Floating platform fluctuation limiting structure

Abstract

The utility model provides a floating platform fluctuation limiting structure which comprises a sliding channel arranged on a dike wall and a connecting rod connected to a floating platform. The sliding channel is vertically arranged on the side face, facing the floating platform, of the dike wall and arranged in the height direction of the dike wall, one end of the connecting rod is fixedly connected with the floating platform, the other end of the connecting rod is connected with a sliding rolling structure, and the sliding rolling structure is limited in the sliding channel and can slide and roll in the sliding channel along with up-down floating of the floating platform. When the floating platform fluctuates up and down under hydraulic fluctuation, the connecting rod fluctuates up and down along with the floating platform and drives the sliding rolling structure to slide up and down in the sliding channel at the same time, and due to the fact that the connecting rod is not connected with the embankment wall and is limited in the sliding channel on the embankment wall side only through the sliding rolling structure, the fluctuation movement range of the connecting rod is not limited; the floating platform can be limited to move in the horizontal direction, the floating platform can fluctuate with the maximum amplitude, and the structure is simple, reasonable and practical.

Description

Technical Field

[0001] The utility model relates to the technical field of floating platforms, in particular to a floating platform fluctuation limiting 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 vacation tourism. It is mostly a floating platform, often called a floating dock, and is generally composed of multiple floating barrels connected together.

[0003] At the position near 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 condition fluctuates greatly, it is easy to be strongly pulled and damaged during the fluctuation, 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 undulation 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 undulation 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 limiting structure, and the technical solution adopted is as follows:

[0005] A floating platform fluctuation limiting structure includes a sliding channel arranged on the dam wall and a connecting rod connected to the floating dock; the sliding channel is vertically arranged on the side of the dam wall facing the floating dock and is arranged along the height direction of the dam wall. One end of the connecting rod is fixedly connected to the floating dock, and the other end is connected with a sliding rolling structure. In the top view direction, the connecting rod is perpendicular to the sliding channel. The sliding rolling structure is limited within the sliding channel and can slide and roll within the sliding channel following the up and down floating of the floating dock.

[0006] In a further improved solution, the dam wall is provided with a groove-shaped long slot on the side facing the floating dock. The opening of the long slot faces the floating dock side, and limiting plates are arranged on both sides of the opening to limit the space within the long slot to form a sliding channel.

[0007] In a further improved solution, the sliding rolling structure includes a roller connected to the end of the connecting rod.

[0008] In a further improvement scheme, a mounting shaft is provided at the end of the connecting rod. The mounting shaft is perpendicular to the connecting rod, and the mounting shaft passes through the end of the connecting rod and is disposed on both sides of the end of the connecting rod. Drums are provided on both sides of the mounting shaft.

[0009] In a further improvement scheme, the sliding and rolling structure includes rollers provided on both sides of the end of the connecting rod.

[0010] In a further improvement scheme, a mounting shaft is provided at the end of the connecting rod. The mounting shaft is perpendicular to the connecting rod, and the mounting shaft passes through the end of the connecting rod and is disposed on both sides of the end of the connecting rod. Rollers are provided on both sides of the mounting shaft.

[0011] In a further improvement scheme, the floating platform is composed of a plurality of floating cylinders connected together; a transverse connecting rod is vertically connected to the other end of the connecting rod away 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.

[0012] In a further improvement scheme, connecting bolts are respectively provided at both ends of the transverse connecting rod, and the pair of connecting bolts are respectively connected to the connecting ears of two floating cylinders.

[0013] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0014] The present utility model provides a sliding channel on the embankment wall of the dam. A connecting rod is connected to the floating platform, and a sliding and rolling structure is connected to the other end of the connecting rod. The sliding and rolling structure is restricted in the sliding channel. When the floating platform fluctuates up and down under hydraulic fluctuations, the connecting rod follows the floating platform up and down, and at the same time drives the sliding and rolling structure to slide and roll up and down in the sliding channel. Since the connecting rod is not connected to the embankment wall, but is only restricted in the sliding channel on the side of the embankment wall through the sliding and rolling structure, the range of its undulating activity is not restricted. It can not only restrict the floating platform from wandering in the horizontal direction, but also follow the floating platform to fluctuate to the greatest extent. The structure is simple and reasonable, and can effectively protect the connecting rod and the floating platform.

