CN115067252A - Net cage system - Google Patents

Net cage system Download PDF

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Publication number
CN115067252A
CN115067252A CN202210563371.5A CN202210563371A CN115067252A CN 115067252 A CN115067252 A CN 115067252A CN 202210563371 A CN202210563371 A CN 202210563371A CN 115067252 A CN115067252 A CN 115067252A
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CN
China
Prior art keywords
arch
main
cage system
net cage
horizontal
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Granted
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CN202210563371.5A
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Chinese (zh)
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CN115067252B (en
Inventor
韩乐敏
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Beijing Wanyuan Technology Co ltd
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Beijing Wanyuan Technology Co ltd
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Priority to CN202210563371.5A priority Critical patent/CN115067252B/en
Publication of CN115067252A publication Critical patent/CN115067252A/en
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    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01KANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
    • A01K61/00Culture of aquatic animals
    • A01K61/60Floating cultivation devices, e.g. rafts or floating fish-farms
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01KANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
    • A01K61/00Culture of aquatic animals
    • A01K61/60Floating cultivation devices, e.g. rafts or floating fish-farms
    • A01K61/65Connecting or mooring devices therefor
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

Abstract

The invention provides a net cage system, which comprises a main pressure arch component, a horizontal arch, a base component and a guy cable component, wherein the main pressure arch component comprises two main arches and two connecting parts, each main arch comprises an arch crown positioned at the top end and arch feet positioned at two ends, the two arch feet of each main arch and the two arch feet of the other main arch are respectively connected with the two connecting parts, the two main arches respectively incline to two sides of an axis by taking a connecting line between the two connecting parts as the axis, the horizontal arch is positioned at the position close to the middle of the net cage system, the horizontal arch is connected with the two main arches, the base component is positioned at the bottom of the net cage system, the two main arches are fixedly connected with the base component through the connecting parts, and the guy cable component is respectively connected with the arch crowns, the main arches and the horizontal arch, the horizontal arch and the base component. The invention has the advantages that: under the symmetrical and asymmetrical loads, the efficiency of the arch structure can be effectively maintained, and the steel consumption is greatly reduced; the rigidity and the strength of the chassis are improved.

Description

Net cage system
Technical Field
The invention relates to the field of ocean engineering structures, in particular to a net cage system.
Background
The open sea net cage is a mariculture mode with higher technological content at present. The open sea net cage has the characteristics of strong wind and wave resistance, capability of culturing marine products in a semi-open sea area and the like, so that compared with the traditional small net cage, the open sea net cage has the advantages of high intensification degree and high culture density, the food sources of fish cultured in the net cage are more abundant, the fish grows at a high speed, the meat quality is good, and the quality is natural. Meanwhile, the seawater has a certain flow velocity, and the excrement of the fishes and the marine products can be quickly taken away by the seawater, so that compared with the traditional net cage, the open sea net cage has fewer diseases in cultivation. The advantages make the quality of the aquaculture products of the open sea net cage superior and the economic benefit of aquaculture obvious.
In deep sea areas, the stormy waves are generally large, and the influence of the stormy waves on cage culture in open sea is particularly obvious. To ensure the safety of the cultured marine products, the open sea cages must have reliable wind and wave resistance. The wind and wave resistance of the net cage can be influenced by the box body structure and the base component of the net cage to a great extent.
The existing open sea large-scale seat bottom net cage generally adopts a portal steel frame structure, and simultaneously adopts an independent hollow steel mat as a base. Such cages have the following drawbacks: 1. the portal frame structure bears load through bending of the beam column section, and if a large-span portal frame is used, a beam column with a large section needs to be used, so that the steel consumption is increased; 2. the steel beam-pillar-caisson-periphery anti-collision system which is completely made of a steel frame structure has huge steel consumption and high cost; 3. a pure steel component is used as a force bearing system, and the pure steel component is welded by a welding process which has complex requirements on the connection strength and the metal fatigue property; 4. when the net cage is assembled, a large amount of welding work is needed, the complicated welding process and a large amount of checking work cause long occupied field, the requirement of high-grade welders is high, and the installation cost is high; 5. the independent hollow steel mat is used as a base, so that the edge of the base is easily eroded by water flow, and meanwhile, the natural removal of dirt under the net cage by the bottom flow is prevented; 6. because water is injected into the sinking pad to sink, the inside and the outside of the steel structure of the sinking pad need to be subjected to anticorrosive treatment, and the usage amount of the anticorrosive paint is increased; 7. the whole gravity center of the net cage system with the portal steel frame structure is higher, so that the in-place stability of the net cage system is poor.
