint of the outer part of the column pile 1 and the wire tighteners 2, a connecting rope clamp ring 16 is arranged at the position, close to the lower end of the steel wire fixing clamp ring 5, of the outer part of the column pile 1, an adjusting rope 10 is arranged in the middle of the wire tighteners 2, the steel wire ropes 3 and the adjusting rope 10 are stainless steel wire ropes with the diameter of 22mm, the outer part of the steel wire ropes 3 is subjected to plastic coating treatment, a connecting clamp ring 11 is arranged at one end of the adjusting rope 10, a connecting ring shackle 6 is connected to one end of the connecting clamp ring 11, a pull ring 12 is welded at the joint of the connecting clamp ring 5 and the connecting shackle 6, butt plates 13 are welded to one sides of the steel wire fixing clamp ring 5 and the connecting shackle 16, butt plates 13 are both welded with a plurality of the butt plates 13, a bolt 14 is arranged in a bolt hole 15, the outer diameter of a pull ring 12 is 100mm, the inner diameter is 50mm, the height of a butt joint plate 13 is consistent with the height of a fixed steel wire clamping ring 5, the width of the butt joint plate 13 is 50mm, the thickness of the butt joint plate 13 is 8mm, the bolt 14 is a stainless steel bolt, the specification of the bolt 14 is 16mm, the diameter of an opening of the bolt hole 15 is 18mm, an adjusting steel wire connecting ring 7 is arranged at one end, away from the adjusting steel wire clamping ring 11, of the adjusting steel wire 10, a steel wire connecting shackle 8 is connected at one end, away from the adjusting steel wire 10, of the steel wire connecting ring 7, the steel wire connecting shackle 5 and the steel wire connecting shackle 16 are both made of stainless steel materials, the diameter of an inner ring of the fixed steel wire clamping ring 5 and the steel wire connecting shackle 16 is 1000mm, the height of the annulus is 50mm, the thickness of the annulus is 8mm, the steel wire connecting shackle 6 and the steel wire connecting shackle 8 are both made of stainless steel, one end of the steel wire connecting shackle 8 is made of M28, one end of a wire tightener 2 is connected with a steel wire 3, a steel wire rope 9 is arranged at the joint of the steel wire 3 and the connecting shackle 8, the back of the column pile 1 is provided with a net 4, a connecting rope pipe 18 is arranged at a position, close to the net 4, of a connecting rope snap ring 16, the diameter of an opening of the connecting rope pipe 18 is 25mm, the outer diameter of the connecting rope pipe 18 is 45mm, a 1mm rounded corner is arranged at the outer edge of the opening of the connecting rope pipe 18, a rope passing hole 17 is formed in the middle of the connecting rope pipe 18, a rope 37 is arranged at a position, close to the connecting rope pipe 18, of the net 4, the net 4 is a synthetic fiber net, the mesh size of the net 4 is 30mm in unilateral length, the rope 37 is a polyethylene rope or a nylon rope, the diameter of the rope 37 is 14mm, one end of the column pile 1 is provided with a tightening segment 39, the tightening segment 39 is composed of a connecting rope auxiliary ring 32, an adjusting auxiliary rope 33, a connecting flange ring 34, a flange 35 and a connecting clamp auxiliary ring 36, the flange 35 is a stainless steel flange, the specification of the flange 35 is M24, and the adjustable range is about 200 mm.
Examples
1. The strength support construction method of the netting is as shown in figure 1:
a. selecting 1 group of netting supports among 4 column piles 1, numbering the column piles 1, keeping the interval between the column piles 1 to be 5m, supporting the netting 4 with the length of 20m, and arranging the netting 4 among the column piles;
b. the connecting line clamping ring 16 is arranged on a column pile 1, the steel connecting pipe 18 is positioned on the same horizontal line on one side of the netting 4, the fixing line clamping ring 5 is arranged on the column pile, and the pull rings 12 are opposite to the same horizontal line;
c. the length of the steel wire rope 3 is 22m, after the steel wire rope 3 passes through 4 connecting line pipes 18, two ends of the steel wire rope are respectively fixed on and connected to the pull ring 12 through the adjusting line 10;
d. the wire tightener 2 connected in series in the middle of the adjusting line 10 is an adjusting section, the initial length of the adjusting section is about 4.5m, and the wire rope 3 and the fixed line clamping ring 5 are connected through a ring buckle 12;
e. the wire tighteners 2 at the two ends are matched with the length of the short adjusting steel line section to tighten the steel wire rope 3;
f. and (3) unfolding the netting 4 connected with the rope lines 37, binding the rope lines 37 and the steel wire ropes 3 together by using net wires after the rope lines 37 are close to the steel wire ropes 3 in parallel, and binding a point at a distance of 60 mm.
