Floating wave wall

Abstract

The embodiment of the present invention provides a floating wave-breaking wall, which includes a plurality of floating wave-breaking platforms connected in sequence, and the floating wave-breaking platforms include a plurality of pontoons, a support frame, a concrete platform and a wave-breaking board, wherein the plurality of pontoons are interconnected to form a floating platform, and the floating platform is used to provide buoyancy for the floating wave-breaking platform; the support frame includes a plurality of cross beams and a plurality of longitudinal beams connected to each other, and the support frame is fixed on the floating platform; the concrete platform is a rectangular concrete slab with a predetermined thickness, and the concrete platform is arranged on the support frame by on-site casting, and a plurality of narrow and long openings are opened on the concrete platform, and the size of the narrow and long openings is adapted to the size of the wave-breaking board, and a wave-breaking board installation assembly is arranged on the side of the narrow and long opening; the wave-breaking board is longitudinally fixedly installed in the narrow and long opening by the wave-breaking board installation assembly. The floating wave-breaking wall of the present application can block the impact of waves on the water surface, and can be used to protect the safe operation of water facilities.

Description

Technical Field

[0001] The invention relates to the technical field of floating facilities on water, in particular to a floating wave-breaking wall. Background Art

[0002] With the rise of floating photovoltaic power stations at sea, how to protect the photovoltaic power stations from the impact of wind and waves has become the primary problem to be solved. In order to eliminate the impact of wind and waves, a wall can be set up under the water near the photovoltaic power stations to block the impact of waves; another way is to set up a floating breakwater near the photovoltaic power stations to achieve the functions of wave elimination, ice breaking and ice blocking. However, the way of setting up a wall will restrict the flow of water and it is difficult to meet environmental protection requirements; the traditional floating breakwater has poor stability and the wave elimination effect is not ideal. Summary of the invention

[0003] In view of the technical problems existing in the prior art, the present invention proposes a floating wave-breaking wall, which comprises a plurality of floating wave-breaking platforms connected in sequence, wherein the floating wave-breaking platform comprises a plurality of pontoons, a support frame, a concrete platform and a wave-breaking board, wherein the plurality of pontoons are connected to each other to form a floating platform, and the floating platform is used to provide buoyancy for the floating wave-breaking platform; the support frame comprises a plurality of cross beams and a plurality of longitudinal beams connected to each other, and the support frame is fixed to the floating platform; the concrete platform is a rectangular concrete slab with a predetermined thickness, and the concrete platform is arranged on the support frame by on-site casting , a plurality of narrow and long openings are opened on the concrete platform, the size of the narrow and long openings is adapted to the size of the wave-breaking board, and a wave-breaking board mounting assembly is arranged on the side of the narrow and long opening; the wave-breaking board is longitudinally fixedly mounted in the narrow and long opening by the wave-breaking board mounting assembly, wherein the upper half of the wave-breaking board is located above the concrete platform, and the lower half of the wave-breaking board is located below the concrete platform; wherein elastic connectors are installed between adjacent floating wave-breaking platforms so that adjacent floating wave-breaking platforms can move relative to each other, and the maximum distance between adjacent floating wave-breaking platforms is consistent with the length of the elastic connectors.

[0004] Optionally, the plurality of narrow and long openings are arranged in parallel on the concrete platform, and a plurality of wave-breaking boards are respectively longitudinally installed in the plurality of narrow and long openings to form a multi-layer wave-breaking structure.

[0005] Optionally, the wave-breaking plate is a corrugated plate, and a plurality of through holes are arranged on the corrugated plate.

[0006] Optionally, the area of ​​the upper half of the wave breaking board is smaller than the area of ​​the lower half.

[0007] Optionally, the elastic connecting member is a spring.

[0008] Optionally, the floating wave-breaking wall further includes a plurality of anchor blocks and a plurality of anchor chains respectively connected to the plurality of anchor blocks, the plurality of anchor blocks are respectively arranged on the bottom of the wave-facing side and the wave-retaining side of the concrete platform, and the plurality of anchor chains are connected to the concrete platform.

[0009] Optionally, a portion of the anchor chain is an elastic rope, and another portion is an anchor chain.