In view of the foregoing, there is a need in the art to provide a cage system that overcomes the deficiencies of the prior art.
Disclosure of Invention
The invention provides a net cage system which can solve the problems in the prior art. The purpose of the invention is realized by the following technical scheme.
One embodiment of the present invention provides a net cage system, comprising a main pressure arch assembly, a horizontal arch, the main pressure arch component comprises two main arches and two connecting parts, each main arch comprises an arch crown positioned at the top end and arch feet positioned at two ends, the two arch feet of each main arch and the two arch feet of the other main arch are respectively connected with the two connecting parts, the two main arches are respectively inclined towards two sides of an axis by taking a connecting line between the two connecting parts as the axis, the two main arches are symmetrically arranged, each horizontal arch is annular, the horizontal arch is horizontally arranged and positioned at the position close to the middle part of the net cage system, the horizontal arch is connected with the two main arches, the base component is annular and is positioned at the bottom of the net cage system, the two main arches are fixedly connected with the base component through the connecting parts, the cable component is respectively connected with the arch crowns of the two main arches, the main arches and the horizontal arch, and the horizontal arch and the base component.
In accordance with one embodiment of the present invention, a net cage system is provided wherein the horizontal arch is located above the sea surface and the base assembly is located below the sea surface and in contact with the seabed.
In accordance with one embodiment of the present invention, a net cage system is provided wherein the main arch inclination forms an angle a with the horizontal base assembly and 50 ° < a <60 °.
According to the net cage system provided by the embodiment of the invention, the main pressure arch assembly further comprises two groups of truss components, each truss component comprises an upright column and two groups of upper edge rods, the lower part of each upright column is connected with the base assembly through a connecting part, the upper part of each upright column is connected with the horizontal arch, the two groups of upper edge rods are positioned below the horizontal arch, the two groups of upper edge rods are symmetrically arranged on two sides of each upright column, one ends of the two groups of upper edge rods are respectively connected with the upright columns, the other ends of the two groups of upper edge rods are respectively connected with different main arches, a triangular structure is formed among the upright columns, the upper edge rods and the main arches, and the truss components are used for connecting, fixing and manufacturing the main arches.
According to the net cage system provided by the above embodiment of the invention, the truss member further comprises two sets of diagonal web members and two sets of lower edge members, the two sets of lower edge members are horizontally arranged above and fixedly connected with the base assembly, first ends of the two sets of lower edge members are respectively connected with the connecting portion, the two sets of lower edge members respectively extend towards two sides along the top of the base assembly with the connecting portion as the center, one ends of the two sets of diagonal web members are respectively connected with different main arches, the other ends of the two sets of diagonal web members are respectively connected with second ends of the two sets of lower edge members, the two diagonal web members and the two upper edge members are respectively connected with the main arches at two sides of the same position of the two main arches, and a triangular structure is formed among the main arches, the diagonal web members and the lower edge members.
According to the net cage system provided by the embodiment of the invention, the base assembly comprises a ring beam and a plurality of sinking pads, the ring beam is in a ring shape, the main pressure arch assembly is connected with the ring beam through the connecting part, the sinking pads are arranged below the ring beam, and two sinking pads in the sinking pads are respectively arranged below the fixed connection parts of the connecting parts and the ring beam.
According to the net cage system provided by the above-mentioned one embodiment of the present invention, the number of the mat is not less than 4.
The net cage system according to the above-mentioned one embodiment of the present invention, wherein the horizontal arch includes a first horizontal arch and a second horizontal arch, the first horizontal arch being located outside the horizontal arch, the second horizontal arch being located inside the horizontal arch, and the first horizontal arch and the second horizontal arch being connected.
According to the net cage system provided by the embodiment of the invention, the inhaul cable assembly comprises a horizontal inhaul cable part, two groups of first inhaul cable nets and two groups of second inhaul cable nets, two ends of the horizontal inhaul cable part are fixedly connected with the arch tops of the two main arches respectively, the two groups of first inhaul cable nets are arranged below the arch tops of the two main arches respectively and between the horizontal arches and are connected with the main arches and the horizontal arch respectively, and the two groups of second inhaul cable nets are arranged between the horizontal arch below the arch tops of the two main arches respectively and the base assembly and are connected with the horizontal arch and the base assembly.
