Special block for segmenting transverse bulkhead
By designing a special shelf pier for sections of horizontal bulkheads including circular pads, circular tubes, connecting plates and sealing plates, the problem that the container ship's horizontal bulkhead guide rail is prone to deform after a long time of use, and the rail deformation rate and correction requirements are reduced.
Patent Information
- Application Number
- CN202422066239.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-26
- Publication Date
- 2025-06-10
- Estimated Expiration
- 2034-08-26
AI Technical Summary
The sectioned rails of the container ship cross bulkheads are prone to depression and deformation after long-term use, resulting in a large amount of correction required during the dock hanging box test.
A special shelf pier for horizontal bulkhead segments is designed, including circular pads, circular tubes, connecting plates and sealing plates. By uniformly transmitting the pressure of the guide rail to the circular pads and circular tube piers, the direct effect of the guide rail on the circular tube piers is reduced.
It effectively reduces the deformation rate of the guide rail and reduces the correction needs during the test of hanging boxes in the dock.
Smart Images
Figure CN222960036U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of transverse bulkheads of container ships, and particularly relates to a special supporting pier for transverse bulkhead segments. Background Technique
[0002] Guide rails are arranged on the front and rear walls of the transverse bulkhead segments of container ships. When the segments are placed after completion, the rear guide rails are directly placed in contact with the round pipe piers. Due to the long-term use of the round pipe piers, most of them have depression problems. Coupled with the fact that the height of the guide rails of large container ships reaches more than twenty meters, the force is uneven during long-term storage and transportation, and the guide rails are very easy to deform, resulting in a large number of corrections required during the hoisting box test in the dock. This phenomenon has become an urgent problem to be solved by the personnel in this field. Content of the Utility Model
[0003] The purpose of the utility model is to provide a special supporting pier for transverse bulkhead segments in view of the existing technical defects, so as to solve the problems put forward in the above background technique.
[0004] In order to solve the above technical problems, the utility model provides the following technical solution: a special supporting pier for transverse bulkhead segments, including a circular backing plate, and 4 groups of round pipes are fixedly connected to the upper side of the circular backing plate. A first connecting plate is fixedly connected to the lower part between two adjacent round pipes on the left and right, and a second connecting plate is fixedly connected to the upper part between two adjacent round pipes on the upper and lower sides;
[0005] Triangular plates are fixedly connected to the sides of the 4 groups of round pipes far away from the first connecting plate and the second connecting plate. Sealing plates are fixedly connected to the upper sides of the two groups of round pipes on the left and right. A guide rail is arranged on the upper side of the sealing plate, and a round pipe pier is arranged on the lower side of the circular backing plate.
[0006] The utility model further explains that the two groups of the first connecting plates and the two groups of the second connecting plates are respectively arranged in parallel, and the first connecting plate and the second connecting plate are arranged perpendicular to each other.
[0007] The utility model further explains that the lower sides of the two groups of the first connecting plates are in direct contact with the upper side of the circular backing plate, the upper side of the sealing plate is in direct contact with the guide rail, and the lower side of the circular backing plate is in direct contact with the upper side of the round pipe pier.
[0008] The utility model further explains that the distance between the two groups of sealing plates is 80 mm, the widths of the two groups of sealing plates are both 109 mm, the lengths are both 250 mm, and the thickness is 6 mm. The diameter of the circular backing plate is 500 mm and the thickness is 20 mm.
[0009] The utility model further explains that the diameters of the 4 groups of round pipes are 89 mm, the wall thickness of the round pipes is 6 mm, the height is 179 mm, and the size of the triangular plate is 100*100 mm and the thickness is 6 mm.
[0010] The present utility model will be further described. The length of the first connecting plate is 100 mm, the height is 35 mm, and the thickness is 6 mm. The length of the second connecting plate is 56 mm, the height is 35 mm, and the thickness is 6 mm.
[0011] Compared with the prior art, the beneficial effects achieved by the present utility model are as follows: In the present utility model, by arranging a circular backing plate on the circular pipe pier, arranging a circular pipe on the circular backing plate, and arranging a sealing plate on the circular pipe, the sealing plate is in direct contact with the guide rail, so that the pressure on the guide rail is evenly transmitted downward, effectively reducing the deformation rate of the guide rail. BRIEF DESCRIPTION OF THE DRAWINGS
[0012] The drawings are used to provide a further understanding of the present utility model, and constitute a part of the specification. Together with the embodiments of the present utility model, they are used to explain the present utility model, and do not constitute a limitation to the present utility model. In the drawings:
[0013] Figure 1 is the overall front view structural schematic diagram of the present utility model;
[0014] Figure 2 is the front view structural schematic diagram of the circular pipe of the present utility model;
[0015] Figure 3 is the top view structural schematic diagram of the circular pipe of the present utility model;
[0016] Figure 4 is the top view structural schematic diagram of the sealing plate of the present utility model;
[0017] In the figure: 1, circular backing plate; 2, circular pipe; 3, first connecting plate; 4, second connecting plate; 5, triangular plate; 6, sealing plate; 7, guide rail; 8, circular pipe pier. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0018] The following is a non-limiting detailed description of the technical solution of the present utility model in conjunction with the preferred embodiments and their accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts belong to the scope of protection of the present utility model.