[0010] Optionally, the longitudinal cross-section of the concrete platform on the wave-facing side is in a concave arc shape, so that the concrete platform can reflect waves on the wave-facing side.

[0011] Optionally, the wave-breaking board installation assembly adopts embedded steel plates or angle steels.

[0012] Optionally, angle steels are embedded in the corners of the concrete platform to prevent damage to the surrounding areas of the concrete platform caused by collisions.

[0013] The floating wave-breaking wall of the embodiment of the present application is formed by connecting a plurality of floating wave-breaking platforms in series, and a plurality of wave-breaking boards are installed on the floating wave-breaking platforms to form a large-scale floating wave-breaking wall with good wave-breaking effect. In addition, the floating wave-breaking wall of the embodiment of the present application is connected between adjacent floating wave-breaking platforms by elastic connectors, which can prevent the floating wave-breaking wall from being washed away and maintain the interval between adjacent floating wave-breaking platforms to prevent collision and damage to the wave-breaking platforms. The floating wave-breaking wall provided by the present application can not only block the impact of waves on the water surface and prevent the water facilities from being damaged by the impact of waves, but also the floating wave-breaking wall will not restrict the flow of water, which meets the requirements of environmental protection. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] The preferred embodiments of the present invention will be further described in detail below with reference to the accompanying drawings, wherein:

[0015] Figure 1A is a schematic structural diagram of a floating wave-breaking wall according to an embodiment of the present application;

[0016] Figure 1B is a partially enlarged structural schematic diagram of a floating wave-breaking wall according to an embodiment of the present application;

[0017] Figure 2A is a schematic diagram of a structural explosion of a floating wave-blocking platform according to an embodiment of the present invention;

[0018] Figure 2B is a schematic structural diagram of a floating wave-blocking platform according to an embodiment of the present invention;

[0019] Figure 3 is a schematic diagram of a concrete platform structure according to an embodiment of the present invention;

[0020] Figure 4is a schematic diagram of a concrete platform structure provided with a wave-breaking board mounting assembly according to an embodiment of the present invention;

[0021] Figure 5 is a schematic structural diagram of a wavebreak according to an embodiment of the present application; and

[0022] Figure 6 yes Figure 5 Schematic diagram of the structure in the E direction. DETAILED DESCRIPTION

[0023] In order to make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the technical solution in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0024] In the following detailed description, reference may be made to the various specification drawings that are part of the present application and are used to illustrate specific embodiments of the present application. In the accompanying drawings, similar reference numerals describe substantially similar components in different figures. The various specific embodiments of the present application are described below in sufficient detail so that a person of ordinary skill in the art with relevant knowledge and skills in the art can implement the technical solutions of the present application. It should be understood that other embodiments may also be used or structural, logical or electrical changes may be made to the embodiments of the present application.

[0025] The present application proposes a floating wave-breaking wall, which comprises a plurality of floating wave-breaking platforms connected in sequence, wherein the floating wave-breaking platform comprises a plurality of pontoons, a support frame, a concrete platform and a wave-breaking board, wherein the plurality of pontoons are connected to each other to form a floating platform, and the floating platform is used to provide buoyancy for the floating wave-breaking platform; the support frame comprises a plurality of cross beams and a plurality of longitudinal beams connected to each other, and the support frame is fixed on the floating platform; the concrete platform is a rectangular concrete slab with a predetermined thickness, and the concrete platform is arranged on the support frame by a casting-on-site method, and a concrete platform is provided There are multiple narrow and long openings, the size of the narrow and long openings is adapted to the size of the wave-breaking board, and a wave-breaking board mounting assembly is arranged on the side of the narrow and long opening; the wave-breaking board is longitudinally fixedly mounted in the narrow and long opening by the wave-breaking board mounting assembly, wherein the upper half of the wave-breaking board is located above the concrete platform, and the lower half of the wave-breaking board is located below the concrete platform; wherein elastic connectors are installed between adjacent floating wave-breaking platforms so that the adjacent floating wave-breaking platforms can move relative to each other, and the maximum distance between adjacent floating wave-breaking platforms is consistent with the length of the elastic connectors.

