A wind and wave resistant floating structure and breakwater, protection system and offshore platform comprising same

Abstract

A kind of anti-wave floating structure and the breakwater, protection system and offshore platform comprising it, the floating structure includes floating structure unit and connecting unit, the floating structure unit includes a plurality of anti-wave floating thick plate combination, it is a columnar structure in length direction, columnar structure cross section shape is triangle, trapezoidal, rectangular, H, Y etc., the anti-wave floating thick plate includes thick plate body, reinforcing rib and protrusion;Two sides of the thick plate body are equipped with water-permeable hole, the protrusion is stretched or bent by the HDPE material of water-permeable hole position Forming;The reinforcing rib is the long strip structure made of HDPE thick plate, the reinforcing rib is fixedly connected with hollow fixing hole in the protrusion;By the arrangement and combination of multiple groups of the floating structure unit in the water surface needing protection and the connection anchoring, the problems of poor anti-wave performance, low overall structural strength, high construction, installation and operation and maintenance cost of traditional offshore floating structure are solved.

Description

Technical Field

[0001] This invention relates to the field of marine floating structure technology, and specifically to a wind and wave resistant floating structure. Background Technology

[0002] Polyethylene is the world's most produced synthetic resin. High-density polyethylene (HDPE) has a specific gravity of about 0.95, extremely low water absorption, good wear and impact resistance, and is environmentally friendly and maintenance-free. It is the most widely used polymer material in the marine field. The marine facility protection system made of permeable thick sheets of high-density polyethylene (hereinafter referred to as HDPE) is a permeable floating structure made of continuously extruded thick sheets of HDPE material. It is in a floating state in the water, and the floating depth of the system can be adjusted by adding or removing buoyancy units or ballast gravity units. It is a lightweight, high-strength, environmentally friendly, maintenance-free, modular, and multifunctional marine facility protection system. It is mainly used for marine ecological restoration, marine ranching equipment, or as a floating wave protection facility; floating wave protection facilities for islands, reefs, docks, bridges, marine sightseeing, wind and solar power facilities; and security protection for key water locations and important facilities.

[0003] Currently, marine ecosystems, marine ranching equipment, floating protective devices, and floating marine structures are mainly made of plastic boxes, cylinders, pipes, hollow steel structures, and hollow reinforced concrete structures. These materials are bulky, have many components, are complex to install, and have high operation and maintenance costs. Artificial ecological floating islands, wetlands, and landscape facilities use hollow blow-molded and rotationally molded parts as floating structures. These materials have low strength, small size, require a large amount of connection and fixing, and the fixing process is cumbersome. The overall structure is unstable and easily disintegrates in high winds, waves, and sea states. Currently, they can only be used in calm waters. Furthermore, due to the perforated structure of the traditional floating marine structures, the edges of the perforations are subjected to concentrated impact forces, which can easily cause material cracking or local damage during long-term use, resulting in poor resistance to wind, waves, and damage.

[0004] To address the aforementioned issues, a wind and wave resistant floating structure has been invented for use in floating breakwaters, floating marine facility protection systems, and floating platforms. It features excellent protective performance, low manufacturing and maintenance costs, energy efficiency and environmental friendliness, simple structure, good wind and wave resistance and damage resistance, and convenient assembly and transportation. Summary of the Invention

[0005] The purpose of this invention is to provide a wind and wave resistant floating structure, which has protrusions at the water-permeable holes and reinforcing ribs passing through the protrusions, to achieve better wind and wave resistance and effectively prevent damage.

[0006] The objective of this invention is achieved through the following technical solution:

[0007] The present invention provides a wave-resistant floating structure in a first aspect, comprising at least one connecting unit and at least one floating structural unit, wherein the floating structural unit comprises at least three wave-resistant floating thick plates, and the wave-resistant floating thick plates are combined to form a columnar structure with a certain length, width and height; the floating structural units are fixedly connected to each other through the connecting unit.

