Anti-storm floating structure and breakwater, protection system and offshore platform comprising same

By setting permeable holes and raised wind and wave resistance modules on the floating thick plates of the marine facilities, and passing through the reinforcement ribs of the hollow fixed holes, the problem of the existing marine facilities being easily disintegrated under high wind and waves is solved, and the wind and wave resistance and damage resistance are significantly improved.

CN119796404AActive Publication Date: 2025-04-11BLUESTONE MARINE ENGINEERING (DALIAN) CO LTD
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Patent Information

Application Number
CN202510104812.9
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-01-23
Publication Date
2025-04-11
Estimated Expiration
2045-01-23

AI Technical Summary

Technical Problem

Existing marine facilities and floating structures are prone to disintegration under high wind and waves and sea conditions, and traditional permeable pore structures are prone to cracking or local damage in long-term use, and poor resistance to wind and waves and damage.

Method used

A floating thick plate with wind and waves is adopted. The surface of the thick plate is equipped with vertical and horizontal distribution of wind and waves, including permeable holes and adjacent protrusions. The protrusions are stretched or cut and bent from the material, and hollow fixing holes are provided to pass through the reinforcement ribs to form a stronger structure.

Benefits of technology

It significantly improves the bending and impact resistance of thick plates, enhances the stability and wind and wave resistance of the overall structure, reduces the risk of material fatigue and damage, and reduces operation and maintenance costs.

✦ Generated by Eureka AI based on patent content.

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Abstract

An anti-storm floating structure and a breakwater, a protection system and an offshore platform comprising the same, the floating structure comprises a floating structure unit and a connecting unit, the floating structure unit comprises a plurality of anti-storm floating thick plates and is a columnar structure in the length direction, the cross section of the columnar structure is triangular, trapezoidal, rectangular, H-shaped, Y-shaped and the like, and the connecting unit is connected with the connecting unit. The anti-storm floating thick plate comprises a thick plate body, reinforcing ribs and protrusions. Water permeable holes are formed in the two faces of the thick plate body, and the protrusions are formed in the mode that the HDPE materials at the positions of the water permeable holes are stretched or bent. The reinforcing rib is of a long-strip structure made of an HDPE thick plate, and the reinforcing rib penetrates through the hollowed-out fixing hole in the protrusion to be fixedly connected with the protrusion. The multiple floating structure units are arranged, combined, connected and anchored on the water surface needing to be protected, and the problems that a traditional offshore floating structure is poor in wind wave resistance, low in overall structural strength and high in construction, installation, operation and maintenance cost are solved.
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Description

Technical Field

[0001] The invention relates to the technical field of offshore floating structures, and in particular to a wind and wave resistant floating structure. Background Art

[0002] Polyethylene material is the world's largest-produced synthetic resin, among which high-density polyethylene HDPE has a specific gravity of about 0.95, extremely low water absorption, good wear resistance and impact resistance, environmental protection and maintenance-free. It is the polymer material with the highest application volume in the marine field. The marine facility protection system made of high-density polyethylene (hereinafter referred to as HDPE) permeable thick plates is a permeable floating structure made of a continuously extruded HDPE material thick plate body. It is in a snorkeling state in the water, and the snorkeling depth of the system can be adjusted by increasing or decreasing the buoyancy unit or the ballast gravity unit; it is a lightweight, high-strength, environmentally friendly, maintenance-free, modular and multifunctional marine facility protection system; it is mainly used in marine ecological restoration, the main body or separate floating wave-breaking facilities of marine ranch equipment; floating wave-breaking facilities for islands, reefs, docks and bridges, offshore sightseeing, wind and photovoltaic power generation and other facilities; security protection of important water locations and facilities.