According to the net cage system provided by the embodiment of the invention, the net cage system further comprises at least one boarding assembly and at least one platform, the boarding assembly is arranged on the outer side of the truss part between the two main arches, the boarding assembly is connected with the main arches and the truss part through the connecting frames, the platform is positioned above the boarding assembly and is connected with the horizontal arch, the bottom of the platform is connected with the top end of the upright post, the platform is positioned above the sea surface, the boarding assembly is at least partially positioned above the sea surface, the bottom of the boarding assembly is immersed below the sea surface or close to the sea surface, the boarding assembly is used for docking of a ship, workers work on the platform, and the workers move between the ship and the platform through the boarding assembly.
According to the net cage system provided by the embodiment of the invention, the net cage system further comprises a net, the net is in a cylindrical bag shape, the edge of the net is connected with the horizontal arch to form a bag opening, the lower part of the net is connected with the base component, and the lower part of the net is sunk into water to form a bag-shaped structure.
According to the net cage system provided by the embodiment of the invention, the two main arches and the horizontal arch are fixedly connected through the horizontal hinge.
According to the present invention, there is provided the net cage system as set forth in the above one embodiment, wherein the horizontal arches are connected to the main arches by the first nets.
According to the present invention, there is provided the net cage system as set forth in the above one embodiment, wherein the main arches are made of steel material.
According to the net cage system provided by the above embodiment of the present invention, the horizontal arch is made of steel material.
According to the net cage system provided by the above embodiment of the present invention, the ring beam is a hollow concrete structure.
In accordance with one embodiment of the present invention, there is provided a cage system wherein the mat is a concrete framed shear wall structure forming passages through the mat through which water can pass.
According to the net cage system provided by the above embodiment of the invention, the mat includes a base, a mud-proof mat and a support structure, the base, the mud-proof mat and the support structure are all made of concrete, the base is located below the mud-proof mat and connected with the mud-proof mat, the mud-proof mat is located below the support structure and connected with the support structure, the mud-proof mat and the support structure form a plurality of channels along the radial direction of the ring beam, the plurality of channels are isolated from each other and are parallel to each other, and water can flow through the channels.
According to one embodiment of the present invention, a net cage system is provided, in which an anticorrosive additive and a permeable additive are added to concrete.
According to one embodiment of the present invention, there is provided the net cage system, wherein the permeable additive is a cement-based permeable crystalline waterproof material.
According to the net cage system provided by the embodiment of the invention, the net cage system further comprises an anti-collision component, the anti-collision component is arranged on the outer side of the net cage system and is hinged with the main arch, and the anti-collision component is used for preventing or reducing the net cage system and the ship from being damaged when the ship collides with the net cage system.
According to one embodiment of the present invention, there is provided a net cage system, wherein the bumper assembly includes a bumper truss and a hollow fender, the bumper truss is hinged to the main arch, and the hollow fender is installed outside the bumper truss.
According to the invention, the net cage system is provided according to the above embodiment, wherein the upright is a hollow structure, and the space in the upright is used for storing articles and/or installing equipment required by the net cage in use or assembly. The net cage system according to the embodiment of the invention has the advantages that: the portal frame structure is not used, but an arch-supporting arch structure is adopted, so that the main stress member works in a basically pure-pressure state, and the arch structure is kept stable through a vertical prestressed cable net; the arched structure has better bearing efficiency under the condition of bearing symmetrical or asymmetrical load, and the using amount of steel is greatly reduced compared with that of a door type frame structure; the rigidity and the strength of the chassis of the net cage system are greatly improved by the base component made of the concrete material; the arch structure does not need to use large-section steel as a measure, so that the center of gravity of the net cage system is moved downwards, and the in-place stability is improved; the sinking pad adopts a frame design, thus avoiding seabed erosion on the edge of the base caused by water flow, increasing the water permeability of the base assembly and being beneficial to water flow to wash pollutants (fish feces and residual feed) at the bottom of the net cage; the base component made of concrete material is adopted, so that the problems of metal fatigue and corrosion are avoided, the corrosion-resistant anode and coating are saved, and the manufacturing cost is reduced; the use of steel frames, steel beams and steel components is reduced, the welding workload for installing the net cage system is greatly reduced while the steel consumption is saved, the installation of the net cage system is more convenient, the installation cost is reduced, and the installation time is shortened.
Drawings
Other features, objects and advantages of the present application will become more apparent from the following detailed description of non-limiting embodiments thereof, which proceeds with reference to the accompanying drawings.
Fig. 1 shows a schematic view of a net cage system according to one embodiment of the present invention.
Fig. 2 illustrates a side view of the cage system shown in fig. 1 according to one embodiment of the present invention.
Fig. 3 illustrates a schematic view of the main pressure arch assembly and base assembly of the net cage system shown in fig. 1, according to one embodiment of the present invention.
Fig. 4 shows a schematic view of the boarding assembly of the cage system according to one embodiment of the invention as shown in fig. 1.