[0008] The wind and wave resistant floating thick plate includes:

[0009] The thick plate body has longitudinally and transversely distributed anti-wind and wave modules on its surface. The anti-wind and wave modules include water-permeable holes and protrusions adjacent to the water-permeable holes. The protrusions are formed by stretching or partially cutting and bending the material at the location of the water-permeable holes. The shape of the protrusions corresponds to the shape of the water-permeable holes.

[0010] The reinforcing rib is a long strip structure made of HDPE thick plate, and the reinforcing rib is provided on at least one side of the thick plate body; the protrusion is provided with a hollow fixing hole, the shape of which matches the cross-sectional shape of the reinforcing rib, and the reinforcing rib passes through the hollow fixing hole and is fixedly connected to the protrusion.

[0011] Furthermore, the protrusion is formed on the surface of the thick plate body and forms an angle of 60° to 90° with the thick plate body.

[0012] Preferably, the number of protrusions is at least 2, and the shape combination of the plurality of protrusions corresponds to the shape of the water-permeable hole.

[0013] Furthermore, the reinforcing ribs are provided on both sides of the thick plate body, with the reinforcing ribs on one side arranged longitudinally and the reinforcing ribs on the other side arranged transversely.

[0014] Furthermore, the connecting unit is a plate-shaped structure, and the connecting unit is installed on both sides of the floating structure unit; the floating structure unit includes three thick plate bodies, and the cross-section of the columnar structure is triangular.

[0015] Preferably, the connecting unit includes a water-permeable hole, a slot, and a connecting hole; the wind- and wave-resistant floating thick plate includes a locking block; the wind- and wave-resistant floating thick plate is connected to the slot of the connecting unit through the locking block; multiple connecting units are parallel to each other; multiple connecting units are fixedly connected to each other by connecting rods inserted into the connecting holes; except for the stainless steel fixing bolts, all connecting units are made of HDPE thick plate.

[0016] Furthermore, the wind and wave resistant floating structure includes at least two floating structure units; in the two adjacent floating structure units, one side of the columnar structure of the floating structure unit is provided with at least two thick plate bodies, and gaps are left between the multiple thick plate bodies; in the other adjacent floating structure unit, at least one thick plate body is provided corresponding to the gap position.

[0017] Furthermore, the floating structural unit includes at least four wind and wave resistant floating thick plates; the four wind and wave resistant floating thick plates form a columnar structure with a cross-section of a grid, and at least one wave-blocking plate is provided between the two thick plate units located at the top and bottom of the wind and wave resistant floating thick plates, and the directions of the multiple wave-blocking plates are perpendicular to each other.

[0018] In a second aspect, the present invention provides a wave-resistant floating platform, comprising at least one of the aforementioned wave-resistant floating structures, a connecting device, and an anchoring device. Multiple wave-resistant floating structures are connected to each other via the connecting device and anchored to the coast or seabed via the anchoring device. The connecting device is made of a flexible material. This floating structure can be used for ecological restoration along the coast of rivers, lakes, and seas.

[0019] In a third aspect, the present invention provides a wind and wave resistant floating marine facility protection system, comprising at least one of the aforementioned wind and wave resistant floating structures, monitoring equipment, alarms, and active and passive deterrent devices.

[0020] In a fourth aspect, the present invention provides a wind and wave resistant floating offshore platform, comprising at least two of the aforementioned wind and wave resistant floating structures and buoyancy plates, wherein a plurality of the wind and wave resistant floating structures are connected to each other to form a planar structure.

[0021] Compared with the prior art, the beneficial effects that at least one technical solution adopted in the embodiments of this specification can achieve include at least:

[0022] First, the anti-wave floating thick plate of the present invention has protrusions adjacent to the water permeable holes, which not only provides better anti-wave effect but also enhances the strength of the thick plate body. Furthermore, the protrusions are formed by stretching or cutting and bending the thick plate body at the original water permeable hole position. The shape of the protrusion corresponds to the shape of the water permeable hole, so that the HDPE material at the original water permeable hole position is redistributed as the protruding part, thereby optimizing the overall stress distribution of the thick plate body. The protrusions formed by stretching or partially cutting and bending support the edges of the surrounding water permeable holes, reducing local weak points caused by holes and significantly improving the bending and impact resistance of the thick plate. The three-dimensional structure composed of the protrusions and water permeable holes can also disperse the force of water flow during wave impact, avoiding material fatigue or damage caused by local concentrated loads.

