CN217706213U - Anti-tear net array of offshore floating body array - Google Patents

Abstract

The utility model relates to an anti-tear net battle array of marine body array, include: a plurality of ropes interconnected to form a net and extending above and/or below the array of offshore floats; and a plurality of connectors configured to connect the net formed by the plurality of ropes and the array of floating bodies. The utility model provides an anti-tear net battle array can link to each other with the body array through the connecting piece, and improvement body array's that can be great intensity and the ability of resisting external force impact are favorable to photovoltaic power plant's popularization and application.

Description

Anti-tear net array of offshore floating body array

Technical Field

The utility model relates to a marine photovoltaic field relates to an anti-tear net battle array of marine body array very much.

Background

Solar energy is a clean energy source. The direct conversion of solar energy into electrical energy by photovoltaic power stations is an efficient way of utilizing solar energy. Photovoltaic on water refers to the construction of photovoltaic power plants by using idle water surfaces. The overwater photovoltaic power station has the advantages of not occupying land resources, reducing water evaporation, avoiding algae growth and the like, and has wide development prospect.

A floating body array is adopted to bear a solar cell panel in a water photovoltaic power station. At present, the overwater photovoltaic power station is mostly constructed and implemented on the water surface of water in lakes, rivers and the like. Due to the complex offshore environment, the sea surface is in a severe fluctuation state due to the fact that large waves are generated frequently. Even on offshore sea surfaces, the floating bodies of the floating photovoltaic array are often damaged, thereby affecting the stability of the whole floating photovoltaic array. At present, can be used for the interior water surface of photovoltaic power plant construction on water to reduce gradually. The offshore photovoltaic power station is built by utilizing wide sea surfaces of offshore or even open sea, clean energy is provided, carbon emission is reduced, and boosting 'carbon peak reaching' and 'carbon balance' is an important future development direction in the field. Therefore, there is an urgent need for an above-water photovoltaic array that can withstand wind and waves.

SUMMERY OF THE UTILITY MODEL

To the technical problem who exists among the prior art, the utility model provides a marine body array's anti-tear net battle array, include: a plurality of ropes interconnected to form a net and extending above and/or below the array of offshore floats; and a plurality of connectors configured to connect the net formed by the plurality of ropes and the array of floating bodies.

The array of ripstop nets as described above, wherein the net formed by the plurality of ropes exceeds the extent of the array of floats.

The array of ripstop nets as described above, the at least partial mesh of the net formed by the plurality of ropes including a plurality of floats of the array of floats.

In the tear-resistant net array, at least a part of the net mesh formed by the plurality of ropes comprises a floating body or a part of the floating body.

The anti-tearing net array comprises a plurality of ropes, a plurality of floating bodies and a plurality of connecting pieces, wherein the plurality of ropes are connected with each other through the connecting pieces, and the net formed by the plurality of ropes and the floating body array are fixed with each other at a plurality of points or movably connected with the largest variable range at a plurality of points.

According to the anti-tearing net array, the length of the ropes between the adjacent connecting pieces is larger than the distance between the positions of the floating body array floating bodies and smaller than the length causing tearing of the floating body array floating bodies between the adjacent connecting pieces.

The array of ripstop nets as described above, the plurality of connectors raise or lower the net formed of the plurality of ropes away from the surface of the array of floating bodies.

The tearing-resistant net array as described above, further comprising: a plurality of securing devices configured to connect with the net formed by the plurality of ropes.

The ripstop net array as described above, the plurality of securing devices configured to be secured underwater and extend to the surface of the water, and interconnected with the net formed by the plurality of ropes by a plurality of ropes.

The ripstop net array as described above, at least a portion of the plurality of securing devices being anchoring devices of the array of buoyant bodies.

The utility model provides an anti-tear net battle array can link to each other with the body array through the connecting piece, and the intensity of improvement body array that can be great and the ability of resisting external force and assaulting are favorable to photovoltaic power plant's popularization and application.

Drawings

Preferred embodiments of the present invention will be described in further detail below with reference to the attached drawings, wherein:

1A-1C are schematic diagrams of a tear resistant array of floating marine floats according to one embodiment of the present application;

fig. 2A and 2B are schematic diagrams of a tear resistant array of floating marine floats according to another embodiment of the present application;

FIG. 3 is a schematic view of a tear resistant array of floating marine floats according to another embodiment of the present application;

FIG. 4 is a schematic view of a tear resistant array of floating marine floats according to another embodiment of the present application;

FIG. 5 is a flow chart illustrating the consolidation of an array of floating pontoons according to one embodiment of the present application;

FIGS. 6A and 6B are schematic views of a tear resistant array of floating pontoons at sea according to another embodiment of the present application;

FIG. 7 is a schematic view of a tear resistant array of floating pontoons at sea according to another embodiment of the present application;

FIG. 8 is a flow chart for the consolidation of an array of floating pontoons at sea according to one embodiment of the present application;

FIG. 9 is a schematic view of a connector according to one embodiment of the present application;

FIG. 10 is a schematic view of a connector according to one embodiment of the present application; and

FIG. 11 is a schematic view of a connector according to another embodiment of the present application.

Detailed Description

To make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the attached drawings in the embodiments of the present invention are combined to clearly and completely describe the technical solution in the embodiments of the present invention, and obviously, the described embodiments are part of the embodiments of the present invention, rather than all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

In the following detailed description, reference is made to the accompanying drawings that form a part hereof and in which is shown by way of illustration specific embodiments of the application. In the drawings, like numerals describe substantially similar components throughout the different views. Various specific embodiments of the present application are described in sufficient detail to enable those skilled in the art, having the benefit of this disclosure, to practice the subject application. It is to be understood that other embodiments may be utilized and structural and logical changes may be made to the embodiments of the present application.