Fig. 5 shows a top view of the horizontal arch of the net cage system according to one embodiment of the invention as shown in fig. 1.
Fig. 6 illustrates a schematic view of a base assembly of the cage system according to one embodiment of the invention, as shown in fig. 1.
Fig. 7 shows a schematic view of a mat of the net cage system according to one embodiment of the present invention as shown in fig. 1.
Reference numbers and part names: 1-main pressure arch component, 2-horizontal arch, 3-base component, 4-guy cable component, 5-boarding component, 6-platform, 7-anti-collision component, 10-main arch, 11-truss component, 12-connecting component, 13-horizontal hinge, 21-first horizontal arch, 22-second horizontal arch, 30-ring beam, 31-sinking pad, 32-connecting component, 40-horizontal guy cable component, 41-first cable net, 42-second cable net, 51-connecting frame, 71-anti-collision truss, 72-hollow fender, 100-vault, 101-arch foot, 110-upright post, 111-upper edge rod, 112-diagonal web rod, 113-lower edge rod, 301-embedded steel plate, 302-dowel bar, 310-channel, 311-base, 312-mud guard, 313-support structure.
Detailed Description
The following description of the embodiments of the present application with reference to the drawings and examples will make it clear that those skilled in the art can fully understand the technical solutions, technical problems to be solved, and technical effects produced by the solutions described in the present application through the contents described in the present specification. It is to be understood that the specific embodiments described herein are merely illustrative of the application and are not limiting of the application. In addition, for convenience of description, only portions related to the present application are shown in the drawings.
It should be noted that the structures, ratios, sizes, and the like shown in the drawings are only used for matching with the contents described in the specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions that the present application can be implemented, so that the present application has no technical essence, and any structural modification, ratio relationship change or size adjustment should fall within the scope covered by the technical contents disclosed in the present application without affecting the efficacy and the achievable purpose of the present application.
Reference to words such as "first," "second," "the," and the like do not denote a limitation of quantity, and may refer to the singular or the plural. The terms "comprises," "comprising," "has," "having," and any variations thereof, as referred to herein, are intended to cover a non-exclusive inclusion; for example, a process, method, system, article, or apparatus that comprises a list of steps or modules is not limited to only those steps or elements but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus. Reference to "connected," "coupled," and the like in this application is not intended to be limited to physical or mechanical connections, but may also include direct or indirect electrical connections.
Fig. 1 shows a schematic view of a net cage system according to an embodiment of the present invention. Fig. 2 illustrates a side view of the cage system shown in fig. 1 according to one embodiment of the present invention. Fig. 3 illustrates a schematic view of the main pressure arch assembly and the base assembly of the cage system, as shown in fig. 1, in accordance with one embodiment of the present invention. Fig. 4 shows a schematic view of the boarding assembly of the cage system according to one embodiment of the invention as shown in fig. 1. As shown in fig. 1 to 4, the net cage system includes a main pressure arch assembly 1, a horizontal arch 2, a base assembly 3 and a guy cable assembly 4, the main pressure arch assembly 1 includes two main arches 10 and two connecting portions 12, the main arch 10 includes an arch crown 100 at the top end and arch feet 101 at both ends, the two arch feet 101 of each main arch 10 and the two arch feet 101 of the other main arch 10 are respectively connected with the two connecting portions 12, the two main arches 10 are respectively inclined to both sides of the axis with a connecting line between the two connecting portions 12 as the axis, the two main arches 10 are symmetrically arranged, the horizontal arch 2 is annular, the horizontal arch 2 is horizontally arranged and located at an upper position in the middle of the net cage system, the horizontal arch 2 is connected with the two main arches 10, the base assembly 3 is annular, the base assembly 3 is located at the bottom of the net cage system, the two main arches 10 are fixedly connected with the base assembly 3 through the connecting portions 12, the guy cable assembly 4 is respectively connected with the arch crowns 100 of the two main arches 10, a main arch 10 and a horizontal arch 2, and a horizontal arch 2 and a base assembly 3.
According to the present invention, a net cage system is provided, wherein the net cage system has a cylindrical shape, and the diameter of the horizontal arch 2 is substantially identical to the diameter of the base assembly 3.
The net cage system according to the above-mentioned one embodiment of the present invention is provided, wherein the main arch 10 further includes a arch body, the arch feet 101 are provided at both ends of the arch body, the arch top is provided at the top of the arch body, and the arch body connects the arch top and the two arch feet 101.
The net cage system according to the above-described one embodiment of the present invention is provided in which the horizontal arch 2 is located above the sea surface and the base assembly 3 is located below the sea surface and in contact with the seabed.
