Floating platform fluctuation stabilizing structure
By setting up a limit steel structure on the embankment wall and a sliding rolling structure bracket on the floating platform, the problem of unstable connection between the floating platform in water with large water conditions is solved, and the stable ups and downs of the floating platform under different water conditions is achieved.
Patent Information
- Application Number
- CN202421869048.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-02
- Publication Date
- 2025-05-30
- Estimated Expiration
- 2034-08-02
AI Technical Summary
In the existing floating platform, in water bodies with large water conditions, the hinge structure is difficult to adapt to the ups and downs of the water bodies and is easily torn, and lacks an effective stable connection solution.
A floating platform fluctuation stable structure is designed, including setting up an H-shaped or I-shaped limit steel structure on the embankment wall, and setting up a pair of brackets on the floating platform. One end of the bracket is connected to the floating platform and a sliding rolling structure is provided at the other end. The sliding rolling structure is limited to the notch of the limit steel structure, and slides up and down in the notch as the floating platform floats up and down.
This structure allows the floating platform to follow up the ups and downs to the maximum extent under hydraulic fluctuations, avoids hard connections with the embankment walls, reduces the risk of structural damage, and achieves stable connections under different water conditions.
Smart Images
Figure CN222921733U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of floating platforms, in particular to a floating platform fluctuation stabilizing structure.
Background Art
[0002] The water leisure platform is a platform structure extending onto the water surface for the purposes of catering and entertainment, sightseeing tourism, and holiday tourism. It is mostly a floating platform, often called a floating dock, and is generally formed by connecting multiple floating barrels.
[0003] At the position close to the shore, the floating dock is usually connected to the shore dam through a connection structure. Specifically, it is connected to the dam wall. During use, due to water conditions, the floating dock will fluctuate up and down following the fluctuations of the water in the vertical direction. If the connection structure is set as a rigid connection structure, then the connection structure will impose a rigid limit on the up and down floating of the floating dock. When the water conditions fluctuate greatly, it is easy to be strongly pulled and damaged during the fluctuations, resulting in damage to the floating barrels or the connection structure. Therefore, a hinge structure is adopted at the connection with the dam. However, during long-term use, we found that in water bodies with good water conditions, the movement range of the hinge structure can adapt to the undulations of the water body. However, in water bodies with large fluctuations in water conditions, the movement range of the hinge structure still cannot adapt to the undulations of the water body and is easily damaged. Currently, for water bodies with up and down undulations and large height differences, there has not been a good solution for the connection between the floating dock and the dam. In view of the above problems, the applicant has proposed a solution.
Content of the Utility Model
[0004] The utility model aims to solve at least one of the technical problems existing in the prior art. For this purpose, the utility model proposes a floating platform fluctuation stabilizing structure, and the technical solution adopted is as follows:
[0005] A floating platform fluctuation stabilizing structure includes a limiting steel structure arranged on the dam wall and a pair of brackets connected to the floating dock; the limiting steel structure is in the shape of an H or an I, and is vertically arranged on the side of the dam wall facing the floating dock along the height direction of the dam wall. The limiting steel structure is perpendicular to the floating dock in the top view direction and has a pair of symmetrically arranged notches; one end of the bracket is connected to the floating dock, and the other end is provided with a sliding and rolling structure. The pair of sliding and rolling structures provided on the pair of brackets are respectively limited in the pair of notches of the limiting steel structure and slide up and down in the notches following the up and down floating of the bracket.
[0006] In a further improved solution, the limiting steel structure is an H-shaped steel or an I-shaped steel.
[0007] In a further improved solution, the sliding and rolling structure is a roller or a drum rollingly connected to the bracket.
[0008] In a further improvement scheme, the bracket is in the shape of a "7", one end of which is connected to the floating platform, and the other end extends horizontally into the notch of the limiting steel structure.
[0009] In a further improvement scheme, the floating platform is composed of a plurality of floating cylinders connected together; a pair of brackets are connected with a transverse connecting rod at the other end far from the sliding and rolling structure, and both ends of the transverse connecting rod are respectively connected to two floating cylinders of the floating platform.
[0010] In a further improvement scheme, connecting bolts are respectively arranged at both ends of the transverse connecting rod, and the pair of connecting bolts are respectively connected to the connecting ears of the two floating cylinders.
[0011] In a further improvement scheme, a pair of seat supports are arranged on the side of the transverse connecting rod facing away from the floating platform, and the pair of seat supports are respectively supported on the back sides of the brackets.