[0026] The present application connects multiple floating wave-breaking platforms in series to form a floating wave-breaking wall, which is convenient for on-site assembly and can effectively protect the safe operation of water facilities such as water photovoltaics and avoid losses caused by wave impact. The floating wave-breaking platform uses pontoons and support frames to form a floating platform, which can float on the water for a long time without being damaged and has a long service life. Casting a concrete platform on site on the floating platform can increase the overall weight of the floating wave-breaking platform and improve the stability of the floating wave-breaking platform. Furthermore, a wave-breaking board is installed longitudinally on the concrete platform, and the wave-breaking board goes deep below the water surface to increase the relative draft depth and improve the wave-breaking effect of the floating wave-breaking platform.

[0027] According to an embodiment of the present application, preferably, the plurality of narrow and long openings are arranged in parallel on the concrete platform, and a plurality of wave-breaking boards are respectively longitudinally installed in the plurality of narrow and long openings to form a multi-layer wave-breaking structure. The multi-layer wave-breaking structure is formed on the floating wave-breaking platform, so that the gravity distribution on the floating wave-breaking platform is more uniform, and the capsizing caused by the impact of wind and waves is prevented. In addition, the multi-layer wave-breaking structure can provide multiple wave-breaking counterattack effects, thereby improving the wave-breaking effect.

[0028] According to an embodiment of the present application, preferably, the wave-breaking board is a corrugated board, and a plurality of through holes are arranged on the corrugated board. The wave-breaking board adopts a corrugated board, which can improve the strength of the wave-breaking board and prevent deformation or damage after wave impact. In addition, through holes are arranged on the corrugated board to allow waves to pass through when impacted by waves, thereby achieving the purpose of wave elimination.

[0029] According to an embodiment of the present application, preferably, the area of ​​the upper half of the wave-breaking board is smaller than that of the lower half. The present application increases the draft by setting a longer wave-breaking board underwater, limits the movement of the buoy as much as possible, and can increase the reflection coefficient of the floating platform to long waves, thereby significantly improving the blocking effect of long waves.

[0030] According to an embodiment of the present application, preferably, the elastic connector is a spring. The multiple floating wave-breaking platforms are connected in series by using the spring, so that the floating wave-breaking platforms can move relative to each other (spring stretching) and maintain a certain distance (spring compression), thereby avoiding collision caused by failure of the mooring system.

[0031] According to an embodiment of the present application, preferably, it further includes a plurality of anchor blocks and a plurality of anchor chains respectively connected to the plurality of anchor blocks, the plurality of anchor blocks are respectively arranged on the bottom of the wave-facing side and the wave-back side of the concrete platform, and the plurality of anchor chains are connected to the concrete platform. The premise for the floating wave-breaking platform to safely eliminate waves is its own good stability. Therefore, the plurality of anchor blocks are respectively connected to the concrete platform through anchor chains, which can increase the stability of the floating wave-breaking platform and prevent the waves from impacting the floating wave-breaking platform to other waters.

[0032] According to an embodiment of the present application, preferably, a part of the anchor chain is an elastic rope and the other part is an anchor chain. The elastic rope is elastic and can expand the movement range of the floating wave-breaking platform when the wave hits, preventing the floating wave-breaking platform from being damaged due to excessive impact force.

[0033] According to an embodiment of the present application, preferably, the longitudinal cross-section of the concrete platform on the wave-facing side is an inward-concave arc, so that the concrete platform can reflect waves on the wave-facing side. The longitudinal interface is an inward-concave arc, and when waves hit, the waves can be reflected along the direction of the arc, achieving the purpose of reflecting waves and eliminating wave impacts.

[0034] According to an embodiment of the present application, preferably, the wave-break board installation assembly adopts a pre-buried steel plate or angle steel. When pouring a concrete platform, the wave-break board installation assembly is pre-buried in the concrete, and after the concrete solidifies, the installation assembly is fixed in the concrete platform, which can improve the stability of the wave-break board installation assembly.

[0035] According to an embodiment of the present application, preferably, angle steel is embedded in the corners of the concrete platform to prevent damage to the surrounding of the concrete platform caused by collision. Embedding angle steel in the corners of the concrete platform can prevent collision from damaging the surrounding of the concrete platform and increase the service life of the concrete platform.