[0023] Secondly, the protrusions of the anti-wave floating thick plate in this invention are provided with hollow fixing holes, the shape of which matches the cross-sectional shape of the reinforcing ribs, allowing the reinforcing ribs to pass through the protrusions. After the reinforcing ribs pass through the hollow fixing holes of the protrusions, they form an integral frame support system, which can disperse and resist external forces (such as wave impact), preventing the protrusions from deforming or breaking due to concentrated loads or excessive stress. The hollow structure makes the reinforcing ribs and protrusions an integrated structure, increasing the rigidity of the protrusions, making them more durable and less prone to damage during use. Moreover, the arrangement of the reinforcing ribs not only enhances the strength of the protrusions, but also improves the overall rigidity and bending resistance of the entire thick plate body by connecting multiple protrusions. The hollow structure provides a path for the reinforcing ribs to act directly on the protrusions, distributing the load evenly to the thick plate body, thereby reducing the stress on a single part.

[0024] Third, the HDPE material used in this invention has the characteristics of corrosion resistance, wear resistance and impact resistance, and reduces the risk of damage, significantly reducing the maintenance frequency and operating cost of the equipment; this invention is composed of a thick plate body of HDPE material of uniform specification and stainless steel fixing bolts, with fewer types of components and uniform specifications, which can be quickly assembled into different shapes and adapted to various application scenarios, facilitating transportation and deployment; HDPE material is environmentally friendly and recyclable, meeting the needs of marine environmental protection and sustainable development, and also has maintenance-free characteristics, further reducing the potential impact on the environment.

[0025] Fourth, this invention achieves modular manufacturing through standardized production processes (such as CNC panel cutting machines and hot pressing technology), requiring less investment in production equipment, resulting in high efficiency, lower product costs, and facilitating large-scale promotion and application.

[0026] Fifth, the anti-wave floating thick plate of the present invention can be used to form various anti-wave floating structures. The triangular cross-section anti-wave floating structure design has natural geometric stability and can effectively disperse external forces. It exhibits good anti-overturning performance, especially in windy and wavey environments. This structure is suitable for environments requiring high stability and large external loads, ensuring that the floating structure is not easily unbalanced under the impact of wind and waves. The trapezoidal cross-section anti-wave floating structure is connected to each other by connecting beams, which can effectively improve the bending resistance, shear resistance and deformation resistance performance, and is suitable for complex loads and windy and wavey environments. The grid-shaped structure effectively weakens the wave energy from different directions through the second connecting plates at the top and bottom and the wave-damping plates arranged in multiple directions. This structure can significantly reduce the impact of wave impact on the floating structure and reduce the sway amplitude of the structure. It is particularly suitable for use in waters with strong winds and waves, and has a significant anti-wave effect. Attached Figure Description

[0027] To more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0028] Figure 1 This is a schematic diagram of the structure of the first embodiment of the floating structure unit of the present invention;

[0029] Figure 2 This is a schematic diagram of the structure of the second embodiment of the floating structure unit of the present invention;

[0030] Figure 3 This is a schematic diagram of the third embodiment of the floating structure unit of the present invention;

[0031] Figure 4 This is a schematic diagram of the structure of the floating structural unit protrusion of the present invention;

[0032] Figure 5 This is a partial enlarged view of part A in the structural schematic diagram of the floating structural unit protrusion of the present invention;

[0033] Figure 6 This is a schematic diagram of the fourth embodiment of the floating structure unit of the present invention.

[0034] 1. Thick plate body; 11. Reinforcing rib; 12. Protrusion; 121. Hollowed-out fixing hole; 13. Clip; 21. First connecting plate; 211. Connecting groove; 212. Water permeable hole; 213. Connecting hole; 214. Slot; 215. Water baffle; 22. Second connecting plate; 3. Wave baffle; 4. I-beam; 5. Connecting beam. Detailed Implementation

[0035] The embodiments of the present invention will now be described in detail with reference to the accompanying drawings.