According to the net cage system provided by the embodiment of the invention, the whole height of the net cage system is 54-59 meters, the diameter of the net cage system is 70-78 meters, the net cage system is suitable for the sea area with the water depth of 30-35 meters, and the volume of aquaculture water is 60000-80000 cubic meters.
The net cage system according to the above-described one embodiment of the present invention is provided, in which the main arches 10 are inclined at an angle a of 50 ° < a <60 ° with respect to the horizontal base assembly 3.
The net cage system according to the above embodiment of the present invention is provided, wherein the main pressure arch assembly 1 further includes two sets of truss members 11, the truss members 11 include vertical columns 110 and two sets of upper edge rods 111, lower portions of the vertical columns 110 are connected to the base assembly 3 through the connection portions 12, upper portions of the vertical columns 110 are connected to the horizontal arch 2, the two sets of upper edge rods 111 are located below the horizontal arch 2 and the two sets of upper edge rods 111 are symmetrically disposed at both sides of the vertical columns 110, one ends of the two sets of upper edge rods 111 are respectively connected to the vertical columns 110, the other ends of the two sets of upper edge rods 111 are respectively connected to different main arches 10, a triangular structure is formed among the vertical columns 110, the upper edge rods 111 and the main arches 10, and the truss members 11 are used for connecting, fixing and supporting the main arches 10.
According to the net cage system provided by the above embodiment of the present invention, the truss member 11 further includes two sets of diagonal web members 112 and two sets of lower edge members 113, the two sets of lower edge members 113 are horizontally disposed above the base assembly 3 and fixedly connected to the base assembly 3, first ends of the two sets of lower edge members 113 are respectively connected to the connecting portion 12, the two sets of lower edge members 113 extend to both sides along the top of the base assembly 3 with the connecting portion 12 as a center, one end 3 of each of the two sets of diagonal web members 112 is respectively connected to a different main arch 10, the other ends of the two sets of diagonal web members 112 are respectively connected to second ends of the two sets of lower edge members 113, the two diagonal web members 112 and the two upper edge members 111 are respectively connected to the main arch 10 at both sides of the same position of the two main arches 10, and a triangular structure is formed between the main arch 10, the diagonal web members 112 and the lower edge members 113.
The net cage system according to the above-mentioned one embodiment of the present invention is provided, wherein the vertical columns 110 are hollow structures, and the space inside the vertical columns 110 is used for storing, for example: tools or materials, etc. commonly used by storage workers when using the net cages, and/or equipment required for installing the net cages in use or assembly, such as: and a circuit, a waterway device and the like are arranged in the upright post.
The net cage system according to the above-mentioned one embodiment of the present invention is provided, wherein the cable assembly 4 includes a horizontal cable member 40, two sets of first cables 41 and two sets of second cables 42, both ends of the horizontal cable member 40 are fixedly connected to the arches 100 of the two main arches 10 through connecting members, respectively, the two sets of first cables 41 are disposed below the arches 100 of the two main arches 10 and between the horizontal arches 2 and connect the main arches 10 and the horizontal arch 2 through connecting members, respectively, and the two sets of second cables 42 are disposed between the horizontal arch 2 below the arches 100 of the two main arches 10 and the base assembly 3 and connect the horizontal arch 2 and the base assembly 3 through connecting members, respectively. The connecting members for connecting the horizontal cable members 40, the two sets of first nets 41, and the two sets of second nets 42 are not shown in fig. 3. The attachment means includes, but is not limited to, hooks.
The net cage system provided according to the above-mentioned one embodiment of the present invention further includes at least one boarding assembly 5 and at least one platform 6, the boarding assembly 5 is disposed outside the truss member 11 between the two main arches 10, the boarding assembly 5 is connected to the main arches 10 and the truss member 11 by the connection frame 51, the platform 6 is located above the boarding assembly 5 and connected to the horizontal arch 2, the bottom of the platform 6 is connected to the top end of the upright 110, the platform 6 is located above the sea surface, the boarding assembly 5 is located at least partially above the sea surface, the bottom of the boarding assembly 5 is submerged below the sea surface or close to the sea surface, preferably, the bottom of the boarding assembly 5 is level with the lowest sea Level (LAT) of the installation site of the net cage system, the boarding assembly 5 is used for docking of a ship, a worker works on the platform 6, and the worker moves between the ship and the platform 6 through the boarding assembly 5.