[0003] At present, marine ecosystems, marine ranch equipment, floating protective devices, and floating marine buildings are mainly made of plastic boxes, cylinders, tubes, hollow steel structures, and hollow reinforced concrete structures. They are large in mass and volume, have many components, are complex to install, and have high operation and maintenance costs. Artificial ecological floating islands, wetlands, landscapes and other facilities use hollow blow molding and rotational molding as floating structures, which have low strength, small specifications, a large amount of connection and fixing, and a cumbersome fixing process. The overall structure is unstable and is easy to disintegrate in high winds and waves. Currently, they can only be used in calm waters. In addition, due to the hole-like structure of the water-permeable holes in traditional floating marine building structures, the edges of the water-permeable holes are subject to concentrated impact force, which can easily cause material cracking or local damage during long-term use, and have poor wind and wave resistance and damage resistance.

[0004] In order to solve the above problems, a wind and wave resistant floating structure is invented, which is used in floating breakwaters, floating marine facility protection systems and floating platforms on water. It has the characteristics of good protection effect, low production and operation and maintenance costs, energy saving and environmental protection, simple structure, good wind and wave resistance and damage resistance, and convenient assembly and transportation. Summary of the invention

[0005] The object of the present invention is to provide a wind and wave resistant floating structure, in which a protrusion and a reinforcing rib passing through the protrusion are arranged at the water-permeable hole, so as to achieve a better wind and wave resistant effect and effectively prevent damage.

[0006] The purpose of the present invention is achieved by the following technical solutions: In a first aspect, the present invention provides a wind and wave resistant floating structure, which comprises at least one connecting unit and at least one floating structure unit, wherein the floating structure unit comprises at least three wind and wave resistant floating thick plates, and the wind and wave resistant floating thick plates are combined to form a columnar structure with a certain length, width and height; the floating structure units are fixedly connected by the connecting unit; The wind and wave resistant floating slab comprises: A thick plate body, on the surface of which wind and wave resistant modules are arranged in a longitudinal and transverse distribution, the wind and wave resistant 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 position of the water-permeable holes, and the shape of the protrusions corresponds to the shape of the water-permeable holes; The reinforcing rib is a long strip structure made of HDPE thick plate, and the reinforcing rib is arranged on at least one side of the thick plate body; the protrusion is provided with a hollow fixing hole, whose shape 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.

[0007] 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.

[0008] Preferably, the number of the protrusions is at least 2, and the shape combination of the plurality of protrusions corresponds to the shape of the water permeable hole.

[0009] Furthermore, the reinforcing ribs are arranged on both sides of the thick plate body, the reinforcing ribs on one side are arranged longitudinally, and the reinforcing ribs on the other side are arranged transversely.

[0010] Furthermore, the connection unit is a plate-like structure, and the connection units are 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 a triangle.

[0011] Preferably, the connecting unit includes a water-permeable hole, a slot and a connecting hole, the wind-resistant floating thick plate includes a card block, and the wind-resistant floating thick plate is connected to the slot of the connecting unit through the card block; a plurality of the connecting units are parallel to each other, and a plurality of the connecting units are fixedly connected by connecting rods inserted into the connecting holes, and the connecting units are made of HDPE thick plates except for stainless steel fixing bolts.

[0012] Furthermore, the wind and wave resistant floating structure comprises at least two floating structure units; in two adjacent floating structure units, one side of the columnar structure of one floating structure unit is provided with at least two thick plate bodies, and gaps are left between the plurality of thick plate bodies; in the other adjacent floating structure unit, at least one thick plate body is provided corresponding to the gap position.

[0013] Furthermore, the floating structure unit includes at least four wind-resistant and wave-resistant floating thick plates; the four wind-resistant and wave-resistant floating thick plates form a columnar structure with a cross-section in the shape of a tic-tac-toe, and at least one wave-blocking plate is provided between two of the thick plate units located at the top and bottom of the wind-resistant and wave-resistant floating thick plates, and the directions of the multiple wave-blocking plates are perpendicular to each other.