[0012] Compared with the prior art, the beneficial effects of the present utility model are as follows:
[0013] The present utility model provides a limiting steel structure in the shape of an H or an I on the dam wall. In this way, there are notches on both sides of the limiting steel structure. The sliding and rolling structures arranged on a pair of brackets connected to the floating platform are limited in the notches. When the floating platform rises and falls under hydraulic fluctuations, the brackets follow the floating platform to rise and fall, and at the same time drive the sliding and rolling structures to slide and roll up and down in the notches. The floating platform has no connection relationship with the dam wall and is restricted in the notches. The range of its rising and falling fluctuations is not restricted and can follow the floating platform to rise and fall to the maximum extent. The structure is simple and reasonable.
Description of the Drawings
[0014] The above and / or additional aspects and advantages of the present utility model will become obvious and easy to understand from the following description of the embodiments in conjunction with the accompanying drawings, in which:
[0015] Figure 1 is the structural schematic diagram of the embodiment of the present utility model Figure 1 ;
[0016] Figure 2 is the structural schematic diagram of the embodiment of the present utility model Figure 2 。
[0017] Main element symbol description:
[0018] 10, dam wall; 20, floating platform; 21, floating cylinder; 30, limiting steel structure; 31, notch; 40, bracket; 50, roller; 60, transverse connecting rod; 70, seat support.
Detailed Embodiment
[0019] Embodiments of the present utility model will be described in detail below. The illustrated embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals denote the same or similar elements or elements having the same or similar functions throughout.
[0020] The orientation shown in the accompanying drawings should not be construed as limiting the specific protection scope of the present utility model. It is only for reference and understanding of the preferred embodiments. The positions of the product components shown in the drawings can be changed, the quantity can be increased, or the structure can be simplified.
[0021] The "connection" described in the specification and the "connection" relationship between the components shown in the accompanying drawings can be understood as fixedly connected, detachably connected, or integrally formed connections; it can be directly connected or connected through an intermediate medium. Those of ordinary skill in the art can understand the connection relationship according to specific circumstances and can obtain different implementation manners such as screwing, riveting, welding, clamping, or embedding for substitution in a suitable manner.
[0022] The orientation terms such as up, down, left, right, top, bottom, etc. described in the specification and the orientation shown in the accompanying drawings, the components can be in direct contact or in contact through other features between them; for example, being above can be directly above or obliquely above, or it only means higher than other objects; the same can be analogously understood for other orientations.
[0023] The manufacturing materials of the components with solid shapes shown in the specification and the accompanying drawings can be metal materials, non-metal materials, or other synthetic materials; the machining processes for the components with solid shapes can be stamping, forging, casting, wire cutting, laser cutting, casting, injection molding, numerical milling, 3D printing, machining, etc.; those of ordinary skill in the art can adaptively select or combine the selection according to different processing conditions, costs, and precisions, but are not limited to the above materials and manufacturing processes.
[0024] The present utility model is a floating platform fluctuation stabilizing structure. As Figure 1 、 2 shown, it includes a limiting steel structure 30 provided on the dike wall 10 and a pair of brackets 40 connected to the floating platform 20; the limiting steel structure 30 is in the shape of an H or an I. Specifically, the limiting steel structure 30 is an H-shaped steel or an I-shaped steel, which is vertically arranged along the height direction of the dike wall 10 on the side of the dike wall 10 facing the floating platform 20. The limiting steel structure 30 is perpendicular to the floating platform 20 in the top view direction and has a pair of symmetrically arranged notches 31; one end of the bracket 40 is connected to the floating platform 20, and the other end is provided with a sliding and rolling structure. The pair of sliding and rolling structures provided on the pair of brackets 40 are respectively limited in the pair of notches 31 of the limiting steel structure 30 and slide and roll up and down in the notches 31 following the up and down floating of the bracket 40.
[0025] In the present utility model, an H-shaped or I-shaped limiting steel structure 30 is provided on the embankment wall 10 of the dam. In this way, there are notches 31 on both sides of the limiting steel structure 30. The sliding and rolling structures provided on a pair of brackets 40 connected to the floating platform 20 are limited within the notches 31. When the floating platform 20 undulates up and down under hydraulic fluctuations, the brackets 40 follow the floating platform 20 to undulate up and down, and at the same time drive the sliding and rolling structures to slide and roll up and down within the notches 31. The floating platform 20 has no connection relationship with the embankment wall 10 and is restricted within the notches 31. The range of its undulating activities is not restricted and can follow the floating platform 20 to undulate to the greatest extent. The structure is simple and reasonable.