Because modified HDPE material or other materials that the body used, the loading effect of stormy waves in extreme weather can not be resisted to its tensile strength, can lead to the material to surpass its performance limit, break off, can be destroyed between the body of the great floating photovoltaic array of stormy waves very likely, thereby can influence the stability of body array, and the body array breaks off the back and can tear the cable between the solar cell panel, lead to the electrical fire, damage photovoltaic power plant, when building photovoltaic power plant on the ocean, the stormy waves that photovoltaic power plant met and the grade of stormy waves increase more exponentially, consequently, need consolidate the destruction in order to resist the stormy waves to photovoltaic power plant. However, the existing wind wave resistant device is difficult to construct and has poor wind wave resistant effect.

To this, this application has provided a neotype body array, sets up anti-tear net array on the body array to link to each other between anti-tear net array and the body array, can increase the tensile strength of body itself, thereby great increase body array's tensile strength makes it can resist the destructive action of various loads to the body array, can avoid the body array to break off, makes the structure of body array more firm, can adapt to marine abominable natural environment better.

The technical solution of the present application is further explained by the following specific embodiments. It should be understood by those skilled in the art that the following descriptions are only provided for facilitating the understanding of the technical solutions of the present application, and should not be used to limit the scope of the present application.

Fig. 1A-1C are schematic views of a tear resistant array of floating offshore floats according to one embodiment of the present application. Fig. 1A is a plan view of the offshore floating type floating body array, fig. 1B is a side view of the offshore floating type floating body array, and fig. 1C is a partial schematic view of the offshore floating type floating body array.

As shown, the tear-resistant array of floating floats on the sea 100 (also referred to simply as "array of floating floats on the sea" or "array of floating floats on the sea") includes: a plurality of floats 110, a first rope 120, and a plurality of links 130. Wherein, a plurality of floating bodies 110 are connected with each other to form a floating type floating body array 10; the first line 120 may extend along at least one boundary of the buoyant body array 10; the plurality of connectors 130 may connect the first rope 120 with the plurality of floats 110 on the boundary of the float array 10 at a plurality of spaced points, so that the first rope and the float array may be fixed to form a whole, which may increase the strength of the float array, improve the stability of the float array, and may better resist the damage of wind and waves.

Referring to fig. 1C, in some embodiments, the length L1 of the first tether 120 between adjacent spaced points of the plurality of links 130 is greater than the distance D between the float array float positions and less than the length L2 that causes the float array float between adjacent spaced points to tear. For example: the distance D between the floating body array floating body positions between the adjacent spaced points can be 1.6m, the floating body is made of plastic materials and can be damaged after being stretched for a certain length under stress (for example, the length L2 of the floating body array floating body between the adjacent spaced points can be 1.7 m), and the length L1 of the first rope between the adjacent spaced points of the plurality of connecting points 130 can be 1.65m, so that the floating body array can be slightly loosened in a normal state, and the floating bodies of the floating body array between the adjacent spaced points can normally float; when the floating body arrays are in a special state (such as stormy waves), the floating bodies of the floating body arrays are stressed and stretched, the first ropes between the adjacent spaced points are also tensioned, so that the distance between the floating body arrays of the adjacent spaced points is limited within 1.65m, and the floating body arrays between the adjacent spaced points are prevented from being torn.

In some embodiments, the first rope 120 is located above the floating body array 10 (i.e., the side of the floating body array close to the water surface) and surrounds the periphery of the floating body array 10, so that the periphery of the floating body array can be reinforced, the strength of the floating body array can be increased, the stability of the floating body array can be improved, and the damage of wind waves can be better resisted. In some embodiments, first cord 120 comprises a plurality of the same or different rigging. In some embodiments, the rigging may be a metal wire (e.g., steel wire, iron wire, alloy wire, etc.), a metal rod (e.g., steel bar, iron pipe, etc.), or a rope of other material (e.g., nylon rope, synthetic fiber rope, plastic rope, etc.), and the first rope may be formed by combining a plurality of identical or different rigging to increase the strength, plasticity, toughness, etc. of the first rope, thereby increasing the strength of the floating body array against wind and waves.

In some embodiments, the floating pontoon array 100 further comprises a second rope 140 that extends through the array 10 in a lateral, longitudinal, or oblique direction and is positioned above the array, and a plurality of connectors 130 connect the second rope to a plurality of pontoons of the array at spaced points within the array 10, thereby forming a unitary structure with the array, increasing the strength of the array, increasing the stability of the array, and providing improved protection against wind and waves. In some embodiments, the second cord 140 may also include a plurality of the same or different rigging.

In some embodiments, the second plurality of cords are fixedly connected to each other such that the second plurality of cords are integral with each other. In some embodiments, the fixed connection point between the second ropes may be the same as the connection point of the plurality of connection members, that is, one connection member may be used to connect a plurality of different second ropes and fixedly connect the plurality of different second ropes to each other, which may improve the strength of the floating body array, reduce the use of the connection member, and reduce the construction cost of the floating body array. In some embodiments, the first rope and the second rope may also be fixedly connected, so that the first rope and the second rope may form an integral body to form a tear-proof net array, and the tear-proof net array may be fixed on the floating body array by using the connecting member, so as to reinforce the floating body array against damage of wind and waves. In some embodiments, the fixed attachment point between the first and second cords may likewise be the same as the attachment point of the connector.

Referring to fig. 1A, in some embodiments, the grid of the net array formed by the first ropes and the second ropes connected to each other includes a plurality of floating bodies 110, that is, the grid of the net array is large, and the arrangement of the anti-tearing net on the floating body array does not affect the subsequent installation of the solar panel on the floating body array. In some embodiments, the density of the second ropes may be higher, and the net-shaped grid formed by connecting the first ropes or the second ropes may also include a floating body or a part of the floating body, so long as the bracket for mounting the solar cell panel is not affected to extend, thereby increasing the strength of the net array, improving the strength and stability of the floating body array, and better resisting the damage of wind and waves.

In some embodiments, a plurality of connectors interconnect the first and second lines to form a ripstop network that is fixedly interconnected to the array of buoyant bodies 10 at a plurality of points. In some embodiments, a plurality of connectors may also connect the first rope and the second rope to form a tear-proof net array, and the tear-proof net array is movably connected with the floating body array 10 at a plurality of points, only it is required to ensure that the stress between the floating bodies cannot exceed the performance limit of the materials of the floating body array in a special state. That is to say, a plurality of connecting pieces can have the biggest variable range ground swing joint with anti-tear net battle array and body array in a plurality of points, and when the body array was in special condition, the swing joint can effectual buffering body array or the effort that anti-tear net battle array received, and can also guarantee the connection between connecting piece and body array and the anti-tear net battle array under the atress state.