[0036] The following specific examples illustrate the implementation of the present invention. Those skilled in the art can easily understand other advantages and effects of the present invention from the content disclosed in this specification. Obviously, the described embodiments are only a part of the embodiments of the present invention, and not all of them. The present invention can also be implemented or applied through other different specific embodiments, and the details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention. It should be noted that, in the absence of conflict, the following embodiments and features in the embodiments can be combined with each other. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without creative effort are within the scope of protection of the present invention.

[0037] The application of wave-resistant floating structures to the ocean in this application is preferred only, and its application scenarios can include all aquatic environments such as lakes, rivers, and ponds; the term "columnar structure" in this application only refers to the general outline of the floating structure unit, and does not limit the floating structure unit to be strictly columnar; the cross-section of the "columnar structure" can be triangular, trapezoidal, rectangular, H, Y, etc., and the above shapes are only used to illustrate the general outline of the floating structure unit, and are not theoretically strictly limited to triangular, trapezoidal, rectangular, H, Y, etc.; and the use of HDPE as the thick plate body material is preferred only, but other materials suitable for wave resistance can also be used in the wave-resistant floating structure of this application.

[0038] Existing marine ecosystems, marine ranching equipment, floating protective devices, and floating marine structures are subject to significant wave impacts due to their long-term floating on the sea surface. To mitigate wave impact, multiple permeable holes are often incorporated into these structures. However, traditional permeable hole structures exhibit significant stress concentration at their edges, leading to susceptibility to damage and high maintenance costs. Therefore, finding a way to mitigate damage using only wind- and wave-resistant floating thick plates while ensuring ease of assembly has become a pressing issue for the industry.

[0039] Based on this, the embodiments of this specification propose a wind and wave resistant floating structure solution: the building is composed of wind and wave resistant floating thick plates, and the permeable hole structure is reinforced by protrusions 12 and reinforcing ribs 11. Example

[0040] This embodiment provides a wave-resistant floating structure applicable to floating breakwaters, floating marine facility protection systems, and floating platforms; the wave-resistant floating structure includes a connecting unit and a floating structure unit; Figure 1The diagram shows a wave-resistant floating structure composed of two floating structural units. Each floating structural unit comprises multiple wave-resistant floating thick plates combined to form a columnar structure with a certain length, width, and height. In this embodiment, the columnar structure is triangular. Each floating structural unit includes three thick plate bodies 1. The connecting unit is a first connecting plate 21 of a plate-like structure. The floating structural units are fixedly connected by the first connecting plate 21, and the first connecting plate 21 is installed on both sides of each floating structural unit. The wave-resistant floating thick plate includes a thick plate body 1 and reinforcing ribs 11. The thick plate body 1 is made of HDPE material and is a rectangular HDPE thick plate with a thickness of not less than 15mm, a width of 1 meter to 15 meters, and an unlimited length. For ease of description, the width of the thick plate body is set to 2 meters, and the length is set to 15 meters, and so on. The surface of the thick plate body 1 is provided with wave-resistant modules distributed longitudinally and transversely. Each wave-resistant module includes water-permeable holes and protrusions 12 adjacent to the water-permeable holes. The shape of the protrusions 12 corresponds to the shape of the water-permeable holes, and the water-permeable holes are cut out on the thick plate body 1. The thick plate body 1 has permeable holes on both sides, with shapes including but not limited to semicircles, ellipses, or quadrilaterals. The reinforcing ribs 11 are elongated structures made of HDPE material, with lengths determined as needed, thicknesses ranging from 15mm to 25mm, and widths from 50mm to 150mm. The reinforcing ribs 11 are connectors for the floating structural units, with uniform specifications, allowing connection in all directions and fixation via stainless steel bolts. The reinforcing ribs 11 are located on one side of the thick plate body 1, and the thick plate bodies 1 are fixed together using stainless steel bolts. The protrusions 12 have perforated fixing holes 121 through which the reinforcing ribs 11 are fixedly connected. In this design, the protrusions 12, formed by stretching or bending, support the edges of the surrounding permeable holes, reducing local weak points caused by the holes and significantly improving the bending and impact resistance of the thick plate body 1. The three-dimensional structure composed of the protrusions 12 and the permeable holes can also disperse the force during wave impact, preventing material fatigue or damage caused by localized concentrated loads.