[0036] The above describes various implementations of the floating wave-breaking wall according to the embodiment of the present application through multiple embodiments. The following describes the structure and operation process of the floating wave-breaking wall according to the embodiment of the present application through multiple specific examples.

[0037] Figure 1A is a schematic structural diagram of a floating wave-breaking wall according to an embodiment of the present application; Figure 1B FIG. 1 is a schematic diagram of a partially enlarged structure of a floating wave-breaking wall according to an embodiment of the present application. Figure 1A As shown, the floating wave-breaking wall 1000 includes a plurality of floating wave-breaking platforms 100 connected in sequence. The wave-facing side of the floating wave-breaking wall 1000 is arranged perpendicular to the wave impact direction D to block the impact of waves. An on-water photovoltaic array is arranged 10-15m from the wave-repelling side of the floating wave-breaking wall 1000. The floating wave-breaking wall 1000 can reflect and offset the impact of waves, avoid the impact of waves on the on-water photovoltaic array, and improve the safety of on-water photovoltaic.

[0038] like Figure 1BAs shown, an elastic connector 200 is installed between adjacent floating wave-blocking platforms 100 so that the adjacent floating wave-blocking platforms 100 can move relative to each other, and the maximum distance between adjacent floating wave-blocking platforms 100 is consistent with the length of the elastic connector 200. According to one embodiment of the present application, the elastic connector 200 can be a spring, which is respectively fixed on two adjacent floating wave-blocking platforms 100, and has a fixed distance when no tension is received, so that the two adjacent floating wave-blocking platforms 100 are spaced a fixed distance apart to prevent collision. When there is a wave impact, the distance between the two adjacent floating wave-blocking platforms 100 will increase, and the spring will apply a pulling force to the middle so that the two wave-blocking platforms will not be dispersed. Those skilled in the art should understand that the number of springs can be set according to the area of ​​the floating wave-blocking platform 100 and the size of the wave impact force, and is not limited here. According to another embodiment of the present application, a tire 300 may be installed between two adjacent floating wave-breaking platforms 100. The tire 300 is elastic. When two adjacent floating wave-breaking platforms 100 are close to each other and are about to collide, the tire protrudes from the side of the floating wave-breaking platform 100 and contacts the platform first, thereby playing a buffering role and preventing the floating wave-breaking platform 100 from being damaged.

[0039] Figure 2A is a schematic diagram of a structural explosion of a floating wave-blocking platform according to an embodiment of the present invention; Figure 2B FIG. 1 is a schematic diagram of the structure of a floating wave-blocking platform according to an embodiment of the present invention. Figure 2A and 2B As shown, the floating wave-breaking platform 100 includes a plurality of pontoons 110, a support frame 120, a concrete platform 130 and a wave-breaking board 140. The pontoons 110 are connected to each other to form a floating platform, and the floating platform is used to provide buoyancy for the floating wave-breaking platform. The pontoons 110 can be hollow pontoons made of HDPE material, and the interior of the pontoons is filled with hydrophobic and lightweight materials. Even if the pontoons 110 are damaged, the buoyancy will not be lost, which greatly improves the service life of the pontoons 110. The modular pontoons 110 are spliced ​​into a floating platform, which is convenient for on-site construction, and the number of pontoons 110 can be flexibly adjusted according to demand to meet the buoyancy requirements.

[0040] The support frame 120 includes a plurality of supporting longitudinal beams arranged in parallel and a plurality of supporting cross beams perpendicular to the plurality of supporting longitudinal beams, and the plurality of supporting cross beams are respectively fixedly connected to the plurality of supporting longitudinal beams to form a frame structure. The support frame 120 is fixed on the floating platform. The support frame 120 can be a standard module structure, and a plurality of support frames 120 can be spliced ​​into a support frame with a larger area. The support frame 120 is modularized to facilitate on-site assembly and save assembly time.