Referring to fig. 1B, in some embodiments, the links may be disposed on the floats with the first and/or second lines spaced across the array of floats, which may facilitate control of the length of the lines between adjacent links. In some embodiments, a connector may also be provided on each float through which the first and/or second line passes the array of floats, thereby increasing the strength of the connection between the line and the array of floats and improving the stability of the array of floats. In some embodiments, the connecting piece can also be arranged on a plurality of floating bodies of which the first ropes and/or the second ropes are spaced from each other through the floating body array, so that the use of the connecting piece can be reduced, and the construction cost of the photovoltaic power station is reduced. In some embodiments, the connection piece can also lift the anti-tear net array formed by connecting the first rope and/or the second rope with each other, so that the anti-tear net array can be separated from the surface of the floating body array, and the rope can be prevented from wearing the floating bodies of the floating body array during the floating process of the floating body array, so that the service life of the floating body array is influenced.

In some embodiments, the array of floating floats 100 may further include a plurality of anchoring devices 150 disposed about the perimeter of the array of floats 10, which may be used to anchor the array of floats to prevent wind and waves from blowing the array of floats away. In some embodiments, at least a portion of the anchoring device may also be coupled to the first cable 120 or the connecting member 130, such that forces experienced by the tear-resistant matrix may be transferred to the anchoring device. In some embodiments, anchoring device 150 may include an anchor block 151 and an anchor line 152. Wherein anchor blocks 151 are positioned at the bottom of the water and anchor blocks 151 are connected to the array 10 of floats or first lines 120 or connecting members 130 by anchor lines 152.

In some embodiments, the first cord and the second cord may have other arrangements, as will be described in more detail below.

Fig. 2A and 2B are schematic views of a tear-resistant array of floating marine floats according to another embodiment of the present application. Fig. 2A is a top view of the offshore floating type floating body array, and fig. 2B is a side view of the offshore floating type floating body array.

As shown, the tear resistant, floating offshore float array 200 comprises: a plurality of floats 210, a first rope 220, a plurality of links 230, and a second rope 240. Wherein the plurality of floating bodies 210 are connected to each other to form a floating type floating body array 20; the first line 220 and the second line 240 may be connected to the array of floats 20 at a plurality of spaced points using a plurality of connectors 230, which may increase the strength of the array of floats, improve the stability of the array of floats, and may better withstand the damage of wind and waves.

In some embodiments, the first rope 220 surrounds the perimeter of the array 20, thereby reinforcing the perimeter of the array, increasing the strength of the array, increasing the stability of the array, and better resisting the damage of wind and waves. In some embodiments, the second tethers 240 do not extend through the floating body array 20 in a lateral, longitudinal, or oblique direction, such that one or more gaps 201 may be formed in the floating body array where no second tethers 240 are disposed, a path may be formed to facilitate personnel walking over the floating body array, and post-maintenance of the photovoltaic power plant may be facilitated. The other parts of the offshore floating body array are similar to the embodiment of fig. 1, and therefore, the description is omitted.

Fig. 3 is a schematic view of a tear resistant array of floating marine floats according to another embodiment of the present application.

As shown, the tear resistant, floating, offshore buoyant hull array 300 comprises: a plurality of floats 310, a first rope, a plurality of connectors 330, and a second rope. Wherein a plurality of floating bodies 310 are connected to each other to form a floating type floating body array 30; the first rope and the second rope are connected with each other to form a tear-proof net array, and can be connected with the floating body array 30 at a plurality of spacing points by utilizing a plurality of connecting pieces 330, so that the strength of the floating body array can be increased, the stability of the floating body array is improved, and the damage of wind waves can be better resisted.

In some embodiments, the first rope and the second rope are arranged below the floating body array (i.e. the side of the floating body array close to the water surface), so that the subsequent construction of the surface of the floating body array is not influenced, the solar cell panel is not influenced or limited, and the walking or later maintenance of personnel on the surface of the floating body array is facilitated. The first rope surrounds the periphery of the floating body array 30, so that the periphery of the floating body array can be reinforced, the strength of the floating body array is improved, the stability of the floating body array is improved, and the damage of wind waves can be better resisted. The second rope runs through the array of floats 30 in a transverse, longitudinal, or oblique direction. The anti-tear net array that a plurality of connecting pieces can form first rope and second rope interconnect reduces to break away from the surface of body array, thereby can prevent that the body array from floating the in-process, the rope from wearing and tearing the body of body array, influencing the life of body array. The first rope, the second rope and the first rope and the second rope are connected to the floating body array by the connecting member, which is similar to the embodiment of fig. 1, and therefore are not described herein again.

Fig. 4 is a schematic view of a tear resistant array of floating pontoons at sea according to another embodiment of the present application.

As shown, the tear resistant, floating, offshore buoyant hull array 400 comprises: the plurality of floating bodies 410, the first ropes and the second ropes are connected to each other to form the tear-preventing nets 41 and 42 and the plurality of connecting members 430. Wherein a plurality of floating bodies 410 are connected to each other to form a floating type floating body array 40; the anti-tear net arrays 41 and 42 may be disposed above and below the floating body array, respectively; the anti-tear net arrays 41 and 42 can be connected with the floating body array at a plurality of spaced points by the connecting pieces 430, so that the anti-tear net arrays and the floating body array can be fixed, the strength of the floating body array can be increased, the stability of the floating body array is improved, and the damage of wind waves can be better resisted.

In some embodiments, the extent to which the first and second ropes are connected to each other to form the anti-tear nets 41 and 42 may exceed the extent of the floating body array 40, so that the floating body array 40 may be completely covered and the floating body array may be fully protected. In some embodiments, the anti-tear nets 41 and 42 may be connected to each other around the array of floating bodies, so that an anti-tear net similar to a "net bag" may be formed and the array of floating bodies may be wrapped.