[0041] In a preferred embodiment, the first connecting plate 21 includes a connecting groove 211, a water-permeable hole 212, and a connecting hole 213. The wind- and wave-resistant floating thick plate includes a locking block 13, which is integrally formed with the thick plate body 1. The wind- and wave-resistant floating thick plate is connected to the connecting groove 211 of the connecting unit through the locking block 13. Preferably, the locking blocks 13 of two adjacent wind- and wave-resistant floating thick plates can be staggered and inserted into the same connecting groove 211. The locking block 13 is also provided with a screw hole, and the two locking blocks 13 staggered and inserted into the same connecting groove 211 are fixed by stainless steel bolts. Further, multiple The first connecting plates 21 are parallel to each other, and the multiple first connecting plates 21 are fixedly connected by connecting rods (not shown in the figure) inserted into connecting holes 213 to improve the overall stability of the wind and wave buoyancy structure. Water baffles 215 can also be provided adjacent to the connecting holes 213. The water baffles 215 are provided with strip holes similar to the hollow fixing holes 121. Reinforcing ribs 11 can be provided at the strip holes to further strengthen the first connecting plates 21. Preferably, the first connecting plates 21 can also be provided with slots 214, and the multiple wind and wave buoyancy structures are connected to each other through slots 214.

[0042] In a preferred embodiment, the floating structural unit is applied to the floating breakwater. The wind- and wave-resistant floating thick plates are three-dimensionally connected and fixed using stainless steel bolts to form a floating structural unit with a certain length, width, and height column structure. Each floating structural unit is approximately 15 meters long, 3 meters high, and 3 meters wide, similar in size to a standard shipping container. Each floating structural unit can be assembled in a factory or quickly assembled locally. The floating structural unit is in a floating state in the water. Each floating structural unit is flexibly connected to each other using elastic materials and cables. The entire system is anchored in the water at multiple points, resulting in a large water capacity, good damping effect, and excellent wave protection and dissipation effect. Functional components and sensors can also be installed on it for various extended functions.

[0043] In a preferred embodiment, the floating structural unit is applied to the floating marine facility protection system and is deployed in key water locations and around important facilities. According to design requirements, wind and wave resistant floating thick plates are assembled into floating structural units, and various monitoring equipment and active and passive devices, such as monitors, alarms, active and passive deterrent devices, are installed on them. Finally, multiple floating structural units are connected by connecting units to form a floating marine facility protection system, which can effectively resist the infiltration and attack of divers and unmanned surface vessels.

[0044] In a preferred embodiment, wind and wave resistant floating thick plates of the same specification are fixed together in a planar manner to form floating structural units. Multiple floating structural units are connected to form a floating platform with a large area. The buoyancy is adjusted by arranging buoyancy plates to construct artificial ecological floating islands, wetlands, and aquatic ecological landscapes.

[0045] In a preferred embodiment, stiffeners 11 are provided on both sides of the thick plate body 1. The stiffeners 11 on one side are arranged longitudinally, and the stiffeners 11 on the other side are arranged transversely. The longitudinal stiffeners 11 provide support along the length of the plate, improving the bending and tensile resistance of the structure. The transverse stiffeners 11 enhance the rigidity of the plate in the width direction, improving the compressive and shear resistance. The two arrangements complement each other, making the thick plate body 1 more stable and reliable when subjected to complex loads, and effectively resisting multi-directional stresses. It is particularly suitable for environments with large winds and waves, such as at sea.