[0019] Please refer to Figures 1-4 , the present utility model provides a technical solution: a special stowage pier for transverse bulkhead segments, including a circular backing plate 1, four groups of circular pipes 2 are fixedly connected to the upper side of the circular backing plate 1, a first connecting plate 3 is fixedly connected to the lower part between two adjacent left and right circular pipes 2, and a second connecting plate 4 is fixedly connected to the upper part between two adjacent upper and lower circular pipes 2;
[0020] The lower sides of the two first connecting plates 3 are in direct contact with the upper side of the circular backing plate 1;
[0021] The two sets of connecting plates 1-3 and the two sets of connecting plates 2-4 are respectively arranged in parallel, and the connecting plate 1-3 and the connecting plate 2-4 are arranged perpendicular to each other.
[0022] On one side of the 4 groups of round tubes 2 away from the connecting plates 1-3 and the connecting plates 2-4, triangular plates 5 are fixedly connected. The 8 groups of triangular plates 5 are used to strengthen the connection between the round tubes 2 and the circular backing plates 1 and enhance the support strength of the round tubes 2.
[0023] On the upper sides of the two groups of round tubes 2 on the left and right, sealing plates 6 are fixedly connected. Guide rails are arranged on the upper sides of the sealing plates 6, and the upper sides of the sealing plates 6 are in direct contact with the guide rails. A round tube pier 8 is arranged on the lower side of the circular backing plate 1, and the lower side of the circular backing plate 1 is in direct contact with the upper side of the round tube pier 8.
[0024] The distance between the two sealing plates 6 is 80 mm;
[0025] The diameter of the circular backing plate 1 is 500 mm and the thickness is 20 mm;
[0026] The diameter of the 4 groups of round tubes 2 is 89 mm, the wall thickness of the round tubes 2 is 6 mm, and the height is 179 mm;
[0027] The length of the connecting plate 1-3 is 100 mm, the height is 35 mm, and the thickness is 6 mm;
[0028] The length of the connecting plate 2-4 is 56 mm, the height is 100 mm, and the thickness is 6 mm;
[0029] The size of the triangular plate 5 is 100*100 mm and the thickness is 6 mm;
[0030] The widths of the two sealing plates 6 are both 109 mm, the lengths are both 250 mm, and the thickness is 6 mm.
[0031] In this embodiment, the device is placed on the round tube pier 8, and then the guide rails are installed on the sealing plates 6 of the device, so that the pressure on the guide rails is evenly dispersed downward through the sealing plates 6 and finally evenly transmitted to the round tube pier 8 through the circular backing plate 1, thereby reducing the deformation rate generated when the guide rails act directly on the round tube pier 8.
[0032] In the description of the present invention, it should be understood that the orientation or positional relationship indicated by the terms "upper", "lower", "front", "rear", "left", "right", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present invention.
[0033] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements for some of the technical features. These modifications or replacements do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of the present invention.
Claims
1. A dedicated pier for transverse bulkhead sections, comprising a circular pad (1), characterized in that: Four groups of circular tubes (2) are fixedly connected to the upper side of the circular pad (1); a connecting plate 1 (3) is fixedly connected to the lower part between the left and right adjacent groups of circular tubes (2); and a connecting plate 2 (4) is fixedly connected to the upper part between the upper and lower adjacent groups of circular tubes (2); The four groups of circular tubes (2) are fixedly connected to a triangular plate (5) on one side away from the connecting plate 1 (3) and the connecting plate 2 (4), and the upper sides of the two groups of circular tubes (2) on the left and right sides are fixedly connected to a sealing plate (6), a guide rail is arranged on the upper side of the sealing plate (6), and a circular tube pier (8) is arranged on the lower side of the circular pad (1).
2. A dedicated pier for transverse bulkhead sections according to claim 1, characterized in that: The two groups of connecting plates 1 (3) and the two groups of connecting plates 2 (4) are respectively arranged in parallel, and the connecting plates 1 (3) and 2 (4) are arranged vertically.
3. A dedicated pier for transverse bulkhead sections according to claim 2, characterized in that: The lower side of the two groups of connecting plates (3) is in direct contact with the upper side of the circular pad (1), the upper side of the sealing plate (6) is in direct contact with the guide rail, and the lower side of the circular pad (1) is in direct contact with the upper side of the circular pipe pier (8).
4. A dedicated pier for transverse bulkhead sections according to claim 3, characterized in that: The spacing between the two groups of sealing plates (6) is 80 mm, the width of the two groups of sealing plates (6) is 109 mm, the length is 250 mm, and the thickness is 6 mm. The diameter of the circular pad (1) is 500 mm and the thickness is 20 mm.
5. A dedicated pier for transverse bulkhead sections according to claim 4, characterized in that: The diameter of the 4 groups of circular tubes (2) is 89 mm, the wall thickness of the circular tubes (2) is 6 mm, and the height is 179 mm. The size of the triangular plate (5) is 100*100 mm, and the thickness is 6 mm.
6. A dedicated pier for transverse bulkhead sections according to claim 5, characterized in that: The length of the connecting plate 1 (3) is 100 mm, the height is 35 mm, and the thickness is 6 mm. The length of the connecting plate 2 (4) is 56 mm, the height is 100 mm, and the thickness is 6 mm.