Firm ship mooring bollard
By designing a solid marine cable pile with the main support connecting plate and reinforced support fit column, the problems of cable piles in the prior art are solved, and the effects of compact structure, high strength and strong flexibility are achieved.
Patent Information
- Application Number
- CN202422323037.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-24
- Publication Date
- 2025-07-18
- Estimated Expiration
- 2034-09-24
AI Technical Summary
The cable piles in existing marine components cannot move during installation, have poor connection strength, large space, and insufficient flexibility and durability.
A firm type of ship cable pile including the main support connecting plate, the support fit stabilization frame, the cable fit roller and the reinforced support fit column is designed. It is connected with the slide rail through the bottom reinforcement structure to achieve flexible installation and movement, and enhance the connection strength and bearing capacity.
The cable piles have a compact structure and high strength, can be installed and moved flexibly, have high connection strength, strong durability and good bearing capacity.
Smart Images
Figure CN223116547U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of ship components, in particular to a firm ship bollard. Background Technique
[0002] In the existing ship components, when the bollard is installed, it is directly cooperated with the ship body by bolts or welding. During use, the whole cannot be moved, and its flexibility during use is relatively poor. The bollard fastened by bolts has relatively poor connection strength during use, and the space occupied by the main structure of the bollard during use is also relatively large. Content of the Utility Model
[0003] The purpose of the utility model is to provide a firm ship bollard, which has a smaller overall structure volume, better overall flatness and higher structural strength during use. When installed, through two cooperating reinforcement structures arranged at the bottom, it can be cooperated and connected with the slide rail as a whole during installation. During installation and later use, it can be flexibly moved according to needs, with stronger flexibility during use, higher cooperation connection strength, and better bearing capacity after the guide rail combination structure is fastened with fastening bolts, and stronger durability during use.
[0004] The technical solution of the utility model is as follows:
[0005] A firm ship bollard, characterized in that: it includes a main body support connecting plate in the horizontal direction. On the upper left and right sides of the main body support connecting plate, there is respectively a symmetric support cooperation stabilizing frame. The outer side of the support cooperation stabilizing frame is an inclined avoidance slope. Between the support cooperation stabilizing frame and the main body support connecting plate, there is a cable cooperation roller. The outer main body section of the cable cooperation roller is an arc cooperation groove with an opening facing outward. The main body support connecting plate is provided with uniformly distributed overall fixed connection holes. At the position directly below the cable cooperation roller at the lower end of the main body support connecting plate, there is an integrally formed reinforcement support cooperation column. At the lower end of the reinforcement support cooperation column, there is an integrally formed limit combination connection column, and the size of the lower end position of the limit combination connection column is larger than that of the upper end position.
[0006] Further, the support cooperation stabilizing frame has the same width as the main body support connecting plate.
[0007] Further, the size of the upper end position of the limit combination connection column is exactly the same as the size of the lower end position of the reinforcement support cooperation column.
[0008] Further, the limit combination connection column has the same width as the reinforcement support cooperation column and also the same width as the main body support connecting plate.
[0009] Furthermore, the projection of the limit combination connecting column in the front-back direction is an isosceles trapezoid structure.
[0010] Advantages of the present utility model:
[0011] When the present utility model is in use, the overall structure has a smaller volume, better overall flatness, and higher structural strength. When installed, through two cooperating reinforcement structures provided at the bottom, it can be used in cooperation with the slide rail during overall installation. During installation and later use, flexible position movement can be carried out according to needs, with stronger flexibility during use and higher cooperation connection strength. After the guide rail combination structure is fastened with fastening bolts, it has better load-bearing capacity and stronger durability during use. Description of the drawings
[0012] Figure 1 is a three-dimensional structural schematic diagram of the present utility model;
[0013] Figure 2 is a front view schematic diagram of the present utility model;
[0014] Figure 3 is a left side view schematic diagram of the present utility model;
[0015] Figure 4 is a right side view schematic diagram of the present utility model;
[0016] Figure 5 is a top view schematic diagram of the present utility model;
[0017] Figure 6 is a bottom view schematic diagram of the present utility model;
[0018] Figure 7 is a three-dimensional structural schematic diagram of the present utility model in the second direction;
[0019] In the figure: 1, main body support connecting plate; 2, support cooperation stable frame; 3, cable cooperation roller; 4, overall fixed connection hole; 5, reinforcement support cooperation column; 6, limit combination connecting column. Specific embodiments