2. Description of the group-to-group intersection support connection method, as shown in fig. 5: the connection of the group and the group at the intersection is realized by using 3 piles at the intersection together, a left line 22 of the left group penetrates through a left connecting ring 20 on the left 19 of the pile, and after a left line connecting ring 25 on a middle 26 of the pile, the left line is connected to a right fixing ring 29 fixed on the right 30 of the pile through a left line tightener 28; the right foot 24 of the right group is passed through the right chain 31 on the right 30 of the pile and after the right foot chain 27 on the middle 26 of the pile, is connected to the left retaining ring 21 fixed to the left 19 of the pile by the right foot tightener 23.
3. The tight line segment replacing and unloading method is illustrated in fig. 6: compare turnbuckle 35, turnbuckle 2 can tighten up wire rope on a relatively large scale, but turnbuckle structure is comparatively complicated, the easy corrosion in marine environment, and turnbuckle cost is high, is difficult to use in batches, consequently can make turnbuckle tight line segment as the replacement after tightening up, and stainless steel turnbuckle 35 can be used to marine environment, and the cost is low, tightens up easy operation, can tighten up wire rope on a certain extent, after exceeding turnbuckle and tighten up the limit range, can adopt this method to adopt turnbuckle line segment replacement once more. The two ends of the flange 35 are connected with the adjusting auxiliary line 33, the auxiliary connecting line ring 32 and the auxiliary connecting clamp ring 36 at the two ends of the adjusting auxiliary line are connected with the steel wire rope 3 and the fixed line clamping ring 5 by utilizing the shackle.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a netting intensity supports construction method based on facility is bred to rail, includes post (1), turn-buckle (2), wire rope (3) and netting (4), its characterized in that: the steel wire rope fixing and connecting device is characterized in that a plurality of groups of wire tighteners (2) are connected to one side of a column pile (1), a steel wire fixing clamping ring (5) is arranged at the joint of the outer portion of the column pile (1) and the wire tightener (2), a connecting clamping ring (16) is arranged at the lower end of the steel wire fixing clamping ring (5) close to the outer portion of the column pile (1), an adjusting steel wire rope (10) is arranged in the middle of the wire tightener (2), a connecting clamping ring (11) is arranged at one end of the adjusting steel wire rope (10), a connecting ring shackle (6) is connected to one end, far away from the adjusting steel wire rope (10), of the connecting clamping ring (11), a pull ring (12) is welded to the joint of the steel wire fixing clamping ring (5) and the connecting steel wire rope clamping ring (6), butt joint plates (13) are welded to one sides of the steel wire fixing clamping ring (5) and the connecting clamping ring (16), a plurality of groups of bolt holes (15) are arranged on the butt joint plates (13), bolts (14) are arranged in the bolt holes (15), and a joint ring (7) is arranged at one end, far away from the connecting clamping ring (11) of the adjusting steel wire rope (10), connect a line ring (7) to keep away from the one end of adjusting the line (10) and be connected with and connect the line shackle (8), turn-buckle (2) one end is connected with wire rope (3), wire rope (3) are equipped with main line ring (9) with connecing the line shackle (8) junction, the post (1) back is equipped with netting (4), it is equipped with even line pipe (18) to link line snap ring (16) to be close to netting (4) department, it wears line hole (17) to be equipped with in the middle of line pipe (18) to link, netting (4) are close to even line pipe (18) department and are equipped with rope (37).