[0041] Figure 3 Schematic diagram of a concrete platform structure according to an embodiment of the present invention. Figure 3As shown, the concrete platform 130 can be a rectangular concrete slab of a predetermined thickness, and a plurality of narrow openings 131 are provided on the concrete platform 130. The size of the narrow openings 131 is adapted to the size of the wave-breaking board 140, and the wave-breaking board 140 can be longitudinally fixedly installed in the narrow openings 131, wherein the upper half of the wave-breaking board 140 is above the concrete platform 130, and the lower half of the wave-breaking board 140 is below the concrete platform 130. The size of the concrete platform 130 can be adjusted according to the size of the support frame, and can adapt to various usage scenarios. The thickness of the concrete platform 130 is about 100-150 mm, and the weight is 15-30 tons. The concrete platform 130 has a large weight, which can increase the counterweight of the floating wave-breaking platform, prevent the sideways rollover when the waves hit, and improve the stability. In addition, the concrete platform 130 is low in cost, saving construction costs.

[0042] According to one embodiment of the present application, the concrete platform 130 is set on the support frame 120 by pouring on site. The specific pouring steps are as follows: first, assemble the buoy 110 into a floating platform, and fix the support frame 120 on the floating platform; then build a template on the support frame 120, and the predetermined shape of the concrete platform 130 will be formed in the template; then bind the steel bars in the built template to increase the strength of the concrete platform; finally, pour concrete in the template, maintain for a preset time, and wait for the concrete to solidify. Among them, the impermeability grade of the concrete is not less than P10, and various admixtures are added, which has good anti-corrosion performance to prevent corrosion from seawater.

[0043] According to an embodiment of the present application, when pouring the concrete platform 130, angle steels are embedded around the concrete platform 130 to prevent damage to the concrete platform caused by collisions. When the floating wave-breaking platform 100 floats on the water, collisions often occur. Therefore, angle steels are embedded around the concrete platform 130 to prevent cracking caused by collisions, thereby improving the anti-collision ability of the concrete platform 130 and increasing its service life.

[0044] refer to Figure 3 The longitudinal cross-section of the concrete platform 130 on the wave-facing side 132 is a concave arc, so that the concrete platform 130 can reflect waves on the wave-facing side 132. When the floating wave-breaking platform 100 floats on the water, the wave-facing side 132 of the concrete platform 130 is above the water surface, and the floating wave-breaking platform 100 will rise and fall with the water surface. When there are waves hitting, the waves will first hit the wave-facing side 132 of the concrete platform 130. When the longitudinal cross-section of the wave-facing side 132 is a concave arc, the waves can be reflected back. Furthermore, the concave arc-shaped wave-facing side 132 can prevent direct impact with the waves and prevent damage due to long-term impact.

[0045] Figure 4FIG. 1 is a schematic diagram of a concrete platform structure provided with a wave-breaking board mounting assembly according to an embodiment of the present invention. Figure 4 As shown, a wave-breaking board installation component 133 is provided on the side of the narrow and long opening 131, and the wave-breaking board installation component 133 can fix the wave-breaking board 140 longitudinally in the narrow and long opening 131. According to one embodiment of the present application, the wave-breaking board installation component 133 can adopt a pre-embedded steel plate or angle steel, that is, when pouring concrete, a steel plate or angle steel is pre-embedded on the side of the narrow and long opening 131 to fix the wave-breaking board 140. Pre-embedding the wave-breaking board installation component 133 in the concrete platform 130 can save installation time. In addition, pre-embedding the wave-breaking board installation component 133 in the concrete platform 130 makes the wave-breaking board installation component 133 more stable. According to another embodiment of the present application, the wave-breaking board installation component 133 can also be fixed on the concrete platform 130 by bolting. In this way, the fixing position of the wave-breaking board installation component 133 can be flexibly adjusted according to the needs of the wave-breaking board. It should be understood by those skilled in the art that the number of wave-breaking board installation components 133 can be adjusted according to the usage, and no limitation is made here.

[0046] Figure 5 is a schematic structural diagram of a wave-breaking board according to an embodiment of the present application; Figure 6 yes Figure 5 Schematic diagram of the structure in the E direction. Figure 5 and 6 As shown, the wave-breaking board 140 is a corrugated board, and a plurality of through holes 141 are arranged on the corrugated board. The use of the corrugated board can increase the wave-blocking strength of the wave-breaking board 140 and prevent deformation caused by wave impact. The through holes 141 are evenly distributed on the corrugated board, and the distance between adjacent through holes 141 is 80-150 mm. When the waves hit, water is allowed to pass through to reduce the impact force. In addition, a plurality of through holes 141 are arranged on the corrugated board to reduce the weight of the corrugated board. According to one embodiment of the present application, the thickness of the wave-breaking board 140 is 15-30 mm. The thickness of the wave-breaking board 140 can be set according to the size of the waves in the set water area to meet the maximum wave impact strength requirement. A layer of anti-corrosion paint can be applied on the wave-breaking board 140 to prevent rust or corrosion caused by long-term immersion in water, thereby improving the service life.