[0014] In a second aspect, the present invention provides a wind and wave resistant floating platform on water, comprising at least one of the above-mentioned wind and wave resistant floating structures, a connecting device and an anchoring device. A plurality of the wind and wave resistant floating structures are connected by the connecting device and connected to the coast or seabed by the anchoring device. The connecting device is made of flexible material. This floating structure can be used for ecological restoration along the coasts of rivers, lakes and seas.

[0015] The present invention provides a third aspect of a wind and wave resistant floating marine facility protection system, comprising at least one of the above-mentioned wind and wave resistant floating structures, monitoring equipment, an alarm, and active and passive driving equipment.

[0016] In a fourth aspect, the present invention provides a wind and wave resistant floating offshore platform, comprising at least two of the above-mentioned 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.

[0017] Compared with the prior art, the at least one technical solution adopted in the embodiments of this specification can achieve the following beneficial effects: First, the wind and wave resistant floating thick plate of the present invention is provided with protrusions adjacent to the water permeable holes, which not only has a better wind and wave resistance effect, but also can enhance the strength of the thick plate body; and the protrusions are formed by stretching or cutting and bending the thick plate body at the original water permeable hole position, and the shape of the protrusions corresponds to the shape of the water permeable holes, so that the HDPE material at the original water permeable hole position is redistributed into the protruding parts, thereby optimizing the overall stress distribution of the thick plate body; the protrusions formed by stretching or partial cutting and bending play a supporting role for the surrounding water permeable hole edges, reduce local weak points caused by holes, and significantly improve 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 when waves hit, and avoid local concentrated loads causing material fatigue or damage.

[0018] Second, the projections of the wind and wave resistant floating thick plate of the present invention are provided with hollow fixing holes, the shape of which matches the cross-sectional shape of the reinforcing ribs, so that the reinforcing ribs can pass through the projections. After the reinforcing ribs pass through the hollow fixing holes of the projections, an integral frame support system is formed, which can disperse and resist external forces (such as wave impact force) to prevent the projections from being deformed or broken due to concentrated loads or excessive stress; the hollow structure makes the reinforcing ribs and the projections an integrated structure, increases the rigidity of the projections, makes them more durable and not easily damaged during use; and the arrangement of the reinforcing ribs not only enhances the strength of the projections, but also improves the overall rigidity and bending resistance of the entire thick plate body by connecting multiple projections; the hollow structure provides a path for the reinforcing ribs to directly act on the projections, evenly distributes the load to the thick plate body, thereby reducing the force on a single part.

[0019] Third, the HDPE material used in the present 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; the present invention is composed of a thick plate body made of HDPE material of uniform specifications and stainless steel fixing bolts, with a small number of component types and uniform specifications. It can be quickly assembled into different shapes and adapt to a variety of application scenarios, and is convenient for transportation and layout; HDPE material is environmentally friendly and recyclable, in line with the needs of marine environmental protection and sustainable development, and at the same time has maintenance-free characteristics, further reducing the potential impact on the environment.

[0020] Fourth, the present invention realizes modular manufacturing through standardized production processes (such as CNC cutting machines and hot pressing forming technology), requires less investment in production equipment, has high efficiency, and has low product cost, which is convenient for large-scale promotion and application.