2. The fence-based cultivation facility netting strength support construction method according to claim 1, wherein: the specification of the column piles (1) is a steel pipe pile with the external diameter of 1000mm, the pile spacing of the column piles (1) is 5m, and the netting strength support construction method comprises the following steps:
a. selecting 1 group of netting supports among 4 column piles (1), numbering the column piles (1), forming a fifth column pile, forming a distance of 5m between the column piles (1), and forming a fifth support net (4) with the length of 20 m;
b. mounting the connecting line snap ring (16) on a column pile (1), (c), positioning the connecting line pipes (18) on the same horizontal line on one side of the netting (4), mounting the fixing line snap ring (5) on the column pile (c), and arranging the pull rings (12) opposite to the same horizontal line;
c. the length of the steel wire rope (3) is 22m, and after the steel wire rope (3) penetrates through 4 steel connecting pipe (18), two ends of the steel wire rope are respectively and fixedly connected to the pull ring (12) through the adjusting steel wire (10);
d. the wire tightener (2) connected in series in the middle of the adjusting cable (10) is an adjusting section, the initial length of the adjusting section is about 4.5m, and the wire rope (3) and the cable fixing clamp ring (5) are connected through a ring buckle (12);
e. the wire tighteners (2) at the two ends are matched with each other to shorten the length of the adjusting steel wire section, so that the steel wire rope (3) is tightened;
f. the netting (4) connected with the rope line (37) is unfolded, the rope line (37) is parallelly attached to the steel wire rope (3), then the rope line (37) and the steel wire rope (3) are bundled together by the net wire, and the rope is bundled at a point with the distance of 60 mm.
3. The fence-based cultivation facility netting strength support construction method according to claim 1, wherein: the steel wire rope (3) and the adjusting rope (10) are stainless steel wire ropes with the diameter of 22mm, and the outer portion of the steel wire rope (3) is subjected to plastic coating treatment.
4. The fence-based cultivation facility netting strength support construction method according to claim 1, wherein: the solid steel line snap ring (5) and the continuous steel line snap ring (16) are made of stainless steel, the diameter of the inner ring of the solid steel line snap ring (5) and the inner ring of the continuous steel line snap ring (16) is 1000mm, the height of the annular belt is 50mm, the thickness of the annular belt is 8mm, the connecting ring shackle (6) and the connecting steel line shackle (8) are stainless steel shackles, and the connecting ring shackle (6) and the connecting steel line shackle (8) are M28 in specification.
5. The fence-based cultivation facility netting strength support construction method according to claim 1, wherein: the external diameter 100mm of pull ring (12), internal diameter 50mm, the highly unanimous with the height of solid class snap ring (5) of butt joint board (13), just butt joint board (13) width is 50mm, thickness is 8mm, bolt (14) are the stainless steel bolt, just bolt (14) specification is diameter 16mm, the trompil diameter of bolt hole (15) is 18 mm.
6. The fence-based cultivation facility netting strength support construction method according to claim 1, wherein: the diameter of an opening of the steel connecting pipe (18) is 25mm, the outer diameter of the steel connecting pipe (18) is 45mm, and a 1mm fillet is arranged on the outer edge and the inner edge of an opening of the steel connecting pipe (18).
7. The fence-based cultivation facility netting strength support construction method according to claim 1, wherein: the netting (4) is a synthetic fiber netting, the mesh size of the netting (4) material is unilateral length 30mm, the rope (37) is a polyethylene rope or a nylon rope, and the diameter of the rope (37) is 14 mm.
8. The fence-based cultivation facility netting strength support construction method according to claim 1, wherein: one end of the column pile (1) is provided with a tightening segment (39), the tightening segment (39) is composed of a steel connecting auxiliary ring (32), an adjusting auxiliary ring (33), a connecting flange ring (34), a flange (35) and a clamping auxiliary ring (36), the flange (35) is a stainless steel flange, the specification of the flange (35) is M24, and the adjustable range is about 200 mm.
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| CN202010318267.0A CN111503221B (en) | 2020-04-21 | 2020-04-21 | Netting strength support construction method based on fence cultivation facility |
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| CN111503221B true CN111503221B (en) | 2022-02-22 |
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| AU2014202968B2 (en) * | 2013-05-31 | 2018-08-09 | Craig Justin Moss | Barrier |
| CN103329834B (en) * | 2013-07-24 | 2015-10-28 | 广西大学 | Be suitable for the barrier net that the large water surface fence of reservoir is breeded fish |
| CN103444607B (en) * | 2013-09-10 | 2016-09-14 | 广西大学 | Steel wire light transmission film living through winter for tilapia booth method of construction |
| CN207776570U (en) * | 2017-12-15 | 2018-08-28 | 瓜州县瓜州供销合作社 | A kind of ecological agriculture protection network |
| CN208317936U (en) * | 2018-02-09 | 2019-01-04 | 中国水产科学研究院东海水产研究所 | A kind of fence mesh stake net connector |
| CN208300767U (en) * | 2018-03-16 | 2019-01-01 | 中国水产科学研究院东海水产研究所 | Enclosure culture, net enclosure culture live fish delivery device |
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