In some embodiments, the floating buoy array 400 may further include a plurality of fixing devices 440, which may be disposed around the array, may be connected to the anti-tear net arrays 41 and 42, and may fix the anti-tear net arrays, so that the array may be fixed, thereby improving the stability of the array. In some embodiments, the fixing device can be fixed under the water surface and extend to the water surface, and the anti-tearing net array is connected with each other through the ropes, so that the fixed anti-tearing net array is pulled in the horizontal direction, the phenomenon that the net array edge and the floating body array are contacted and worn by the floating body array due to the fact that the anti-tearing net array is pulled obliquely is avoided, and even the edge of the floating body array is dragged to enter the water and influence a solar cell panel on the floating body array.

In some embodiments, the securing device may be a pile that may be secured to the water bottom and extend to the surface of the water, connected to the array of ripstop nets by a rope. In some embodiments, the fixing device 440 may include a fixing block 441, a floating unit 442, and a connection string 443. Wherein, the fixed block 441 is disposed at the water bottom, the floating unit 442 floats on the water surface, the connection rope 443 may connect the fixed block 441 with the floating unit 442, and may also connect the floating unit 442 with the anti-tear net array. In some embodiments, the anchoring device of the array of floating bodies may also be part of the fixation device. The other parts of the floating pontoon array 400 are similar to those of the embodiment of fig. 1, and thus are not described in detail here.

The application also provides a method for reinforcing the floating type floating body array on the sea. Fig. 5 is a flow chart of a consolidation process for an array of floating pontoons according to one embodiment of the present application.

As shown, in step 510, a plurality of lines are positioned below the array of floats near the surface of the water and/or above the array of floats far from the surface of the water. When the floating body array is built or partially built, a plurality of ropes can be prepared according to the size of the floating body array, and the ropes can be placed below the floating body array close to the water surface and/or above the floating body array far away from the water surface in advance. In some embodiments, the ropes may also be prepared or cut based on placing the ropes below the surface of the water and/or above the surface away from the surface of the water in the array of floats. Wherein the length of the rope between the rope and the adjacent fixed point of the floating body array is slightly longer than the length of the rope passing through the floating body. In some embodiments, the length of the tether between the tether and the adjacent attachment point of the array of floats is greater than the distance between the positions of the array of floats and less than the length that causes tearing of the array of floats between the adjacent links.

In step 520, a plurality of ropes may be interconnected to form a mesh array, and the mesh array is to cover at least the array of floating bodies or a portion thereof. The net array can reinforce the floating body array of the covered part, and the strength of the floating body array can be improved. In some embodiments, the interconnection between the plurality of cords may be achieved by knotting or welding. In some embodiments, interconnection between multiple cords may also be achieved by a connector. For example: two ropes are connected with the floating body array at a point and share a connecting piece at the same time, and then the two ropes can be connected with each other through the connecting piece.

In step 530, the net array formed by the plurality of ropes is connected to the floating body array using a plurality of connectors, and the net array covering the floating body array portion may be fixed to the floating body array. In some embodiments, a plurality of connectors may be provided at predetermined positions in advance, such as fixing the plurality of connectors in the array of floating bodies, and then connecting the ropes to the connectors after the plurality of connectors are provided. In some embodiments, the tether may be first threaded through a plurality of links secured in the array of floats and may be kept free to move between the tether and the plurality of links. Further, when the rope is set (i.e., the rope passes through all the passing connecting members), the connecting members and the rope passing therethrough are fixed to each other, and the fixed connection between the connecting members and the rope is completed, so that the rope can be connected to the array of floating bodies.

In some embodiments, the fixing between the connecting piece and the rope can be realized through the locking connecting piece, and the connecting piece and the rope can be conveniently detached, so that the recycling of parts is facilitated. In some embodiments, the pipe tongs can be used for clamping the connecting piece to fix the connecting piece and the rope, so that construction is facilitated, the construction progress is accelerated, and the connection between the connecting piece and the rope can be reinforced. In some embodiments, the tether may also be used to detach the tether from the surface of the array of floats.

In step 540, the net array formed by the ropes is connected with the anchoring devices by the ropes, so that the net array can be connected with the anchoring devices, and when the net array is stressed, the acting force can be transmitted to the anchoring devices through the ropes, so that the floating body array can be prevented from being damaged. In some embodiments, a plurality of fixing devices may be additionally arranged near the floating body array, and the net array formed by the additionally arranged fixing devices and the ropes and the original anchoring devices of the floating body array may be connected to fix the net array, so as to resist wind and waves. In some embodiments, the additionally arranged fixing device is fixed under water and extends to the water surface, which is beneficial to fixing and tensioning the net array in the horizontal direction, and can prevent the net array from influencing the floating body array at the edge part or being brought into the water, thereby influencing the photovoltaic array.

The marine floating type floating body array further improves the strength of the floating body array by increasing the anti-tearing net array on the floating body array, so that the damage of wind waves is resisted, which is equivalent to increasing the strength of the floating body array to realize the damage of resisting the wind waves, the application further provides that a blocking device is arranged on the periphery of the floating body array to resist the wind waves, and the technical scheme for protecting the floating body array or the photovoltaic power station is described in detail below.

Fig. 6A and 6B are schematic views of a tear resistant array of floating marine floats according to another embodiment of the present application.

As shown, the tear resistant, floating offshore float array 600 includes: a plurality of floats 610, a plurality of ripstop nets 61 formed by connecting a plurality of ropes to each other, and a plurality of connectors 630. Wherein a plurality of floats 610 are connected to each other to form a floating type float array 60; the anti-tearing net array 61 is arranged above the floating body array 60; a plurality of connecting pieces 630 can be connected anti-tear net matrix with a plurality of bodies 610 of body array 60 at a plurality of interval points to can fix anti-tear net matrix and body array, form a whole, increase the intensity of body array, improve the stability of body array, the destruction of resisting the stormy waves that can be better. The anti-tearing net array and the connection and arrangement manner between the anti-tearing net array and the floating body array may be similar to any one of the embodiments of fig. 1 to 4, and therefore, the details are not described herein.