The net cage system according to the above-mentioned one embodiment of the present invention further includes a net having a bag shape, an edge of the net is connected to the horizontal arch 2 to form a bag opening, a lower portion of the net is connected to the base assembly 3 by a fixing member 32, and the lower portion of the net is submerged to form a bag-like structure. The fasteners 32 include, but are not limited to, hooks, snaps.
According to the present invention, the net cage system is provided in which the two main arches 10 and the horizontal arch 2 are fixedly connected by the horizontal hinge 13.
The net cage system according to the above-described one embodiment of the present invention is provided in which the horizontal arches 2 are connected to the main arch 10 by the first nets 41. The main arch 10 and the horizontal arch 2 are flexibly connected through the first cable net 41, and the flexible connection can maximize the structural effect of the cable net and further reduce the asymmetric concentrated load from the horizontal arch and acting on the main arch.
According to the present invention, the net cage system is provided in which the main arch 10 is made of steel material.
According to the present invention, there is provided the net cage system according to the above-described one embodiment, wherein the horizontal arch 2 is made of a steel material.
According to the net cage system provided by the embodiment of the invention, the net cage system further comprises an anti-collision assembly 7, the anti-collision assembly 7 is arranged on the outer side of the net cage system, the anti-collision assembly 7 is hinged with the main arch 10, and the anti-collision assembly 7 is used for preventing or reducing the damage to the net cage system and the ship when the ship collides with the net cage system.
The net cage system according to the above-described one embodiment of the present invention provides a net cage system in which the impact module 7 includes the impact truss 71 and the hollow impact pad 72, the impact truss 71 is hinged to the main arch, and the hollow impact pad 72 is installed outside the impact truss 71.
Fig. 5 shows a top view of the horizontal arch of the net cage system according to one embodiment of the invention as shown in fig. 1. As shown in fig. 5, the horizontal arch 2 includes a first horizontal arch 21 and a second horizontal arch 22, the first horizontal arch 21 being located at an outer side of the horizontal arch 2, the second horizontal arch 22 being located at an inner side of the horizontal arch 2, the first horizontal arch 21 and the second horizontal arch 22 being connected.
Fig. 6 illustrates a schematic view of a base assembly of the cage system according to one embodiment of the invention, as shown in fig. 1. Fig. 7 illustrates a schematic view of a mat of the net cage system according to one embodiment of the present invention as shown in fig. 1. As shown in fig. 6 to 7, the base assembly 3 includes a ring beam 30 and a plurality of pads 31, the ring beam 30 is circular, the main pressure arch assembly 1 is connected to the ring beam 30 through the connecting portion 12, the plurality of pads 31 are disposed below the ring beam 30, and two pads 31 of the plurality of pads 31 are disposed below the fixed connection portions of the two connecting portions 12 and the ring beam 30, respectively. The ring beam 30 further includes attachment members 32 disposed on the upper surface for attaching the second cable net 42, the attachment members 32 being spaced apart, the attachment members 32 including, but not limited to, attachment hooks (not shown in fig. 6).
According to the net cage system provided by the above embodiment of the present invention, the number of the mat is not less than 4, preferably 6.
The net cage system according to the above-described one embodiment of the present invention is provided, wherein the ring beam 30 is a hollow concrete structure.
The net cage system according to the above-mentioned one embodiment of the present invention is provided, wherein the mat 31 is a frame shear wall structure made of concrete, the frame shear wall structure forming a passage 310 through the mat 31, and water flow can pass through the mat 31 from the passage 310. The frame shear wall structure is also called a frame shear structure, and the frame shear wall structure is a bearing structure formed by arranging a certain number of shear walls in the frame structure.
The net cage system according to the above-mentioned one embodiment of the present invention is provided, wherein the mat 31 includes a base 311, a mud-proof mat 312, and a support structure 313, the base 311, the mud-proof mat 312, and the support structure 313 are all made of concrete, the base 311 is located below the mud-proof mat 312 and connected to the mud-proof mat 312, the mud-proof mat 312 is located below the support structure 313 and connected to the support structure 313, a plurality of channels 310 are formed between the mud-proof mat 312 and the support structure 313 along a radial direction of the ring beam 30, the plurality of channels 310 are isolated from each other and are parallel to each other, and water can flow through the channels 310.
According to the net cage system provided by the above embodiment of the present invention, the ring beam 30 includes a beam 300, an embedded steel plate 301 and a dowel bar 302, the embedded steel plate 301 is horizontally disposed and embedded on the upper surface of the beam, the dowel bar 302 is vertically disposed and the lower portion of the dowel bar 302 is embedded in the beam 300, the lower edge rod 113 is connected to the embedded steel plate 301 on the base component 3 through a connecting member, and the connecting member 12 is connected to the dowel bar 302 through a connecting member, which includes but is not limited to a steel bar, a screw, and a bolt.