[0046] In a preferred embodiment, such as Figure 4 and Figure 5 As shown, protrusion 12 is formed on the surface of the thick plate body 1 and forms an angle of 60° to 90° with the thick plate body 1. By increasing the geometric complexity of the plate, protrusion 12 enhances its resistance to bending, compression, and shearing, making the thick plate body 1 more robust and durable when facing the impact of sea waves; preferably, see again Figure 3 The number of protrusions 12 is two, and the shapes of the two protrusions 12 are combined to form a corresponding shape. It should be noted that protrusions 12 can also be set to three or more, and the shape of the permeable holes can be matched with the design of the protrusions 12, allowing for the selection of the optimal design based on actual sea conditions. For example, in high-wave environments, a square design can enhance drainage or impact resistance; in calmer waters, the protrusions 12 can be adjusted to a triangular or semi-circular shape to reduce drag. Figure 3 and Figure 4 The combination of the two protrusions 12 allows for smoother water flow while controlling flow velocity and eddies, preventing additional impact on the structure. The number and shape of the protrusions 12 can be flexibly adjusted to adapt to different ocean wave conditions (such as wind force, wave height, and wavelength). Optimizing the design according to environmental changes improves the practicality and applicability of the protrusions 12. The stretching or bending process of the protrusions 12 can be completed at low cost during manufacturing and is easily modularized according to specific needs, simplifying the production process and subsequent installation and maintenance. While enhancing strength, the protrusions 12 can reduce material thickness, lower overall weight, reduce transportation and installation costs, and improve the flexibility of buoyancy control. The specific shape of the protrusions 12 can also reduce long-term erosion of the thick plate body 1 by water flow, delay the corrosion process, and enhance the overall structural stability. It should be understood that... Figure 3 and Figure 4 The square protrusion 12 is only a preferred embodiment. Other embodiments may use semicircles, triangles, or other shapes. The specific shape can be selected according to different sea conditions.

[0047] This embodiment also includes a method for manufacturing a wind and wave resistant floating thick plate, the steps of which are as follows:

[0048] S1. Based on specific application scenarios and functional requirements, design the shape, size, and layout of the permeable holes, and compile the working program of the CNC cutting machine, including the cutting paths of the permeable hole hollow lines and the 11 strip holes of the reinforcing ribs.

[0049] S2. Using a CNC cutting machine, cut out the perforated lines of the water-permeable holes and the strip-shaped perforated fixing holes 121 for fixing the reinforcing ribs 11 on the thick plate body 1 according to the design layout. The position and shape of the water-permeable holes are arranged according to the design requirements, and may include semi-circular, elliptical, quadrilateral, etc.

[0050] S3. Heat the cut thick plate body 1 to an appropriate temperature, and stretch the plate in the permeable hole area upward or downward through a hot press forming machine or a hot bending process to form a protrusion 12; the horizontal included angle of the protrusion 12 is 60 to 90 degrees to ensure that the permeable hole not only has good water permeability, but also has high impact resistance.

[0051] S4. Use a CNC panel cutting machine to cut the thick plate body 1 to make a long strip of reinforcing rib 11 structure; the reinforcing rib 11 is generally 1 to 2 meters long, 15 to 25 mm thick, and 50 to 150 mm wide, with reserved stainless steel screw holes; the reinforcing rib 11 has both reinforcement and connection functions to ensure a stable connection between the plates.

[0052] S5. Insert the prepared reinforcing rib 11 into the hollow fixing hole 121 on the protrusion 12 and fix it with stainless steel bolts. Depending on the application scenario, reinforcing ribs 11 can be arranged on one or both sides of the thick plate body 1 to further improve the structural strength and overall rigidity of the plate.

[0053] S6. The completed wind and wave resistant floating thick plates can be modularly cut and combined as needed to form floating structural units of different sizes and shapes; the floating structural units can be prefabricated in the factory or quickly assembled on site, which is convenient for transportation and installation.