In some embodiments, the floating pontoon array 600 may further include a shield 640, which may be disposed near the pontoon array 60 and may be able to withstand the impact of wind, waves, ice, etc. to effectively protect the pontoon array 60. In some embodiments, guard 640 includes one or more rows of anchor piles 641 and a plurality of blocker plates 642. Wherein one or more rows of anchor piles 641 are disposed out of at least one side of the buoyant body array 60; a plurality of baffles 642 are provided between adjacent anchor piles in the same row and may provide protection to the array of floating bodies 60. In some embodiments, the plurality of blocking plates can protrude towards the outer side of the floating body array, so that the blocking plates can be prevented from being deformed by impact, the service life of the blocking plates is prolonged, and the floating body array can be effectively protected.

In some embodiments, the circumference of the floating body array 60 includes one or more rows of anchor piles 641 surrounding the floating body array 60, each row of anchor piles 641 includes one or more crown beams 643, and the mutual connection of the respective crown beams 643 of each row of anchor piles 641 may form a closed frame structure surrounding the floating body array, so that the respective crown beams of each row of anchor piles may restrain the respective rows of a plurality of anchor piles, and the mutual connection of the respective crown beams 643 of each row of anchor piles 641 may restrain the crown beams, so that the frame structure becomes a whole, thereby reducing the structural internal force of the anchoring device, reducing the structural deformation, improving the strength of the anchor piles, improving the ability of the anchor piles to resist external force, and better resisting the impact of wind waves, floating ice and the like.

In some embodiments, the crown beams 643 of two adjacent rows of anchor piles may be fixed to each other by the gussets 644, the axial stiffness of the gussets may be used to form a constraint on the crown beams, the capability of the anchor piles to resist external force may be further improved, and the gussets may further reserve an operation space. In some embodiments, at least one of the crown beams is capable of resisting external forces directed toward the floating body array 60 by applying stress, that is, at least one of the crown beams may be pre-stressed to have a tendency to deform toward the outside of the floating body array 60, and when external forces directed toward the floating body array are applied temporarily, the pre-stressed to have a tendency to deform toward the outside of the floating body array 60 may resist the external forces, which may increase the resistance to the external forces.

In some embodiments, the pre-stressing may be by placing steel strands on the surface or within the crown beam, by tensioning the steel strands, may pre-stress the crown beam, and may also increase the strength of the crown beam. In some embodiments, the crown beam and/or the anchor pile may be a steel pipe concrete beam, and the steel strands may be disposed inside the steel pipe concrete beam, and the crown beam may be prestressed by tensioning the steel strands. In some embodiments, the steel strands may be disposed eccentrically inside the floating body array 60 with respect to the central axis of the crown beam, so as to facilitate the crown beam to bend and deform towards the outside of the floating body array 60 when the steel strands are tensioned, thereby reducing the structural internal force and structural deformation of the anchor pile caused by external impact. In some embodiments, the steel strands may extend from both ends of the crown beam, and may be one-end tensioned, one-end anchored, or both-end tensioned depending on the length of the crown beam.

In some embodiments, two adjacent rows of anchor piles on one side of the floating body array can be arranged in a staggered mode, so that the effect of eliminating wind and wave impact can be achieved to a certain extent, and the floating body array can be protected. In some embodiments, the distance between two adjacent rows of anchor piles on one side of the array of floats may be 1-3m.

In some embodiments, the protection device 640 may further include one or more connection frames 645, which may be disposed between and above the two adjacent rows of anchor piles, and a plurality of blocking plates may be mounted on the connection frames, and the connection frames 645 may connect the blocking plates and the anchor piles to protect the floating body array.

In some embodiments, the blocking plate is disposed on the connecting frame, a portion of which may be disposed below the water surface. In other words, a part of the blocking plate can extend into the water surface, which is beneficial to better blocking the impact of wind waves, floating ice and the like on the water surface. In some embodiments, the barrier plate may be disposed at a height of 1-3m above the water surface. In some embodiments, the height of the blocking plate above the water surface can be adjusted according to the wind and wave environment of different sea areas. For example: the height of the stop board with higher stormy waves arranged on the water surface is higher, and the height of the stop board with more calm stormy waves arranged on the water surface can be lower. In some embodiments, the barrier plate may be a metal plate, which may increase the strength of the shield and facilitate resistance to impacts external to the array of floating bodies. In some embodiments, the blocking plate may further include an ice breaking and breaking device (not shown) on the opposite side of the array of floating bodies 60, which may break up bulk objects such as floating ice and prevent the bulk objects from impacting the shielding device.

In some embodiments, when piling is performed on the sea or water surface to manufacture the shelter for the floating-on-sea buoyant hull array, there may be other factors (water depth, route, ecology, environment, etc.) that may cause the piling to be incomplete, and another shelter is proposed. As will be described in detail below.

Fig. 7 is a schematic view of a tear resistant array of floating marine floats according to another embodiment of the present application.

As shown, the tear resistant, floating offshore float array 700 comprises: a plurality of floating bodies 710, a plurality of ripstop nets 71 formed by connecting a plurality of ropes to each other, and a plurality of connecting members 730. Wherein a plurality of floating bodies 710 are connected to each other to form a floating type floating body array 70; the anti-tearing net array 71 is arranged above the floating body array 70; the anti-tear net array can be connected with the floating bodies 710 of the floating body array 70 at a plurality of spaced points by the connecting pieces 730, so that the anti-tear net array and the floating body array can be fixed to form a whole, the strength of the floating body array is increased, the stability of the floating body array is improved, and the damage of stormy waves can be better resisted. The anti-tearing net array and the connection and arrangement manner between the anti-tearing net array and the floating body array are similar to those of any one of the embodiments shown in fig. 1-4, and therefore, the detailed description is omitted here.