According to one embodiment of the present invention, a net cage system is provided, in which an anticorrosive additive and a permeable additive are added to concrete. The permeable additive is used for preventing seawater from permeating into a concrete structure, and is a cement-based permeable crystalline waterproof material which can perform hydration reaction with seawater permeating from cracks to form crystals and further block the cracks to prevent seawater from further permeating under the condition that micro cracks exist on concrete.
The net cage system according to the embodiment of the invention has the advantages that: the portal frame structure is not used, but an arch-supporting arch structure is adopted, so that the main stress member works in a basically pure-pressure state, and the arch structure is kept stable through a vertical prestressed cable net; the arched structure has better bearing efficiency under the condition of bearing symmetrical or asymmetrical load, and the using amount of steel is greatly reduced compared with that of a door type frame structure; the rigidity and the strength of the chassis of the net cage system are greatly improved by the base component made of the concrete material; the arch structure does not need to use large-section steel as a measure, so that the center of gravity of the net cage system is moved downwards, and the in-place stability is improved; the sinking pad adopts a frame design, thus avoiding seabed erosion on the edge of the base caused by water flow, increasing the water permeability of the base assembly and being beneficial to water flow to wash pollutants (fish feces and residual feed) at the bottom of the net cage; the base component made of concrete material is adopted, so that the problems of metal fatigue and corrosion are avoided, the corrosion-resistant anode and coating are saved, and the manufacturing cost is reduced; the use of steel frames, steel beams and steel members is reduced, the steel consumption is saved, meanwhile, the welding workload for installing the net cage system is greatly reduced, the installation of the net cage system is more convenient, the installation cost is reduced, and the installation time is shortened.
While the present application has been described and illustrated with reference to particular embodiments thereof, such description and illustration are not intended to be construed in a limiting sense. It will be clearly understood by those skilled in the art that various changes may be made and equivalents may be substituted for elements thereof without departing from the scope of the present application as defined in the claims. There may be a difference between the technical reproduction in the present application and the actual device due to variables in the manufacturing process and the like. There may be other embodiments of the application that are not specifically illustrated. The specification and figures are to be regarded in an illustrative rather than a restrictive sense, and all such modifications are intended to be included within the scope of the appended claims. Although the methods disclosed herein have been described with reference to particular operations performed in a particular order, it should be understood that these operations may be recombined, sub-divided, or arranged to form an equivalent method without departing from the teachings of the present application. Accordingly, unless specifically indicated herein, the order and grouping of the operations is not a limitation of the present application.

Claims (23)

1. A net cage system is characterized in that the net cage system comprises a main pressure arch component and a horizontal arch, the main pressure arch component comprises two main arches and two connecting parts, each main arch comprises an arch crown positioned at the top end and arch feet positioned at two ends, the two arch feet of each main arch and the two arch feet of the other main arch are respectively connected with the two connecting parts, the two main arches are respectively inclined towards two sides of an axis by taking a connecting line between the two connecting parts as the axis, the two main arches are symmetrically arranged, each horizontal arch is annular, the horizontal arch is horizontally arranged and positioned at the position close to the middle part of the net cage system, the horizontal arch is connected with the two main arches, the base component is annular and is positioned at the bottom of the net cage system, the two main arches are fixedly connected with the base component through the connecting parts, the cable component is respectively connected with the arch crowns of the two main arches, the main arches and the horizontal arch, and the horizontal arch and the base component.
2. The net cage system of claim 1, wherein the horizontal arch is located above the sea surface and the base assembly is located below the sea surface and in contact with the seabed.
3. The net cage system according to claim 1, wherein the main arch slope forms an angle a with the horizontal base assembly of 50 ° < a <60 °.
4. The net cage system according to claim 1, wherein the main pressure arch assembly further comprises two sets of truss members, the truss members comprise vertical posts and two sets of upper edge rods, the lower portions of the vertical posts are connected with the base assembly through connecting portions, the upper portions of the vertical posts are connected with the horizontal arch, the two sets of upper edge rods are positioned below the horizontal arch and are symmetrically arranged on two sides of the vertical posts, one ends of the two sets of upper edge rods are respectively connected with the vertical posts, the other ends of the two sets of upper edge rods are respectively connected with different main arches, a triangular structure is formed among the vertical posts, the upper edge rods and the main arches, and the truss members are used for connecting, fixing and supporting the main arches.