[0047] According to an embodiment of the present application, a plurality of narrow and long openings 131 are arranged in parallel on the concrete platform 130, and a plurality of wave-breaking boards 140 are respectively longitudinally installed in the plurality of narrow and long openings 131 to form a multi-layer wave-breaking structure. Figure 2B, multiple narrow openings 131 are longitudinally arranged in parallel on the concrete platform 130, and the mutually parallel narrow openings 131 are evenly arranged on the upper surface of the concrete platform 130. When multiple wave-breaking boards 140 are longitudinally installed in the multiple narrow openings 131, they can be evenly distributed on the concrete platform 130, so that the concrete platform 130 is evenly stressed, effectively preventing the problem of rollover. Multiple layers of wave-breaking boards are arranged from the wave-facing side to the wave-back side, which can effectively dissipate and reflect waves, especially waves with relatively large wavelengths, and have a significant wave-breaking effect.

[0048] According to an embodiment of the present application, the area of ​​the upper half of the wave-breaking board 140 is smaller than the area of ​​the lower half. For large-period waves, the wave-breaking effect brought about by increasing the relative draft depth is obvious. Because the buoy mainly relies on reflection to achieve the wave-breaking effect, and the present application adopts the form of a concrete platform plus a wave-breaking board, the wave-breaking board goes deep below the water surface, which increases the relative draft depth, can increase the reflection effect of the buoy, and improve the reflection efficiency. Therefore, the area of ​​the underwater part of the wave-breaking board 140 is larger than the area of ​​the above-water part, which not only increases the underwater relative draft depth, but also limits the movement of the pontoon, can effectively reduce the reflection coefficient, and significantly improves the wave shielding effect for long waves. Among them, the height of the wave-breaking board is 3-6m, and the height of the lower part is 2-5m. Furthermore, the height of the lower part of the wave-breaking board is related to the water depth at the location where the wave-breaking wall is placed, generally will not exceed 2 / 3 of the maximum water depth, and can be flexibly adjusted with the wavelength of water waves in the ocean.

[0049] According to an embodiment of the present application, the floating wave-breaking platform 100 further includes a plurality of anchor blocks 150 and a plurality of anchor chains 151 respectively connected to the plurality of anchor blocks 150. The plurality of anchor blocks 150 are respectively arranged at the bottom of the wave-facing side and the wave-repelling side of the concrete platform 130, and the plurality of anchor chains 151 are connected to the concrete platform 130. The present application adopts an anchoring method to stabilize the floating wave-breaking platform 100 on the water surface. The anchor blocks are made of concrete and weigh 3-10 tons. Figure 2B As shown, 5 anchor blocks 150 are arranged on the wave-facing side of the concrete platform 130, and 2 anchor blocks 150 are arranged on the wave-repelling side of the concrete platform 130. Because the wave-facing side is subjected to greater wave impact force, the number of anchor blocks arranged on the wave-facing side is more than that on the wave-repelling side.

[0050] According to an embodiment of the present application, a portion of the anchor chain 151 is an elastic cable, and the other portion is an anchor chain. The elastic cable will deform under the action of tension and its length will become longer. In this way, when encountering a large impact force, it can buffer the impact force by elastic elongation to avoid excessive instantaneous impact force and damage to the concrete platform 130 or the anchor chain 151. The length of the anchor chain 151 is related to the maximum water depth and can be calculated by the following formula:

[0051]

[0052] Where L is the length of the anchor chain and h is the maximum water depth.