[0021] Fifth, the wind and wave resistant floating thick plates of the present invention can be composed of a variety of wind and wave resistant floating structures. The wind and wave resistant floating structure with a triangular cross-section is designed with natural geometric stability, which can effectively disperse external forces, especially showing good anti-overturning performance in wind and wave environments. This structure is suitable for environments that require high stability and large external loads, ensuring that the floating structure is not easily unbalanced under the impact of wind and waves; the wind and wave resistant floating structures with a trapezoidal cross-section design are connected to each other through connecting beams, which can effectively improve the bending, shear and deformation resistance, and are suitable for complex loads and wind and wave environments; the criss-cross structure effectively weakens the wave energy from different directions through the second connecting plates at the top and bottom and the wave-breaking plates arranged in multiple directions; this structure can greatly reduce the impact of wave impact on the floating structure and reduce the swaying amplitude of the structure. It is particularly suitable for use in waters with strong winds and waves, and has a significant wind and wave resistance effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0023] Figure 1 It is a structural schematic diagram of a first embodiment of a floating structural unit of the present invention; Figure 2 It is a structural schematic diagram of a second embodiment of a floating structure unit of the present invention; Figure 3 It is a structural schematic diagram of a third embodiment of a floating structure unit of the present invention; Figure 4 It is a schematic structural diagram of the protrusion of the floating structure unit of the present invention; Figure 5 It is a partial enlarged view of part A in the structural schematic diagram of the protrusion of the floating structural unit of the present invention; Figure 6 It is a schematic structural diagram of a fourth embodiment of a floating structure unit of the present invention.

[0024] 1. Thick plate body; 11. Reinforcement ribs; 12. Protrusions; 121. Hollow fixing holes; 13. Blocks; 21. First connecting plate; 211. Connecting grooves; 212. Water-permeable holes; 213. Connecting holes; 214. Slots; 215. Water retaining plates; 22. Second connecting plate; 3. Wave-blocking plates; 4. I-beams; 5. Connecting beams. DETAILED DESCRIPTION

[0025] The embodiments of the present invention are described in detail below with reference to the accompanying drawings.

[0026] The following describes the embodiments of the present invention through specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the contents disclosed in this specification. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. 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 in various ways based on different viewpoints and applications without departing from the spirit of the present invention. It should be noted that the following embodiments and features in the embodiments can be combined with each other without conflict. Based on the embodiments in the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work belong to the scope of protection of the present invention.

[0027] In the present application, the application of the wind and wave resistant floating structure to the ocean is only a preferred embodiment, and its application scenarios may include all aquatic environments such as lakes, rivers, ponds, etc.; the "columnar structure" described in the present 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" is a triangle, trapezoid, rectangle, H, Y and other shapes, and the above shapes are only for illustrating the general outline of the floating structure unit, and are not theoretically strictly limited to triangle, trapezoid, rectangle, H, Y and other shapes; and the use of HDPE as the thick plate body material is only a preferred embodiment, and other materials suitable for wind and wave resistance can also be used in the wind and wave resistant floating structure of the present application.

[0028] In the existing technology, marine ecosystems, marine ranch equipment, floating protection devices, floating marine buildings and other structures are subject to great impact from waves due to long-term floating on the sea surface. In order to reduce the impact of waves, multiple water-permeable holes are often set on them, but the stress concentration at the edge of the traditional water-permeable hole structure is more obvious, which is easy to damage and leads to high operation and maintenance costs. Under this premise, how to use only wind and wave-resistant floating thick plates, slow down their damage speed and make them easy to assemble has become an urgent problem to be solved in the industry.

[0029] Based on this, the embodiment of this specification proposes a wind and wave resistant floating structure solution: the building is composed of a wind and wave resistant floating thick plate, and the protrusions 12 and reinforcing ribs 11 are used to reinforce the water-permeable hole structure. Example