In some embodiments, the floating pontoon array 700 may further include a shield 740, which may be disposed near the pontoon array 70 and may protect the pontoon array 70 against wind, waves, ice, etc. In some embodiments, guard 740 may include: a plurality of buoyancy devices 741 and a plurality of securing devices 742. Here, the plurality of buoyancy devices 741 may float on the water surface and be disposed outside at least one side of the floating body array 70, and the plurality of fixing devices 742 may be disposed under the water outside the buoyancy devices 741, may be connected to the plurality of buoyancy devices by a plurality of ropes, and may fix the plurality of buoyancy devices. In some embodiments, a barrier rope or net 701 may also be included between the plurality of buoyancy devices, which may be used to protect the array of floats 70 from the blast or floating objects (ice floes or other bulk objects). In some embodiments the barrier lines or nets are at least partially below the surface of the water, i.e. they may extend from the pontoon to below the surface of the water, thereby effectively blocking floating objects.

In some embodiments, a plurality of buoyancy devices 741 may be connected in series in one or more rows and disposed around the array of floats 70, which may be shielded around the array of floats. In some embodiments, each row of buoyancy 741 may each include one or more crown beams 743, and the interconnection of the respective crown beams of each row of buoyancy may form a closed frame structure around the array of floats 70, increasing the buoyancy against external forces and better resisting wind and waves or the impact of floats.

In some embodiments, the crown beams 743 of two adjacent rows of buoyancy devices may be fixed to each other by the corner supports 744, the axial stiffness of the corner supports may be used to form constraints on the crown beams, the ability of the buoyancy devices to resist external forces may be further improved, and the corner supports may also reserve an operating space. In some embodiments, at least one of the crown beams may be stressed to resist external forces in a direction toward the array of floating bodies 70, that is, at least one of the crown beams may be pre-stressed to have a tendency to deform outward of the array of floating bodies 70, and when an external force in a direction toward the array of floating bodies is applied, the pre-stressed tendency to deform outward of the array of floating bodies 70 may resist it, which may increase the ability to resist the external force. In some embodiments, the manner in which crown beam 743 is pre-stressed is similar to the embodiment of FIG. 6, and therefore will not be described in detail herein.

In some embodiments, a buoyancy device may be interconnected to one or more securing devices via a tether, which may secure the buoyancy device. In some embodiments, at least some of the buoyancy means may also be connected to the anchoring means of the array of floats by a tether, so that the protection means may be connected to the array of floats as a unit and may be secured to each other, and the securing means may secure the array of floats by the protection means, i.e. corresponding to the anchoring means of the array of floats, or the anchoring means of the array of floats may be part of the securing means, which may be fixedly connected to the array of floats and/or the protection means. In some embodiments, at least some of the fastening devices can also be connected to the array of floats, so that the floats can be connected here jointly with the protective device, i.e. the fastening devices can also be anchoring devices or part of anchoring devices, which can be fixedly connected to the array of floats and/or the protective device.

In some embodiments, the distance between the plurality of buoyancy means is 0.5-2m. In some embodiments, the distance between the plurality of buoyancy devices may also be flexibly set according to the size of the buoyancy devices. In some embodiments, the surface of the buoyancy means at least on the side remote from the array of floats may comprise ice breaking means (not shown) which may break up floating objects and prevent them from impacting the shielding means.

The marine floating type floating body array with the tear resistance is characterized in that the tear-resistant marine floating body array is provided with a tear-resistant net array through the floating body array, the floating body array is fixedly connected with a plurality of anchoring devices all around, the strength of the floating body array is improved, the floating body array is provided with a protection device all around, the periphery of the floating body array can be protected, the floating body array can be protected in multiple ways, and wind waves or floaters are prevented from damaging the floating body array. The method for reinforcing the offshore floating body array for multiple protection will be further described below.

Fig. 8 is a flow chart for the consolidation of an array of floating pontoons at sea according to one embodiment of the present application.

As shown, in step 810, a plurality of anchoring devices are positioned adjacent to the array of buoyant bodies and coupled to the array of buoyant bodies; after the floating body array is built or when a part of the floating body array is built, a plurality of anchoring devices are arranged on the outer side of the floating body array, and the anchoring devices are connected with the part of the floating body array, so that the floating body array can be fixed. In some embodiments, the anchoring device is arranged around the floating body array, so that the floating body array can be stably fixed.

In step 820, a plurality of fenders are positioned adjacent the array of floats and at least a portion of the plurality of fenders are coupled to the plurality of anchors. In some embodiments, after the floating body array is fixed by the anchoring device, a plurality of protection devices can be arranged on the outer side of the floating body array, so that the floating body array can be protected. In some embodiments, a pre-protection device can be arranged according to the size or the range of the floating body array before the floating body array is built, so that the subsequent building of the floating body array can be facilitated, the protection device can reduce the influence of the water surface environment on the building of the floating body array, and the construction is facilitated.

In some embodiments, one or more rows of anchor piles may be constructed around the array of floating bodies, and a plurality of barrier plates may be provided between adjacent anchor piles, so that the array of floating bodies may be protected. In some embodiments, the blocking plate protrudes towards the outer side of the floating body array, so that the blocking plate can be prevented from being impacted and deformed by floating objects, the service life of the blocking plate can be prolonged, the impact of the floating objects can be buffered, and the blocking effect is improved. In some embodiments, a portion of the baffle is disposed below the water surface to facilitate enhanced protection. In some embodiments, one or more crown beams may be further disposed on each row of anchor piles, and the anchor piles in each row around the floating body array are connected to each other by the crown beams to form a closed frame structure around the floating body array, so that the protection device can be integrated, the strength of the whole protection device is improved, and the floating body array is protected.

In some embodiments, the surface of the anchor pile in contact with the crown beam may include one or more connectors (e.g., screws) by which it may be connected to the crown beam. For example: when the crown beam is a steel pipe concrete beam, the screw can be directly embedded into the crown beam to be connected with the crown beam; when the crown beam is a steel beam, the crown beam can be penetrated through the screw rod and connected with the crown beam by the nut. In some embodiments, the crown beams may also be pre-stressed to create a tendency for bending deformation out of the array of floats to facilitate resistance to impact by floats. In some embodiments, the surface of the blocking plate on the side far away from the floating body array can also comprise a breaking device which can break large floating objects, so that the protection device can be protected, and the large floating objects can be prevented from impacting and damaging the protection device, so that the stability of the floating body array is influenced. In some embodiments, the anchor piles may also be connected to the array of buoyant bodies or their anchoring devices, which may be secured.

