Combined floating breakwater structure
By setting up a connection mechanism and a flexible connection mesh on the floating box body of the floating breakwater, the problem of reducing stability caused by loose connection of the floating box is solved, and stronger connection strength and stability are achieved, wave conduction is slowed down, and the fixedness of the floating box is improved.
Patent Information
- Application Number
- CN202420770668.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-15
- Publication Date
- 2025-03-11
- Estimated Expiration
- 2034-04-15
AI Technical Summary
When used, the existing floating breakwaters are loose due to the loose connection between the floating boxes, resulting in reduced stability and it is difficult to adapt to the ups and downs of the waves.
A combined floating breakwater structure is adopted, by setting a connection mechanism and a flexible connection mesh cloth on the outer surface wall of the floating box body, and a combined structure of screws, sliders and extrusion plates is used to realize the fixed clamping installation of the flexible connection mesh cloth, increasing the spacing between the floating boxes to slow down wave conduction.
The connection strength and stability between the floating box body is improved, the wave conduction speed is slowed down, and the wave interference to the structure is reduced. At the same time, by setting up steel pipe piles and anchor chains, the fixedness of the floating box is increased to prevent the floating box from moving with the waves.
Smart Images
Figure CN222594726U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of breakwaters, in particular to a combined floating breakwater structure. Background Art
[0002] Floating breakwaters can adapt to situations with large water depths, weak foundations, large tidal ranges, and the introduction of water exchange to improve port water quality, and are receiving increasing attention at home and abroad. Floating breakwaters can be used as permanent or temporary structures, and have broad application prospects in the fields of protecting deep-water port and wharf waters, as temporary berthing docks for ships, protecting aquaculture and seaside bathing waters, protecting offshore construction sites, protecting offshore military mobile wharf waters, and as wave-breaking measures for maritime disaster prevention and emergency response.
[0003] When using existing floating breakwaters, it is often necessary to splice multiple pontoons together. However, as the waves rise and fall, the connected pontoons may become loose, thereby reducing the stability between the pontoons. Therefore, a combined floating breakwater structure is needed. Utility Model Content
[0004] The utility model aims to solve the problems in the prior art and proposes a combined floating breakwater structure.
[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical solution: a combined floating breakwater structure, including two pontoon bodies, the outer walls of the two pontoon bodies are both provided with connecting mechanisms, and a flexible connecting mesh is provided between the opposite sides of the two connecting mechanisms.
[0006] Preferably, the connecting mechanism includes a casing, an inner wall of the casing is rotatably connected to a first screw rod, the inner wall of the casing is fixedly mounted with two sliding rods, an outer wall of the first screw rod is threadedly connected to a slider, and the slider is slidably connected to the two sliding rods.
[0007] Preferably, a rotating plate is movably inserted at the top of the casing, and the output shaft of the rotating plate passes through the inner wall of the casing and is fixedly connected to one end of the outer wall of the first screw.
[0008] Preferably, a group of second screws are fixedly mounted on the bottom end of the inner wall of the casing, an extrusion plate is fixedly mounted on one end of the outer wall of the sliding block, and a group of jacks are penetrated through the top end of the extrusion plate.
[0009] Preferably, a group of the jacks are matched with a group of second screw rods respectively, and the outer walls of a group of the second screw rods are all threadedly connected with nuts.
[0010] Preferably, four fixing rings are fixedly installed on the bottom end of the pontoon body, the inner walls of the four fixing rings are provided with connecting rings, the outer walls of the four connecting rings are fixedly installed with anchor chains, the bottom ends of the four anchor chains are fixedly installed with flanges, and the bottom ends of the four flanges are provided with steel pipe piles.
[0011] Preferably, the casing is fixedly connected to the buoyancy box body, and the outer surface wall of the flexible connecting mesh is provided with a group of through holes.
[0012] Compared with the prior art, the advantages and positive effects of the utility model are:
[0013] 1. In the utility model, when two pontoon bodies need to be connected, first insert the through hole of the flexible connection mesh into the second screw, then rotate the rotating plate, the rotating plate drives the first screw to rotate, the first screw drives the slider to move downward during the rotation process, and the slider drives the extrusion plate to move downward when the slider moves downward, the jack passes through the second screw during the movement of the extrusion plate, and then the flexible connection mesh is extruded, after the extrusion plate and the flexible connection mesh are extruded, the nut is placed on the top of the second screw, and then the nut is rotated, and the nut moves downward to fix the extrusion plate, thereby improving the stability of the extrusion plate, and at the same time, the extrusion plate and multiple nuts are provided to improve the connection strength between the flexible connection mesh and the pontoon body, when one end of the flexible connection mesh is connected to one pontoon body, repeat the above operation, and the flexible connection mesh can be connected to the other pontoon body, and the use of the flexible connection mesh at the same time results in a certain distance between the two pontoon bodies, and the certain distance can make the pontoon body have a certain degree of freedom when floating and shaking. This helps to slow down the wave conduction speed and reduce the interference of waves on the structure.