[0030] This embodiment provides a wind and wave resistant floating structure, which is applied to floating breakwaters, floating marine facility protection systems and floating platforms on water; the wind and wave resistant floating structure includes a connecting unit and a floating structure unit; Figure 1The figure shows a wind and wave resistant floating structure composed of two floating structural units, the floating structural unit includes a plurality of wind and wave resistant floating thick plates combined to form a columnar structure with a certain length, width and height. In the present embodiment, the columnar structure is a triangle, and the 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 plates 21 are installed on both sides of the floating structural unit; the wind and 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, the thickness of the HDPE plate is not less than 15mm, the width is 1 meter to 15 meters, and the length is not limited. Here, for the convenience of description, the width of the thick plate body is set to 2 meters, and the length is set to 15 meters, and the same applies to the others; the surface of the thick plate body 1 is provided with wind and wave resistant modules distributed vertically and horizontally, and the wind and wave resistant modules include 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 hollowed out on the thick plate body 1 The thick plate body 1 is hollowed out, and water-permeable holes are provided on both sides of the thick plate body 1. The shapes of the water-permeable holes include but are not limited to semicircular, elliptical or quadrilateral shapes; the reinforcing rib 11 is a long strip structure made of HDPE material, the length of which is determined according to needs, the thickness is 15mm~25mm, the width is 50mm~150mm, and the reinforcing rib 11 is a connector connecting the floating structure units to each other, with uniform specifications, which can be connected in all directions and fixed by stainless steel bolts; the reinforcing rib 11 is provided on one side of the thick plate body 1, and the thick plate bodies 1 are fixed by stainless steel bolts; the protrusion 12 is provided with a hollow fixing hole 121, and the reinforcing rib 11 passes through the hollow fixing hole 121 and is fixedly connected to the protrusion 12; in this scheme, the protrusion 12 formed by stretching or bending plays a supporting role on the edges of the surrounding water-permeable holes, reduces the local weak points caused by the holes, and significantly improves the bending and impact resistance of the thick plate body 1; the three-dimensional structure composed of the protrusion 12 and the water-permeable holes can also disperse the force when the waves hit, avoiding local concentrated loads causing material fatigue or damage.

[0031] In a preferred embodiment, the first connecting plate 21 includes a connecting groove 211, a water-permeable hole 212 and a connecting hole 213, and the wind-wave resistant floating thick plate includes a clamping block 13, which is integrally formed with the thick plate body 1; the wind-wave resistant floating thick plate is connected to the connecting groove 211 of the connecting unit through the clamping block 13; preferably, the clamping blocks 13 of two adjacent wind-wave resistant floating thick plates can be staggered and inserted into the same connecting groove 211, and screw holes are also provided at the clamping blocks 13, and the two clamping 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 the connecting holes 213 to improve the overall stability of the wind and wave resistant floating structure. A water retaining plate 215 may be provided adjacent to the connecting hole 213, and the water retaining plate 215 is provided with a strip hole similar to the hollow fixing hole 121. Reinforcing ribs 11 may be provided at the strip hole to further strengthen the first connecting plate 21; preferably, the first connecting plate 21 may also be provided with a slot 214, and the multiple wind and wave resistant floating structures are connected to each other through the slot 214.

[0032] In a preferred embodiment, the floating structure unit is applied to the floating breakwater, and the wind and wave resistant floating thick plates are three-dimensionally connected and fixed by stainless steel bolts to form a floating structure unit with a column structure of a certain length, width and height; each group of floating structure units is about 15 meters long, about 3 meters high, and about 3 meters wide, which is similar to the size of a standard container. Each group of floating structure units can be assembled in a factory or quickly assembled nearby; the floating structure unit is in a snorkeling state in the water, and each group of floating structure units is flexibly connected to each other by elastic materials and cables. The entire system is anchored in the water at multiple points. The system structure has a large water capacity, good damping effect, and good wave breaking and wave elimination effect; functional components and sensors can also be arranged thereon for various extended functions.

[0033] In a preferred embodiment, the floating structure unit is applied to the floating marine facility protection system, which is arranged around important water locations and important facilities. According to the design requirements, the wind and wave resistant floating thick plates are assembled into floating structure units, and various monitoring equipment and active and passive devices are arranged thereon, such as monitors and alarms, active and passive expulsion equipment, etc.; finally, multiple floating structure units are connected through connecting units to form a floating marine facility protection system, which can effectively resist the infiltration and attack of frogmen and unmanned boats.

[0034] In a preferred embodiment, wind and wave resistant floating thick plates of the same specification are connected and fixed to each other in a plane to form a floating structure unit. Multiple floating structure units are connected to form a floating platform with a larger area. The buoyancy is adjusted by arranging buoyancy plates to build artificial ecological floating islands, wetlands, water ecological landscapes, etc.