[0026] In some embodiments of the present application of the present utility model, the sliding and rolling structure is a roller or a drum 50 that is rollingly connected to the bracket 40. In the embodiments as shown in Figure 1 , 2 , the sliding and rolling structure is a drum 50.
[0027] In some embodiments of the present application of the present utility model, as shown in Figures 1 to 2 , the bracket 40 is in a "7" shape. One end of it is connected to the floating platform 20, and the other end extends horizontally into the notch 31 of the limiting steel structure 30. The "7"-shaped bracket 40 and the H-shaped or I-shaped limiting steel structure 30 restrict each other to prevent the sliding and rolling structure from slipping out of the notch 31.
[0028] In some embodiments of the present application of the present utility model, as shown in Figures 1 to 2 , the floating platform 20 is composed of a plurality of floating cylinders 21 connected; a pair of brackets 40 are connected with a transverse connecting rod 60 at the other end far from the sliding and rolling structure. The two ends of the transverse connecting rod 60 are respectively connected to two floating cylinders 21 of the floating platform 20. Specifically, connection bolts are respectively provided at the two ends of the transverse connecting rod 60, and the pair of connection bolts are respectively connected to the connection ears of the two floating cylinders 21.
[0029] In order to strengthen the connection strength between the transverse connecting rod 60 and the bracket 40, in some embodiments of the present application of the present utility model, as shown in Figures 1 to 2 , a pair of seat supports 70 are provided on the side of the transverse connecting rod 60 facing away from the floating platform 20, and the pair of seat supports 70 are respectively supported on the back side of the bracket 40.
[0030] Although the present utility model has been described in detail with reference to the above embodiments, it is obvious to those skilled in the art through the present disclosure that various changes or modifications can be made to the present utility model without departing from the principle and spirit scope of the present utility model defined by the claims. Therefore, the detailed description of the embodiments of the present disclosure is only used for explanation, rather than for limiting the present utility model, and the scope of protection is defined by the content of the claims.
Claims
1. A floating platform wave stabilization structure, characterized in that: The invention comprises a limiting steel structure (30) arranged on the embankment wall (10), and a pair of brackets (40) connected to the floating platform (20); the limiting steel structure (30) is H-shaped or I-shaped, and is vertically arranged on the side of the embankment wall (10) facing the floating platform (20) along the height direction of the embankment wall (10); the limiting steel structure (30) is arranged perpendicular to the floating platform (20) in the top view direction, and has a pair of symmetrically arranged notches (31); one end of the bracket (40) is connected to the floating platform (20), and the other end is provided with a sliding rolling structure, and the pair of sliding rolling structures provided on the pair of brackets (40) are respectively limited in a pair of notches (31) of the limiting steel structure (30), and slide and roll up and down in the notches (31) following the up and down floating of the brackets (40).
2. A floating platform wave stabilization structure according to claim 1, characterized in that: The limiting steel structure (30) is an H-shaped steel or an I-shaped steel.
3. A floating platform wave stabilization structure according to claim 1, characterized in that: The sliding rolling structure is a roller or a drum (50) which is rollingly connected to the bracket (40).
4. The floating platform wave stabilization structure according to claim 1, characterized in that: The bracket (40) is in the shape of a letter "7", one end of which is connected to the floating platform (20), and the other end of which extends transversely into the notch (31) of the limiting steel structure (30).
5. The floating platform wave stabilization structure according to claim 1, characterized in that: The floating platform (20) is composed of a plurality of buoys (21) connected together; a pair of brackets (40) are connected to a transverse connecting rod (60) at the other end away from the sliding and rolling structure, and the two ends of the transverse connecting rod (60) are respectively connected to the two buoys (21) of the floating platform (20).
6. A floating platform wave stabilization structure according to claim 5, characterized in that: Connecting bolts are respectively provided at the two ends of the transverse connecting rod (60), and the pair of connecting bolts are respectively connected to the connecting ears of the two buoys (21).
7. The floating platform wave stabilization structure according to claim 5, characterized in that: The transverse connecting rod (60) is provided with a pair of seats (70) on the side away from the floating platform (20), and the pair of seats (70) are respectively supported on the back side of the bracket (40).