[0054] It should be noted that the manufacturing method of the wind and wave resistant floating thick plate can be designed according to the application scenario and requirements, including the shape of the permeable holes, the plate layout diagram, and the CNC cutting machine working program. The multi-head CNC cutting machine can be used to simultaneously cut out multiple sets of permeable hole forming hollow lines at the same horizontal spacing position of the plate, including the hollow fixing holes 121 for fixing the connecting reinforcing ribs 11. The hollow fixing holes 121 can pass through the designed reinforcing ribs 11. The permeable hole protrusions 12 can be formed by hot pressing and stretching or by heating and bending. Example

[0055] This embodiment provides a wind and wave resistant floating structure. Figure 2The diagram shown is a schematic diagram of the wind and wave resistant floating structure according to the second embodiment of the present invention. The wind and wave resistant floating structure includes two floating structure units. In the two adjacent floating structure units, one side of the columnar structure of one floating structure unit is provided with two thick plate bodies 1, and gaps are left between the multiple thick plate bodies 1. In the other adjacent floating structure unit, a thick plate body 1 is provided at the position corresponding to the gap.

[0056] In this design, the staggered distribution of thick plates 1 allows forces to be evenly distributed in multiple directions, reducing stress concentration in individual plates or connecting parts, thereby improving the overall structure's impact resistance and extending its service life. The staggered distribution of thick plates 1 also optimizes the distribution of permeable holes to a certain extent, reducing structural wear caused by excessive water flow, while also helping to alleviate the direct effect of water pressure on individual floating units. Through the staggered layout, water flow or waves are dispersed and impeded multiple times when passing through the structure, forming a damping-like effect, thereby effectively reducing wave energy and achieving better wave protection and reduction. Example

[0057] Figure 3 The diagram shown is a schematic diagram of the wind and wave resistant floating structure of the third embodiment of the present invention. In this embodiment, compared with the first embodiment, the connecting unit is a column-shaped connecting beam 5; the floating structure unit is a column-shaped structure with a trapezoidal cross section, which is formed by combining two thick plate bodies 1 and multiple I-beams 4; and in this embodiment, the protrusion 12 is quadrilateral, and each water-permeable hole is provided with two protrusions 12 adjacent to each other.

[0058] In this scheme, the trapezoidal cross-section columnar structure formed by combining two thick plate bodies 1 and multiple I-beams 4 gives the floating structure unit higher compressive and bending strength, improving the overall structural stability; and the connecting unit adopts connecting beams 5, which, together with the plate structure connecting units of Embodiment 1 and Embodiment 2, reduces structural deformation under external force, ensuring the reliability and stability of the overall connection. Example

[0059] In a preferred embodiment Figure 6 The diagram shows a wave-resistant floating structure according to the fourth embodiment of the present invention. The floating structure unit includes two wave-resistant floating thick plates. The two wave-resistant floating thick plates and two second connecting plates 22 form a columnar structure with a grid-like cross section. Multiple wave-blocking plates 3 are provided between the two second connecting plates 22 at the top and bottom of the wave-resistant floating thick plates. The directions of the multiple wave-blocking plates 3 are perpendicular to each other. I-beams 4 are also provided at the junction of the thick plate body 1 and the second connecting plates 22 to further reinforce the floating structure unit.

[0060] In this solution, compared with other embodiments, the grid-shaped columnar structure allows the floating structural unit to have a larger contact area with waves, resulting in better wind and wave resistance. Furthermore, by setting an I-beam 4 at the junction of the thick plate body 1 and the second connecting plate 22, the floating structural unit is prevented from falling apart, thus enhancing its structural stability. The surface of the I-beam 4 is coated with a 10mm thick HDPE sheet, which improves the corrosion resistance of the I-beam.

[0061] Furthermore, within the spirit of this invention, the specific embodiments of the low dew point dehumidification component, low dew point dehumidification module, and low dew point dehumidification system of this invention can be modified based on the above embodiments. For example, the cross-sectional shape of the column structure of the floating structural unit can be trapezoidal, rectangular, or other shapes. The other components and the connection methods between them are the same as those described in the preceding embodiments of this invention, and will not be repeated here due to space limitations. However, it should be understood that these components and the connection methods between them can all be introduced into this modified embodiment as equivalent embodiments.

[0062] In this specification, the same or similar parts between the various embodiments can be referred to mutually. Each embodiment focuses on describing the differences from other embodiments. In particular, the descriptions of the embodiments described later are relatively simple, and relevant parts can be referred to the descriptions of the foregoing embodiments.