Description of the Drawings

[0015] The above and / or additional aspects and advantages of the present utility model will become obvious and easy to understand from the description of the embodiments in conjunction with the following drawings, in which:

[0016] Figure 1 is the structural schematic diagram of Embodiment 1 of the present utility model Figure 1 ;

[0017] Figure 2 is the structural schematic diagram of Embodiment 1 of the present utility model Figure 2 ;

[0018] Figure 3Structural schematic diagram of the first embodiment of the present utility model Figure 3 ;

[0019] Figure 4 It is a structural schematic diagram of the second embodiment of the present utility model.

[0020] Main element symbol description:

[0021] 10. Dike wall; 20. Floating platform; 21. Buoy; 30. Sliding channel; 40. Connecting rod; 50. Long groove; 51. Limiting plate; 60. Mounting shaft; 70. Drum; 80. Roller; 90. Transverse connecting rod.

Specific implementation manner

[0022] The embodiments of the present utility model will be described in detail below. The illustrated embodiments are shown in the accompanying drawings, where the same or similar reference numerals represent the same or similar elements or elements with the same or similar functions throughout.

[0023] The orientation shown in the 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.

[0024] The "connection" described in the specification and the "connection" relationship between the components shown in the drawings can be understood as fixedly connected, detachably connected, or integrally formed; 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 the specific situation and can obtain different implementation methods such as screwing, riveting, welding, clamping, or embedding for substitution in a suitable manner.

[0025] The upper, lower, left, right, top, bottom and other orientation words described in the specification and the orientation shown in the drawings, each component 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 being higher than other objects; the same can be analogously understood for other orientations.

[0026] The manufacturing materials of the components with solid shapes shown in the specification and the 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.

[0027] The present utility model is a floating platform fluctuation limiting structure. In the first and second embodiments, as Figures 1 to 4As shown in the figure, it includes a sliding channel 30 provided on the dike wall 10 and a connecting rod 40 connected to the floating platform 20. The sliding channel 30 is vertically arranged on the side of the dike wall 10 facing the floating platform 20 and is arranged along the height direction of the dike wall 10. One end of the connecting rod 40 is fixedly connected to the floating platform 20, and the other end is connected with a sliding and rolling structure. In the top view direction, the connecting rod 40 is perpendicular to the sliding channel 30. The sliding and rolling structure is limited within the sliding channel 30 and can slide and roll within the sliding channel 30 as the floating platform floats up and down.

[0028] In the utility model, a sliding channel 30 is arranged on the dike wall 10 of the dike, a connecting rod 40 is connected to the floating platform 20, a sliding and rolling structure is connected to the other end of the connecting rod 40, and the sliding and rolling structure is limited within the sliding channel 30. When the floating platform 20 rises and falls under the hydraulic fluctuation, the connecting rod 40 rises and falls with the floating platform 20, and at the same time drives the sliding and rolling structure to slide and roll up and down within the sliding channel 30. Since the connecting rod 40 is not connected to the dike wall 10 and is only limited within the sliding channel 30 on the side of the dike wall 10 through the sliding and rolling structure, its range of rising and falling fluctuations is not restricted. It can not only limit the floating platform 20 from wandering in the horizontal direction, but also follow the floating platform 20 to rise and fall to the greatest extent. The structure is simple and reasonable, and can effectively protect the connecting rod 40 and the floating platform 20.

[0029] In Embodiment 1 and Embodiment 2 of the application of the utility model, as Figures 1 to 4 shown, a groove-shaped long slot 50 is provided on the side of the dike wall 10 facing the floating platform 20. The opening of the long slot 50 faces the floating platform 20 side, and limiting plates 51 are provided on both sides of the opening to limit the space within the long slot 50 to form a sliding channel 30.

[0030] In Embodiment 1 of the application of the utility model, as Figures 1 to 3 shown, the sliding and rolling structure includes a roller 70 connected to the end of the connecting rod 40. Specifically, a mounting shaft 60 is provided at the end of the connecting rod 40. The mounting shaft 60 is perpendicular to the connecting rod 40 and passes through the end of the connecting rod 40 and is arranged on both sides of the end of the connecting rod 40. Rollers 70 are rotatably mounted on both sides of the mounting shaft 60.