[0014] 2. In the utility model, a plurality of steel pipe piles and a plurality of anchor chains are arranged at the bottom of the pontoon body, and when the pontoon needs to be fixed, the plurality of steel pipe piles can be inserted into the seabed, thereby improving the stability of the pontoon body and preventing the pontoon body from moving with the ups and downs of the waves. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is a schematic diagram of the overall structure of a combined floating breakwater structure proposed by the utility model;
[0016] Figure 2 This is a schematic diagram of the overall structure of a combined floating breakwater structure proposed by the utility model from another perspective;
[0017] Figure 3 This is a schematic diagram of a connection mechanism and a flexible connection mesh in a combined floating breakwater structure proposed by the utility model;
[0018] Figure 4The utility model is a partial structural schematic diagram of a connecting mechanism in a combined floating breakwater structure.
[0019] Legend: 1. pontoon body; 2. connecting mechanism; 201. casing; 202. first screw; 203. sliding rod; 204. rotating plate; 206. sliding block; 207. second screw; 208. extrusion plate; 209. socket; 210. nut; 3. flexible connecting mesh; 4. fixing ring; 5. connecting ring; 6. anchor chain; 7. flange; 8. steel pipe pile. DETAILED DESCRIPTION
[0020] In order to more clearly understand the above-mentioned purpose, features and advantages of the utility model, the utility model is further described below in conjunction with the accompanying drawings and embodiments. It should be noted that the embodiments of the present application and the features in the embodiments can be combined with each other without conflict.
[0021] In the following description, many specific details are set forth to facilitate a full understanding of the present invention. However, the present invention may also be implemented in other ways than those described herein. Therefore, the present invention is not limited to the specific embodiments of the following disclosure.
[0022] Embodiment 1, as Figure 1-Figure 4 As shown, the utility model provides a combined floating breakwater structure, including two pontoon bodies 1, the outer walls of the two pontoon bodies 1 are both provided with connecting mechanisms 2, and a flexible connecting mesh 3 is provided between opposite sides of the two connecting mechanisms 2.
[0023] The effect achieved by the entire embodiment 1 is that when two buoyancy boxes 1 need to be connected, the flexible connection mesh 3 is fixed, clamped and installed through two connection mechanisms 2, and the flexible connection mesh 3 is used at the same time, resulting in a certain distance between the two buoyancy boxes 1. The certain distance can allow the buoyancy boxes 1 to have a certain degree of freedom when floating and shaking. This helps to slow down the wave transmission speed and reduce the interference of waves on the structure.
[0024] Embodiment 2, as Figure 1-Figure 4As shown, the connection mechanism 2 includes a housing 201, the inner wall of the housing 201 is rotatably connected with a first screw rod 202, the inner wall of the housing 201 is fixedly installed with two slide rods 203, the outer wall of the first screw rod 202 is threadedly connected with a slider 206, and the slider 206 is slidably connected with the two slide rods 203. A rotating plate 204 is movably inserted at the top of the housing 201, and the output shaft of the rotating plate 204 passes through the inner wall of the housing 201 and is fixedly connected with one end of the outer wall of the first screw rod 202. A group of second screw rods 207 are fixedly installed at the bottom end of the inner wall of the housing 201, and an extrusion plate 208 is fixedly installed at one end of the outer wall of the slider 206, and a group of jacks 209 are opened through the top of the extrusion plate 208. The group of jacks 209 are matched with a group of second screw rods 207 respectively, and the outer walls of the group of second screw rods 207 are all threadedly connected with nuts 210. Four fixing rings 4 are fixedly installed at the bottom end of the pontoon body 1, and the inner walls of the four fixing rings 4 are provided with connecting rings 5, and the outer walls of the four connecting rings 5 are fixedly installed with anchor chains 6, and the bottom ends of the four anchor chains 6 are fixedly installed with flanges 7, and the bottom ends of the four flanges 7 are provided with steel pipe piles 8. The casing 201 is fixedly connected to the pontoon body 1, and the outer wall of the flexible connecting mesh 3 is provided with a group of through holes.
[0025] The effect achieved by the entire embodiment 2 is that a plurality of steel pipe piles 8 are arranged at the bottom of the pontoon body 1, and a plurality of anchor chains 6 are arranged. When the pontoon body 1 needs to be fixed, a plurality of steel pipe piles 8 can be inserted into the seabed, thereby improving the stability of the pontoon body 1 and preventing the pontoon body 1 from moving with the ups and downs of the waves. At the same time, a connecting ring 5 is arranged to facilitate the angle change of the anchor chain 6. At the same time, a plurality of steel pipe piles 8 can be inserted into the seabed according to the situation. These redundant steel pipe piles 8 may not be fixedly connected to the anchor chain 6. When the anchor chain 6 needs to change its angle, the anchor chain 6 can be fixedly connected to redundant different steel pipe piles 8, thereby changing the angle of the anchor chain 6 and improving the fixing effect of the pontoon body 1.