[0035] In a preferred embodiment, the reinforcement ribs 11 are provided on both sides of the thick plate body 1, the reinforcement ribs 11 on one side are arranged longitudinally, and the reinforcement ribs 11 on the other side are arranged transversely. The longitudinal reinforcement ribs 11 provide support along the length direction of the plate, thereby improving the bending and tensile properties of the structure; the transverse reinforcement ribs 11 enhance the rigidity of the plate in the width direction, and improve the compression 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 able to effectively resist multi-directional stresses, and are particularly suitable for environments with large winds and waves such as at sea.

[0036] In a preferred embodiment, Figure 4 and Figure 5 As shown, the 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. The protrusion 12 increases the geometric complexity of the plate, thereby enhancing its anti-bending, anti-compression and anti-shearing capabilities, making the thick plate body 1 more durable when facing the impact of wind and waves at sea; preferably, refer again to Figure 3 , the number of protrusions 12 is 2, and the shape combination of the two protrusions 12 corresponds to the shape; it should be noted that the protrusions 12 can also be set to 3 or more, and the shape of the water-permeable hole is matched with the design of the protrusion 12, and the optimal design can be selected according to the actual sea conditions; for example, for high-wave environments, the design is square to enhance drainage or impact resistance; in relatively calm waters, the protrusions 12 are adjusted to a triangular or semicircular shape to reduce resistance; Figure 3 and Figure 4 The combination of the two protrusions 12 in the structure allows water to flow more smoothly while controlling the flow rate and eddy currents to avoid additional impact on the structure; the number and shape of the protrusions 12 can be flexibly adjusted so that the design can adapt to different ocean wind and wave conditions (such as wind force level, wave height, wavelength); optimizing the design according to environmental changes can improve the practicality and scope of application of the protrusions 12; the stretching or bending process of the protrusions 12 can be completed at a low cost during the manufacturing process, and it is easy to make modular adjustments according to specific needs, simplifying the production process and subsequent installation and maintenance work; while enhancing the strength, the protrusions 12 can reduce the thickness of the material used, reduce the overall weight, reduce the transportation and installation costs, and at the same time improve the flexibility of buoyancy control; the protrusions 12 of a specific shape can also reduce the long-term erosion of the surface of the thick plate body 1 by the 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 preferred. In other embodiments, semicircular, triangular and other shapes may be used. The specific shape can be selected according to different sea conditions.

[0037] This embodiment also includes a method for manufacturing a wind and wave resistant floating thick plate, the steps of which are as follows: S1. According to the specific application scenario and functional requirements, design the shape, size and layout of the water-permeable holes, and compile the working program of the CNC cutting machine, including the cutting path of the hollow lines of the water-permeable holes and the 11 strip holes of the reinforcing ribs.

[0038] S2. Use a CNC cutting machine to cut out the hollow lines of the water-permeable holes and the strip-shaped hollow fixing holes 121 for fixing the reinforcing ribs 11 on the thick plate body 1 according to the designed layout diagram; the position and shape of the water-permeable holes are arranged according to the design requirements, and may include semicircular, elliptical, quadrilateral, etc.

[0039] S3. Heat the cut thick plate body 1 to an appropriate temperature, and stretch the plate in the water-permeable hole area upward or downward through a hot pressing machine or a heating bending process to form a protrusion 12; the horizontal angle of the protrusion 12 is 60 to 90 degrees, ensuring that the water-permeable hole not only has good water permeability but also has high impact strength.

[0040] S4. Use a CNC 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, 50 to 150 mm wide, and has reserved stainless steel screw holes; the reinforcing rib 11 has both reinforcement and connection functions to ensure a stable connection between the plates.

[0041] S5. Insert the prepared reinforcing ribs 11 into the hollow fixing holes 121 on the protrusions 12 and fix them with stainless steel bolts. According to the application scenario requirements, 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.