[0031] In Embodiment 2 of the application of the utility model, as Figure 4 shown, the sliding and rolling structure includes rollers 80 provided on both sides of the end of the connecting rod 40. Specifically, a mounting shaft 60 is provided at the end of the connecting rod 40. The mounting shaft 60 is perpendicular to the connecting rod 40 and passes through the end of the connecting rod 40 and is arranged on both sides of the end of the connecting rod 40. Rollers 80 are provided on both sides of the mounting shaft 60.

[0032] In some embodiments of the present utility model application, such as Figures 1 to 4 As shown, the floating platform 20 is composed of a plurality of floating cylinders 21 connected together; at the other end of the connecting rod 40 far from the sliding rolling structure, there is a horizontally connected transverse link 90, and both ends of the transverse link 90 are respectively connected to two floating cylinders 21 of the floating platform 20, and the horizontal connection is longitudinally branched and connected to two floating cylinders 21 of the floating platform 20, ensuring the balance and stability of the connection. Specifically, connection bolts are respectively provided at both ends of the transverse link 90, and the pair of connection bolts are respectively connected to the connection ears of two floating cylinders 21.

[0033] 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 fluctuation limiting structure, characterized in that: The invention comprises a sliding channel (30) arranged on a dike wall (10) and a connecting rod (40) connected to a floating platform (20); the sliding channel (30) is vertically arranged on the side of the dike wall (10) facing the floating platform (20) and arranged along the height direction of the dike wall (10); one end of the connecting rod (40) is fixedly connected to the floating platform (20), and the other end is connected to a sliding rolling structure; the connecting rod (40) is arranged perpendicular to the sliding channel (30) in a top view direction; the sliding rolling structure is limited in the sliding channel (30) and can slide and roll in the sliding channel (30) as the floating platform (20) floats up and down.

2. A floating platform fluctuation limiting structure according to claim 1, characterized in that: The embankment wall (10) is provided with a groove-shaped long groove (50) on the side facing the floating platform (20), the opening of the long groove (50) faces one side of the floating platform (20), and limiting plates (51) are provided on both sides of the opening to limit the space in the long groove (50) to form a sliding channel (30).

3. A floating platform fluctuation limiting structure according to claim 1, characterized in that: The sliding rolling structure comprises a roller (70) connected to the end of a connecting rod (40).

4. A floating platform fluctuation limiting structure according to claim 3, characterized in that: A mounting shaft (60) is provided at the end of the connecting rod (40). The mounting shaft (60) is arranged perpendicular to the connecting rod (40), and the mounting shaft (60) passes through the end portion of the connecting rod (40) and is arranged on both sides of the end of the connecting rod (40). Rollers (70) are provided on both sides of the mounting shaft (60).

5. The floating platform fluctuation limiting structure according to claim 1 is characterized in that: The sliding rolling structure comprises rollers (80) arranged on both sides of the end of the connecting rod (40).

6. A floating platform fluctuation limiting structure according to claim 5, characterized in that: A mounting shaft (60) is provided at the end of the connecting rod (40). The mounting shaft (60) is arranged perpendicular to the connecting rod (40), and the mounting shaft (60) passes through the end portion of the connecting rod (40) and is arranged on both sides of the end of the connecting rod (40). Rollers (80) are provided on both sides of the mounting shaft (60).

7. The floating platform fluctuation limiting structure according to claim 1 is characterized in that: The floating platform (20) is composed of a plurality of buoys (21) connected together; the connecting rod (40) is provided with a vertically connected transverse connecting rod (90) at the other end away from the sliding and rolling structure, and the two ends of the transverse connecting rod (90) are respectively connected to the two buoys (21) of the floating platform (20).

8. A floating platform fluctuation limiting structure according to claim 7, characterized in that: Connecting bolts are respectively provided at the two ends of the transverse connecting rod (90), and the pair of connecting bolts are respectively connected to the connecting ears of the two buoys (21).

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