In some embodiments, when the inconvenient construction anchor pile of surface of water environment, can also set up one row or multirow buoyant device around the body array to set up a plurality of fixing device at buoyant device's the outside bottom, utilize a plurality of ropes to link to each other a plurality of fixing device with buoyant device, can utilize buoyant device to replace the anchor pile to protect the body array, make marine floating body array application scope wider, be convenient for more construct. In some embodiments, a barrier rope or net is provided between adjacent buoyant apparatuses to block the passage of floating objects between adjacent buoyant apparatuses for protection of the array of floating bodies. In some embodiments, one or more crown beams can be further constructed on each row of buoyancy devices, and the row of buoyancy devices of the floating body array are connected with each other by the crown beams to form a closed frame structure surrounding the floating body array, so that the plurality of buoyancy devices can be integrated to be beneficial to protecting the floating body array. In some embodiments, the crown beams and their arrangement and connection are similar to those of anchor piles, and therefore are not described herein.

In some embodiments, the buoyancy device may be a buoyancy tank, a float, or the like. In some embodiments, the buoyancy device may be further connected to the array of buoyant bodies or their anchoring devices, so that the buoyancy device may be fixed by fixing devices in different directions, which is beneficial for the buoyancy device to better resist impact.

In step 830, a plurality of lines, a net of the plurality of lines covering at least a portion of the array of floats and connected to the array of floats, and a plurality of anchoring devices connected to the net of the plurality of lines are positioned adjacent to the array of floats. In some embodiments, before building the floating body array, when building the floating body array, after finishing building the floating body array or after finishing the protection device, a plurality of ropes are arranged above or below the floating body array according to the size or range of the floating body array, and the ropes can be connected with each other.

In some embodiments, a plurality of connectors may be secured to the array of floats at predetermined locations prior to deployment of the lines, and the array of floats may then be connected to a net formed by interconnecting a plurality of lines using the connectors. In some embodiments, the array of floats is connected to a net formed by a plurality of ropes interconnected by connectors, so that the ropes can first pass through the plurality of connectors fixed in the array of floats and the ropes and the plurality of connectors can be kept free to move. After the setting of the ropes is completed, the connecting members and the ropes passed therethrough are fixed to each other, thereby completing the connection between the connecting members and the ropes, and thus the ropes can also be connected to the array of floating bodies. In some embodiments, the fixation between the connector and the rope may be achieved by locking the connector or by clamping the connector with a pipe wrench.

The application further describes a connecting piece for connecting the anti-tearing net array and the floating body array. In some embodiments, the ripstop net array is formed by connecting a first rope and a second rope with each other, the first rope is disposed around the array of floats, and the second rope is disposed in the middle of the array of floats, whereby the connecting members connecting the first rope and the second rope may be different. The method comprises the following specific steps:

FIG. 9 is a schematic view of a connector according to one embodiment of the present application.

As shown, the connector 900 includes a first connection portion 910, a second connection portion 920, and a support portion 930. Wherein the first connection 910 may be used to connect to one or more floating bodies of the array of floating bodies; the second connection portion 920 may be used to connect with a ripstop net array or a rope of a ripstop net; the supporting portion 930 is disposed between the first connecting portion and the second connecting portion, and can support the anti-tear net array or the rope of the anti-tear net array to leave the surface of the floating body array, so as to prevent the anti-tear net array from wearing the floating body of the floating body array.

In some embodiments, the first connection portion 910 may include a plurality of connection holes 911, which may be fitted with through holes in the floating body tabs of the floating body array, so that the first connection portion may be fixed with the floating body array. In some embodiments, the first connection part may be overlapped with the pull tab of the floating body and the connection hole 911 may be aligned with the through hole of the pull tab, and the first connection part may be fixedly connected with the floating bodies of the floating body array by a locking member (e.g., a bolt) passing through the through hole of the pull tab of the floating body and the connection hole of the first connection part. In some embodiments, the first connection part may be a bar-shaped connection plate, and both ends of the bar-shaped connection plate include two connection holes 911, which may be used to connect to two adjacent floating bodies in the floating body array, or may be connected to both ends of one floating body in the floating body array.

In some embodiments, the second connection portion 920 may include a bottom plate 921 and a U-shaped connection plate 922 having a U-shaped section. The U-shaped connecting plate 922 is fixed on the base plate 921, so that a space for the rope of the anti-tear net array to pass through between the base plate and the U-shaped connecting plate can be formed, and the space can be used for accommodating the rope to pass through. In some embodiments, the second connecting portion may secure the cords of the ripstop web array between the bottom panel and the U-shaped connecting panel via a plurality of fasteners (e.g., bolts). In some embodiments, a plurality of fasteners may secure the U-shaped web and the bottom panel, wherein the U-shaped web may be deformed by clamping to secure the U-shaped web to the array of ripstop cords. In some embodiments, the U-shaped connecting plate and the bottom plate can be clamped by other devices (such as pipe tongs), and the U-shaped connecting plate can also be clamped and deformed, so that the rope and the anti-tearing net array are mutually fixed. In some embodiments, the supporting portion 930 may be integrally formed with the bottom plate of the second connection portion. In some embodiments, the supporting portion 930 may also be integrally formed with the first connecting portion.

In some embodiments, the connector 900 may further include a third connector 940, which may be connected to the first connector, and may be used to connect to the anchoring devices of the array of buoyant bodies, so that the connector may be connected to the anchoring devices. In some embodiments, the third connecting portion 940 may also be connected to or be a part of the support portion. In some embodiments, the third connecting portion 940 may also be a bar-shaped connecting plate, which is perpendicularly connected to the first connecting portion and includes one or more fixing holes 941 thereon, which may be used to fix the rope, and thus may be connected to the anchoring device of the floating body array.