[0063] The above are merely specific embodiments of the present invention, but the scope of protection of the present invention is not limited thereto. Any variations or substitutions that can be easily conceived by those skilled in the art within the technical scope disclosed in the present invention should be included within the scope of protection of the present invention. Therefore, the scope of protection of the present invention should be determined by the scope of the claims.

Claims

1. A wind and wave resistant floating structure, characterized in that, It includes at least one connecting unit and at least one floating structural unit. The floating structural unit includes at least one wind and wave resistant floating thick plate. The floating structural unit is a columnar structure with certain length, width and height dimensions formed by combination. The floating structural units are fixedly connected to each other through the connecting unit. The wind and wave resistant floating thick plate includes: The thick plate body has longitudinally and transversely distributed anti-wind and wave modules on its surface. The anti-wind and wave modules include water-permeable holes and protrusions adjacent to the water-permeable holes. The protrusions are formed by stretching or partially cutting and bending the material at the location of the water-permeable holes. The shape of the protrusions corresponds to the shape of the water-permeable holes. The reinforcing rib is a long strip structure and is provided on at least one side of the thick plate body; the protrusion is provided with a hollow fixing hole, the shape of the hollow fixing hole matches the cross-sectional shape of the reinforcing rib, and the reinforcing rib passes through the hollow fixing hole and is fixedly connected to the protrusion; The connecting unit is a plate-shaped structure, and the connecting unit is installed on both sides of the floating structure unit; the floating structure unit includes three thick plate bodies, and the cross-section of the column-shaped structure is triangular; The connecting unit includes a water-permeable hole, a slot, and a connecting hole. The wind and wave resistant floating thick plate includes a locking block. The wind and wave resistant floating thick plate is connected to the slot of the connecting unit through the locking block. Multiple connecting units are parallel to each other and are fixedly connected to each other by a connecting rod inserted into the connecting hole.

2. The wave-resistant floating structure according to claim 1, characterized in that, The protrusion is formed on the surface of the thick plate body and forms an angle of 60° to 90° with the thick plate body; at least two protrusions are provided adjacent to each of the water-permeable holes, and the shapes of the multiple protrusions are combined to correspond to the shape of the water-permeable hole.

3. The wind and wave resistant floating structure according to claim 1, characterized in that, The reinforcing ribs are provided on both sides of the thick plate body, with the reinforcing ribs on one side arranged longitudinally and the reinforcing ribs on the other side arranged transversely.

4. The wind and wave resistant floating structure according to claim 3, characterized in that, It includes at least two floating structural units; in the two adjacent floating structural units, one side of the columnar structure of the floating structural unit is provided with at least two thick plate bodies, and a gap is left between the multiple thick plate bodies; in the other adjacent floating structural unit, at least one thick plate body is provided corresponding to the gap position.

5. The wind and wave resistant floating structure according to claim 4, characterized in that, The floating structural unit includes at least four wind and wave resistant floating thick plates; the four wind and wave resistant floating thick plates form a columnar structure with a grid-shaped cross section, and at least one wave-blocking plate is provided between the two thick plate units located at the top and bottom of the wind and wave resistant floating thick plates, and the directions of the multiple wave-blocking plates are perpendicular to each other.

6. A wave-resistant floating breakwater, comprising at least one wave-resistant floating structure as described in any one of claims 1-5, a connecting device, and an anchoring device, wherein a plurality of the wave-resistant floating structures are connected to each other via the connecting device and connected to the seabed via the anchoring device, wherein the connecting device is made of a flexible material.

7. A wind and wave resistant floating marine facility protection system, comprising at least one wind and wave resistant floating structure, monitoring equipment, alarm, and active and passive deterrent equipment as described in any one of claims 1-5.

8. A wind and wave resistant floating offshore platform, comprising at least two wind and wave resistant floating structures as described in any one of claims 1-5, wherein the plurality of wind and wave resistant floating structures are connected to each other to form a planar structure.

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