[0053] In summary, the present application adopts the solution of a floating wave-breaking wall to block the impact of waves on the water surface, thereby preventing the photovoltaic power plant on the water from being damaged by the impact of waves. The floating wave-breaking wall is composed of a plurality of floating wave-breaking platforms connected in series, and elastic connectors are used to connect the plurality of floating wave-breaking platforms, which can not only prevent the floating wave-breaking wall from being dispersed, but also space the floating wave-breaking platforms at a fixed distance to prevent collisions. The floating wave-breaking platform in the present application adopts a combination of a concrete platform and a wave-breaking board, which increases the relative draft of the floating wave-breaking platform and improves the wave-breaking efficiency. A plurality of through holes are arranged on the wave-breaking board, and the through holes allow waves to pass through, thereby playing a role in eliminating waves. The present application adopts the fixing method of anchor blocks and anchor chains to restrict the floating wave-breaking platform to a predetermined water area, thereby improving the self-stability of the floating wave-breaking platform and maintaining long-term stability on the water surface. The anchor blocks are made of concrete, and have the advantages of low cost and long service life.

[0054] The above embodiments are only used to illustrate the present invention, but not to limit the present invention. Ordinary technicians in the relevant technical field can make various changes and modifications without departing from the scope of the present invention. Therefore, all equivalent technical solutions should also fall within the scope of the present invention.

Claims

1. A floating wave-breaking wall, characterized in that: The floating wave-breaking wall comprises a plurality of floating wave-breaking platforms connected in sequence, wherein the floating wave-breaking platforms comprise a plurality of buoys, a support frame, a concrete platform and a wave-breaking board, wherein: The plurality of buoys are connected to each other to form a floating platform, and the floating platform is used to provide buoyancy for the floating wave-breaking platform; The support frame comprises a plurality of cross beams and a plurality of longitudinal beams connected to each other, and the support frame is fixed to the floating platform; The concrete platform is a rectangular concrete slab with a predetermined thickness, and is disposed on the support frame by on-site casting. A plurality of narrow and long openings are provided on the concrete platform, and the size of the narrow and long openings is adapted to the size of the wave-breaking board, and a wave-breaking board mounting assembly is disposed on the side of the narrow and long openings; The wave-breaking board is longitudinally fixedly installed in the narrow and long opening by the wave-breaking board installation assembly, wherein the upper half of the wave-breaking board is above the concrete platform, and the lower half of the wave-breaking board is below the concrete platform, wherein the multiple narrow and long openings are arranged in parallel on the concrete platform, and the multiple wave-breaking boards are longitudinally installed in the multiple narrow and long openings respectively to form a multi-layer wave-breaking structure, the area of ​​the upper half of the wave-breaking board is smaller than the area of ​​the lower half, and the height of the lower half of the wave-breaking board is related to the water depth at the location where the wave-breaking wall is placed, and can be adjusted according to the wavelength of water waves in the water; Wherein, elastic connectors are installed between adjacent floating wave-breaking platforms so that the adjacent floating wave-breaking platforms can move relatively, and the maximum distance between adjacent floating wave-breaking platforms is consistent with the length of the elastic connectors.

2. The floating wave-breaking wall according to claim 1, characterized in that: in, The wave-breaking plate is a corrugated plate, and a plurality of through holes are arranged on the corrugated plate.

3. The floating wave-breaking wall according to claim 1, characterized in that: The elastic connecting member is a spring.

4. The floating wave-breaking wall according to claim 1, characterized in that: It further comprises a plurality of anchor blocks and a plurality of anchor chains respectively connected to the plurality of anchor blocks, wherein the plurality of anchor blocks are respectively arranged on the bottom of the wave-facing side and the wave-receiving side of the concrete platform, and the plurality of anchor chains are connected to the concrete platform.

5. The floating wave-breaking wall according to claim 4, characterized in that: in, A part of the anchor chain is an elastic rope, and the other part is an anchor chain.

6. The floating wave-breaking wall according to claim 1, characterized in that: in, The longitudinal cross-section of the concrete platform on the wave-facing side is in a concave arc shape, so that the concrete platform can reflect waves on the wave-facing side.

7. The floating wave-breaking wall according to claim 1, characterized in that: The wave-breaking board installation assembly adopts embedded steel plates or angle steels.

8. The floating wave-breaking wall according to claim 1, wherein: Angle steels are pre-embedded in the corners of the concrete platform.

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