[0042] S6. The manufactured 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 for easy transportation and installation.

[0043] It should be noted that the method for manufacturing wind and wave resistant floating thick plates can design the shape of water permeable holes and the board layout according to the application scenarios and requirements, and compile the working program of the CNC cutting machine. A multi-head CNC cutting machine is used to synchronously cut out multiple groups of hollow lines required for the formation of water permeable holes at the same horizontal spacing position of the plate, including hollow fixing holes 121 for fixing the reinforcing ribs 11. The hollow fixing holes 121 can pass through the designed reinforcing ribs 11. The position of the water permeable hole protrusion 12 can be formed by stamping and stretching using a hot press forming machine, or by heating and bending. Example

[0044] This embodiment provides a wind and wave resistant floating structure. Figure 2The figure shows a schematic diagram of a wind and wave resistant floating structure according to a second embodiment of the present invention; the wind and wave resistant floating structure comprises two floating structure units; in 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 plurality of thick plate bodies 1, and in the other adjacent floating structure unit, a thick plate body 1 is provided at a position corresponding to the gap.

[0045] In this solution, through the staggered distribution of the thick plate body 1, the force can be evenly dispersed in multiple directions, reducing the stress concentration of a single plate body or a connection part, thereby improving the impact resistance of the overall structure and extending the service life; the staggered distribution of the thick plate body 1 optimizes the distribution of the water-permeable holes to a certain extent, reduces the structural wear caused by excessive concentration of water flow, and helps to alleviate the direct effect of water pressure on a single floating unit; through the staggered layout, the water flow or waves will be dispersed and blocked multiple times when passing through the structure, forming a damping-like effect, thereby effectively reducing the energy of the waves and achieving a better wave-breaking and wave-reducing effect. Example

[0046] Figure 3 The figure shows a schematic diagram of a wind and wave resistant floating structure according to a third embodiment of the present invention. In this embodiment, compared with the first embodiment, the connecting unit is a connecting beam 5 of a columnar structure. The floating structure unit is a columnar structure with a trapezoidal cross-section, which is formed by combining two thick plate bodies 1 and a plurality of I-beams 4. In this embodiment, the protrusion 12 is a quadrilateral, and two protrusions 12 are adjacently arranged for each water-permeable hole.

[0047] In this solution, the trapezoidal cross-section columnar structure formed by the combination of two thick plate bodies 1 and a plurality of I-beams 4 makes the floating structure unit have higher compressive and bending strengths, thereby improving the stability of the overall structure; and the connecting unit adopts a connecting beam 5, which reduces the structural deformation under the action of external forces compared with the connecting unit of the plate structure of Examples 1 and 2, thereby ensuring the reliability and stability of the overall connection. Example

[0048] In a preferred embodiment, Figure 6 A schematic diagram of a wind and wave resistant floating structure of a fourth embodiment of the present invention is shown; the floating structure unit includes two wind and wave resistant floating thick plates; the two wind and wave resistant floating thick plates and two second connecting plates 22 form a columnar structure with a cross-section in the shape of a tic-tac-toe, and a plurality of wave-blocking plates 3 are provided between the two second connecting plates 22 at the top and bottom of the wind and wave resistant floating thick plates, and the directions of the plurality of wave-blocking plates 3 are perpendicular to each other; an I-beam 4 is also provided at the junction of the thick plate body 1 and the second connecting plate 22 to further reinforce the floating structure unit.

[0049] In this solution, compared with other embodiments, the criss-cross columnar structure enables the floating structure unit to have a larger contact area with the waves, and has a better wind and wave resistance effect; and by arranging an I-beam 4 at the junction of the thick plate body 1 and the second connecting plate 22 to prevent the floating structure unit from falling apart, the structural stability is enhanced, and the surface of the I-beam 4 is compounded with a 10 mm thick HDPE sheet to improve the corrosion resistance of the I-beam.