FIG. 10 is a schematic view of a connector according to one embodiment of the present application. As can be seen in the figures,

as shown, the connector 1000 includes a first connecting portion 1010, a second connecting portion 1020, and a supporting portion 1030. Wherein the first connection 1010 may be for connecting to one or more floating bodies of the array of floating bodies; the second connecting portion 1020 may be used to connect with a ripstop net array or a rope of a ripstop net; the supporting part 1030 is arranged between the first connecting part and the second connecting part, and can support the anti-tearing net array or the rope of the anti-tearing net array to leave the surface of the floating body array, so that the anti-tearing net array is prevented from wearing the floating body of the floating body array.

In some embodiments, the first connection portion 1010 may include a plurality of connection holes 1011 that may mate with through holes in the floating body tabs of the floating body array, thereby securing the first connection portion to the floating body array. In some embodiments, the first connection portion may be overlapped with the pull tab of the floating body and the connection hole 1011 is aligned with the through hole of the pull tab, and the first connection portion may be fixedly connected to the floating bodies of the floating body array by a locking member (e.g., a bolt) passing through the through hole of the pull tab of the floating body and the connection hole of the first connection portion. In some embodiments, the first connection 1010 may be an X-shaped connection plate, wherein four sides of the X-shaped connection plate include four connection holes 1011 for connecting to adjacent four floats in an array of floats, or to the four corners of two adjacent floats.

In some embodiments, the second connecting portion is similar to the embodiment of fig. 9, and therefore, the description thereof is omitted. The present application also proposes another connector. The method comprises the following specific steps:

FIG. 11 is a schematic view of a connector according to another embodiment of the present application.

As shown, the connector 1100 includes a first connection portion 1110, a second connection portion 1120, and a support portion 1130. Wherein the first connection 1110 may be used to connect to one or more floating bodies of the array of floating bodies; the second connection portion 1120 may be used to connect with a ripstop net array or a rope of a ripstop net; the supporting portion 1130 is disposed between the first connecting portion and the second connecting portion, and can support the anti-tear net array or the rope of the anti-tear net array to leave the surface of the floating body array, so as to prevent the anti-tear net array from wearing the floating body of the floating body array.

In some embodiments, the first connecting portion 1110 is similar to the embodiment shown in fig. 10, and thus is not described herein again. In some embodiments, the second connecting portion 1120 may include a connecting rod 1121 and one or more locks 1122, wherein the locks 1122 are fixed to the connecting rod 1121, and a space through which the rope of the tear-proof net array passes between the connecting rod and the locks may be formed, and may be used for accommodating the rope. In some embodiments, the second connecting portion may secure the tether of the tear-resistant mesh array between the connecting bar and the lock via the lock 1122. In some embodiments, the plurality of lock locks may be deformed via the clamping cable such that the cable of the tear-resistant matrix and the second connecting portion are secured to each other. In some embodiments, the lock may be held by other devices (such as a pipe wrench), or the lock or the rope may be held and deformed, so that the second connecting portion and the rope of the ripstop net array are fixed to each other.

In some embodiments, the connecting rod 1121 may include one or more limiting grooves, which may be used to receive and limit a lock, and prevent the lock from moving on the connecting rod, so that the telescopic rod moves between the connecting members, and the reinforcing of the floating body array is loosened, which is not favorable for the floating body to resist the impact of wind and waves. In some embodiments, the lock 1122 may include a hoop and a pressing plate, wherein the hoop is disposed in the limiting groove of the connecting rod, the pressing plate is connected to the hoop and can accommodate the rope to pass through, and the rope can be pressed and clamped to be deformed by adjusting the distance between the pressing plate and the hoop. In some embodiments, the support portion 1130 may be one or more support bars 1131, which may be integrally formed with the connecting bar of the second connecting portion.

The connecting piece can be convenient to connect the rope with the floating body array, is simple to operate, is convenient to construct, can be fixedly connected with the rope, can be connected with the floating body array into a whole, can enable the rope and the floating body array to be fixedly connected relatively, is favorable for the floating body array to resist the impact of stormy waves or other floaters, and enables the floating body array to adapt to severe water surface environments such as the ocean.

The above embodiments are provided only for the purpose of illustration, and are not intended to limit the present invention, and those skilled in the relevant art can make various changes and modifications without departing from the scope of the present invention, and therefore, all equivalent technical solutions should also belong to the scope of the present invention.

Claims (10)

1. The utility model provides an offshore floating body array's anti-tear net battle array which characterized in that includes:

a plurality of ropes interconnected to form a net and extending above and/or below the array of offshore floats; and

a plurality of connectors configured to connect the net formed by the plurality of ropes and the array of floats.

2. The array of ripstop nets of claim 1, wherein the net formed by the plurality of ropes exceeds the extent of the array of floats.

3. The array of ripstop nets of claim 1, wherein at least a partial mesh of said net formed of said plurality of ropes includes a plurality of floats of said array of floats.

4. The ripstop net array of claim 1, wherein at least a portion of the mesh of the plurality of cords comprises a float or a portion of a float.

5. The array of ripstop nets of claim 1, wherein the plurality of connectors secure the net formed of the plurality of ropes to the array of floats at a plurality of points or movably connect with a maximum variable range at a plurality of points.

6. The tear resistant network array of claim 1 wherein the length of the tether between adjacent links is greater than the distance between the float array float positions and less than the length that causes tearing of the float array float between the adjacent links.

7. The ripstop net array of claim 1, wherein the plurality of connectors raise or lower the net formed by the plurality of ropes away from the surface of the array of floats.

8. The array of ripstop nets according to claim 1, characterized in that it further comprises: a plurality of securing devices configured to connect with the net formed by the plurality of ropes.

9. The array of ripstop nets of claim 8, wherein the plurality of securing devices are configured to be secured underwater and extend to the surface of the water and are interconnected with the net formed by the plurality of ropes by a plurality of ropes.

10. The array of ripstop nets of claim 8, wherein at least a portion of the plurality of securing means are anchoring means of the array of floats.

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