5. The net cage system according to claim 4, wherein the truss member further comprises two sets of diagonal web members and two sets of lower edge members, the two sets of lower edge members are horizontally disposed above and fixedly connected to the base member, first ends of the two sets of lower edge members are respectively connected to the connecting portions, the two sets of lower edge members extend along the top of the base member toward both sides with the connecting portions as a center, one ends of the two sets of diagonal web members are respectively connected to different main arches, the other ends of the two sets of diagonal web members are respectively connected to second ends of the two sets of lower edge members, the two diagonal web members and the two upper edge members are respectively connected to the main arches at both sides of the same position of the two main arches, and a triangular structure is formed between the main arches, the diagonal web members and the lower edge members.
6. The net cage system of claim 1, wherein the base assembly includes a ring beam having a circular shape and a plurality of sinking pads, the main pressure arch assembly is connected to the ring beam through a connecting portion, the plurality of sinking pads are disposed below the ring beam, and two of the plurality of sinking pads are disposed below the fixed connection of the two connecting portions to the ring beam, respectively.
7. The net cage system of claim 6, wherein the number of the mat is not less than 4.
8. The net cage system of claim 1, wherein the horizontal arch includes a first horizontal arch and a second horizontal arch, the first horizontal arch being located outside the horizontal arch, the second horizontal arch being located inside the horizontal arch, the first horizontal arch and the second horizontal arch being connected.
9. The net cage system of claim 1, wherein the cable assembly includes a horizontal cable member having both ends fixedly connected to the arches of the two main arches, two sets of first cables respectively disposed below the arches of the two main arches and between the horizontal arches and connecting the main arches and the horizontal arch, and two sets of second cables respectively disposed below the arches of the two main arches and between the horizontal arches and the base assembly and connecting the horizontal arch and the base assembly.
10. The cage system of claim 4, further comprising at least one boarding assembly disposed outside the truss member between the two main arches, the boarding assembly being connected to the main arches and the truss member by the connecting brackets, and at least one platform located above the boarding assembly and connected to the horizontal arches, the bottom of the platform being connected to the top ends of the columns, the platform being located above the sea surface, the boarding assembly being located at least partially above the sea surface, the bottom of the boarding assembly being submerged below or near the sea surface, the boarding assembly being adapted to be docked with the vessel, the personnel being operated on the platform, the personnel being moved between the vessel and the platform by the boarding assembly.
11. The cage system of claim 1, further comprising a netting having a cylindrical bag shape, wherein edges of the netting are connected to the horizontal arches to form a bag opening, a lower portion of the netting is connected to the base assembly and a lower portion of the netting is submerged in the water to form a bag-like structure.
12. The cage system of claim 1, wherein the two main arches are fixedly connected to the horizontal arch by horizontal hinges.
13. The net cage system according to claim 9, wherein the horizontal arch is connected to the main arch by a first cable net.
14. The net cage system of claim 1, wherein the main arch is made of steel material.
15. The net cage system of claim 1, wherein the horizontal arch is made of steel material.
16. The net cage system of claim 6, wherein the ring beam is a hollow concrete structure.
17. The cage system of claim 6, wherein the mat is a concrete framed shear wall structure forming passages through the mat through which water can pass.
18. The cage system of claim 17, wherein the mat includes a base, a mud guard, and a support structure, the base, the mud guard, and the support structure are made of concrete, the base is located below the mud guard and connected to the mud guard, the mud guard is located below the support structure and connected to the support structure, the mud guard and the support structure form a plurality of channels along a radial direction of the ring beam, the plurality of channels are isolated from each other and parallel to each other, and water can flow through the channels.
19. A net cage system according to any one of claims 16-18, wherein corrosion inhibiting additives and penetrating additives are added to the concrete.
20. The net cage system of claim 19, wherein the osmotic additive is a cement-based osmotically crystalline water-resistant material.
21. The net cage system of claim 1, further comprising an anti-collision assembly disposed outside the net cage system, the anti-collision assembly being hinged to the main arch, the anti-collision assembly being configured to prevent or reduce damage to the net cage system and the vessel when the vessel collides with the net cage system.
22. The net cage system of claim 21, wherein the bumper assembly includes a bumper truss hingedly connected to the main arch and a hollow fender mounted to an outer side of the bumper truss.
23. The cage system of claim 4, wherein the columns are hollow structures, and the space within the columns is used for storage of items and/or for installation of equipment required for use or assembly of the cage.
CN202210563371.5A 2022-05-20 2022-05-20 Net cage system Active CN115067252B (en)

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CN113455435A (en) * 2021-06-23 2021-10-01 江苏科技大学 Variable-volume deep sea butterfly-shaped net cage and regulation and control method thereof
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