[0050] In addition, under the inventive spirit of the present invention, the specific embodiments of the low dew point dehumidification component, low dew point dehumidification module and low dew point dehumidification system of the present invention can also add new variants on the basis of the above embodiments, for example: the cross-sectional shape of the column structure of the floating structure unit can be trapezoidal, rectangular or other shapes. The other components and the connection methods between the components are the same as the embodiments described above in the present invention, and will not be repeated here due to space reasons. However, it should be understood that these components and the connection methods between the components can be introduced into the variant as equivalent embodiments.

[0051] In this specification, the same or similar parts between the various embodiments can be referred to each other, and each embodiment focuses on the differences from other embodiments. In particular, for the embodiments described later, the description is relatively simple, and the relevant parts can be referred to the partial description of the previous embodiments.

[0052] The above are only specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto. Any changes or substitutions that can be easily thought of by a person skilled in the art within the technical scope disclosed by the present invention should be included in the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims

1. A wind and wave resistant floating structure, characterized in that: The floating structure unit comprises at least one connection unit and at least one floating structure unit, wherein the floating structure unit comprises at least one wind and wave resistant floating thick plate, and the floating structure unit is a columnar structure with certain length, width and height dimensions formed by combination; the floating structure units are fixedly connected by the connection unit; The wind and wave resistant floating slab comprises: A thick plate body, with wind and wave resistant modules distributed vertically and horizontally on the surface, the wind and wave resistant modules comprising 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 position of the water-permeable holes, and the shape of the protrusions corresponds to the shape of the water-permeable holes; The reinforcing rib is a long strip structure and is arranged 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.

2. The wind and wave resistant floating structure according to claim 1, characterized in that: The protrusions are formed on the surface of the thick plate body and form an angle of 60° to 90° with the thick plate body; at least two protrusions are adjacent to one water-permeable hole, and the shape combination of the plurality of protrusions corresponds 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 arranged on both sides of the thick plate body, the reinforcing ribs on one side are arranged longitudinally, and the reinforcing ribs on the other side are arranged transversely.

4. The wind and wave resistant floating structure according to claim 1, characterized in that: The connection unit is a plate-like structure, and the connection units are 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 a triangle.

5. The wind and wave resistant floating structure according to claim 4, characterized in that: The connecting unit includes a water-permeable hole, a slot and a connecting hole, and the wind-wave resistant floating thick plate includes a clamping block, and the wind-wave resistant floating thick plate is connected to the slot of the connecting unit through the clamping block; a plurality of the connecting units are parallel to each other, and a plurality of the connecting units are fixedly connected by inserting a connecting rod into the connecting hole.

6. The wind and wave resistant floating structure according to claim 4, characterized in that: It comprises at least two floating structure units; in two adjacent floating structure units, one side of the columnar structure of one floating structure unit is provided with at least two thick plate bodies, gaps are left between the plurality of the thick plate bodies, and in the other adjacent floating structure unit, at least one thick plate body is provided corresponding to the gap position.

7. The wind and wave resistant floating structure according to claim 1, characterized in that: The floating structure 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 in the shape of a tic-tac-toe; at least one wave-blocking plate is provided between two of the 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.

8. A wind-wave resistant floating breakwater, comprising at least one wind-wave resistant floating structure as described in any one of claims 1 to 7, a connecting device and an anchoring device, wherein a plurality of the wind-wave resistant floating structures are connected to each other via the connecting device and are connected to the seabed via the anchoring device, and the connecting device is made of a flexible material.

9. A wind and wave resistant floating marine facility protection system, comprising at least one wind and wave resistant floating structure according to any one of claims 1 to 7, monitoring equipment, an alarm, and active and passive driving equipment.

10. A wind and wave resistant floating offshore platform, comprising at least two wind and wave resistant floating structures according to any one of claims 1 to 7, wherein a plurality of the wind and wave resistant floating structures are connected to each other to form a planar structure.

Citation Information

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