[0026] Working principle: When it is necessary to connect two buoyancy chamber bodies 1, first insert the through hole of the flexible connection mesh 3 into the second screw 207, then rotate the rotating plate 204, the rotating plate 204 drives the first screw 202 to rotate, the first screw 202 drives the slider 206 to move downward during the rotation process, the slider 206 drives the extrusion plate 208 to move downward when it moves downward, the insertion hole 209 passes through the second screw 207 during the movement of the extrusion plate 208, and then the flexible connection mesh 3 is squeezed, after the extrusion plate 208 and the flexible connection mesh 3 are squeezed, the nut 210 is placed on the second screw 207 The top, and then turn the nut 210, the nut 210 moves downward to fix the extrusion plate 208, improve the stability of the extrusion plate 208, and at the same time, the extrusion plate 208 and multiple nuts 210 are provided to improve the connection strength between the flexible connection mesh 3 and the pontoon body 1. After one end of the flexible connection mesh 3 is connected to a pontoon body 1, repeat the above operation to connect the flexible connection mesh 3 to another pontoon body 1. At the same time, the flexible connection mesh 3 is used, resulting in a certain distance between the two pontoon bodies 1. The certain distance allows the pontoon body 1 to have a certain degree of freedom when floating and shaking. This helps to slow down the wave conduction speed and reduce the interference of waves on the structure. A plurality of steel pipe piles 8 are provided at the bottom of the pontoon body 1, and a plurality of anchor chains 6 are provided. When the pontoon body 1 needs to be fixed. A plurality of steel pipe piles 8 can be inserted into the seabed, thereby improving the stability of the pontoon body 1 and preventing the pontoon body 1 from moving with the ups and downs of the waves. At the same time, a connecting ring 5 is provided to facilitate the angle change of the anchor chain 6. At the same time, a plurality of steel pipe piles 8 can be inserted into the seabed according to the situation. These redundant steel pipe piles 8 may not be fixedly connected to the anchor chain 6. When the angle of the anchor chain 6 needs to be changed, the anchor chain 6 can be fixedly connected to redundant different steel pipe piles 8, thereby changing the angle of the anchor chain 6 and improving the fixing effect of the pontoon body 1.
[0027] The above description is only a preferred embodiment of the present invention and does not constitute any other form of limitation to the present invention. Any technician familiar with the profession may use the technical contents disclosed above to change or modify them into equivalent embodiments with equivalent changes and apply them to other fields. However, any simple modification, equivalent change and modification made to the above embodiments based on the technical essence of the present invention without departing from the technical solution of the present invention still falls within the protection scope of the technical solution of the present invention.
Claims
1. A combined floating breakwater structure, characterized in that: It comprises two buoyancy chamber bodies (1), the outer walls of the two buoyancy chamber bodies (1) are both provided with connection mechanisms (2), and a flexible connection mesh (3) is provided between opposite sides of the two connection mechanisms (2).
2. A combined floating breakwater structure according to claim 1, characterized in that: The connecting mechanism (2) comprises a casing (201), the inner wall of the casing (201) being rotatably connected to a first screw rod (202), the inner wall of the casing (201) being fixedly mounted with two sliding rods (203), the outer wall of the first screw rod (202) being threadedly connected to a sliding block (206), and the sliding block (206) being slidably connected to the two sliding rods (203).
3. A combined floating breakwater structure according to claim 2, characterized in that: A rotating plate (204) is movably inserted at the top of the casing (201), and an output shaft of the rotating plate (204) penetrates the inner wall of the casing (201) and is fixedly connected to one end of the outer wall of the first screw rod (202).
4. A combined floating breakwater structure according to claim 2, characterized in that: A group of second screw rods (207) are fixedly mounted on the bottom end of the inner wall of the housing (201), an extrusion plate (208) is fixedly mounted on one end of the outer wall of the slider (206), and a group of insertion holes (209) are penetrated through the top end of the extrusion plate (208).
5. A combined floating breakwater structure according to claim 4, characterized in that: A group of the insertion holes (209) are matched with a group of second screw rods (207) respectively, and the outer wall of a group of the second screw rods (207) is threadedly connected with a nut (210).
6. A combined floating breakwater structure according to claim 1, characterized in that: Four fixing rings (4) are fixedly installed at the bottom end of the buoyancy box body (1), the inner walls of the four fixing rings (4) are provided with connecting rings (5), the outer walls of the four connecting rings (5) are fixedly installed with anchor chains (6), the bottom ends of the four anchor chains (6) are fixedly installed with flanges (7), and the bottom ends of the four flanges (7) are provided with steel pipe piles (8).
7. A combined floating breakwater structure according to claim 2, characterized in that: The casing (201) is fixedly connected to the buoyancy tank body (1), and the outer surface wall of the flexible connection mesh (3) is provided with a group of through holes.