[0020] Such as Figures 1 to 7As shown in the figure, a firm ship bollard includes a main body support connecting plate 1 in the horizontal direction. On the left and right sides of the upper end of the main body support connecting plate 1, there are respectively a pair of symmetric support and cooperation stabilizing frames 2. The outer sides of the support and cooperation stabilizing frames 2 are inclined avoidance slopes, ensuring a larger space for the outer structure and a smaller space occupied by the overall structure. Between the support and cooperation stabilizing frames 2 and the main body support connecting plate 1, there is a cable cooperation roller 3, which is the main structure for cooperating with the cable during use. The outer main body cross-section of the cable cooperation roller 3 is an arc cooperation groove with an opening facing outwards. On the main body support connecting plate 1, there are uniformly distributed overall fixed connection holes 4 for overall fastening cooperation through this position. At the lower end of the main body support connecting plate 1, exactly below the cable cooperation roller 3, there is an integrally formed reinforcement support cooperation column 5. At the lower end of the reinforcement support cooperation column 5, there is an integrally formed limit combination connection column 6, which forms the second cooperation and stabilization structure during overall installation. During use, it can cooperate with the slide rail for combination, making the overall combination stronger in strength. And during use and installation, it can be flexibly moved in position as needed, with stronger convenience during use and more reliable overall combination and connection firmness. The size of the lower end position of the limit combination connection column 6 is larger than that of the upper end position, having a reliable anti-loosening effect during cooperation, making the fastening safety more reliable and capable of bearing greater forces during use. During use, its overall structure has a smaller volume, better overall flatness, and higher structural strength. When installed, through two cooperating reinforcement structures provided at the bottom, it can be used for cooperative connection with the slide rail during overall installation. During installation and later use, it can be flexibly moved in position as needed, with stronger flexibility during use and higher cooperation connection strength. After the guide rail combination structure is fastened integrally with the fastening bolt, it has better load-bearing capacity and stronger durability during use.
[0021] Preferably, the support and cooperation stabilizing frames 2 and the main body support connecting plate 1 have the same width, making the overall structural support strength better, the safety more reliable during use, and the space occupied by the overall structure relatively small.
[0022] Preferably, the size of the upper end position of the limit combination connection column 6 is exactly the same as the size of the lower end position of the reinforcement support cooperation column 5, enabling further improvement of the structural strength at the connection position and relatively high production and processing efficiency.
[0023] Preferably, the limit combination connection column 6 and the reinforcement support cooperation column 5 have the same width, and are also the same as the width of the main body support connecting plate 1, which can ensure better overall structural flatness, stronger load-bearing capacity during use, and maximum overall structural strength.
[0024] Preferably, the projection of the limiting combined connecting column 6 in the front-back direction is an isosceles trapezoid structure, which has better stability during the mating connection of the slide rail assembly and a larger mating support area between them.
[0025] The above is the preferred embodiment of the present invention. It should be noted that for those of ordinary skill in the art, without departing from the principle of the present invention, several improvements or substitutions can be made, and these improvements or substitutions should also be regarded as the protection scope of the present invention.
Claims
1. A firm ship bollard, characterized in that: It includes a main body support connecting plate (1) in the horizontal direction. On the left and right sides of the upper end of the main body support connecting plate (1), there is a symmetrical support and cooperation stabilizing frame (2) respectively. The outer side of the support and cooperation stabilizing frame (2) is an inclined avoidance slope. There is a cable cooperation roller (3) between the support and cooperation stabilizing frame (2) and the main body support connecting plate (1). The outer main body cross-section of the cable cooperation roller (3) is an arc cooperation groove with an opening facing outward. The main body support connecting plate (1) is provided with uniformly distributed overall fixed connection holes (4). At the position directly below the cable cooperation roller (3) at the lower end of the main body support connecting plate (1), there is an integrally formed reinforcement support cooperation column (5). At the lower end of the reinforcement support cooperation column (5), there is an integrally formed limit combination connection column (6). The size of the lower end position of the limit combination connection column (6) is larger than that of the upper end position.
2. The firm ship bollard according to claim 1, wherein: The support and cooperation stabilizing frame (2) has the same width as the main body support connecting plate (1).
3. The firm ship bollard according to claim 1, characterized in that: The size of the upper end position of the limit combination connection column (6) is exactly the same as that of the lower end position of the reinforcement support cooperation column (5).
4. The firm ship bollard according to claim 1, characterized in that: The limit combination connection column (6) has the same width as the reinforcement support cooperation column (5), and also has the same width as the main body support connecting plate (1).
5. The firm type mooring bitt according to claim 1, characterized in that: The projection of the limit combination connection column (6) in the front-back direction is an isosceles trapezoid structure.