Stand column structure used for being matched with single-stand-column stacking machine

Abstract

The utility model relates to a stand column structure used for being matched with a single-stand-column stacking machine, and belongs to the technical field of stacking machine equipment. Four rectangular pipe bodies are adopted to build a rectangular layout, wide edges and narrow edges are connected with a first side plate and a second side plate through a first supporting plate and a second supporting plate which are symmetrically distributed in a tailor welding mode respectively, and a lightweight frame is formed; the cargo carrying table moves along the narrow-edge tailor-welded guide rail, and the bottom plate and the top plate are reinforced through the third side plate, the fourth side plate, the bent plate and the sealing plate and are integrated with the lower cross beam and the upper cross beam main body; the first pressing block and the second pressing block are arranged on the two sides of the narrow edge and used for fixing the guide wheel, the multiple sets of installation plates matched in size are welded to the side face of the column body to be matched with stacking machine components, and light weight, low cost and customizability are achieved through modular tailor-welding design on the whole.

Description

Technical Field

[0001] This utility model relates to the field of stacker crane equipment technology, and in particular to a column structure for adapting to a single-column stacker crane. Background Technology

[0002] With the rapid development of automation technology in the field of smart warehousing, lightweight design technology for stacker cranes with column structure as the core has emerged. This technology aims to improve equipment operating efficiency by optimizing column structure, while reducing manufacturing costs and promoting the modularization and integration of warehousing and logistics equipment.

[0003] In existing stacker crane column construction technology, three main methods are used: First, a single large-section rectangular steel pipe is directly fabricated and welded to connect the column to the beam; second, bent vertical pieces and diagonal bracing components are combined and welded to form a triangular support structure; third, cast aluminum alloy parts are molded and then assembled. While these solutions can achieve basic load-bearing functions, each has significant drawbacks.

[0004] The single large rectangular tube solution requires the use of oversized profiles, resulting in low material utilization. This not only increases redundant weight but also wastes processing materials, driving up overall costs. While the vertical and diagonal bracing combination structure can optimize material distribution, its bending and forming process is complex, requiring multiple processing steps. Furthermore, on-site installation requires a large number of standard parts for fixing, which extends the production cycle and increases labor assembly costs. Although the cast aluminum part solution can achieve complex cross-section designs, the initial investment in mold development is huge, and the price of aluminum fluctuates significantly more than that of steel, making it difficult to demonstrate a cost advantage in large-scale applications.

[0005] In addition, the aforementioned traditional structures all suffer from insufficient functional integration. Some designs require additional adapter components to enable the installation of drive devices or the connection of crossbeams, further increasing the complexity of the system and the difficulty of implementation. Utility Model Content

[0006] In response to the shortcomings of the existing production technology, the applicant provides a column structure for adapting to a single-column stacker crane, which significantly reduces the overall weight of the column, lowers the precision requirements, and simplifies the production process.

[0007] The technical solution adopted in this utility model is as follows: A column structure for adapting to a single-column stacker crane, comprising:

[0008] Four pillars are erected to form a rectangular layout, which includes two wide sides and two narrow sides;

[0009] Multiple sets of first support plates are symmetrically distributed between two columns arranged on the wide side, and the first side plate is supported by the first support plates. The columns, the first support plates and the first side plate are connected by welding.

[0010] Multiple sets of second support plates are symmetrically distributed between two narrow-sided columns, and the second side plate is supported by the second support plates. The columns, second support plates and second side plates are connected by welding.

[0011] Guide rails are welded along the arrangement direction of the narrow side to allow the loading platform to move up and down;

[0012] Weld base plates to the bottom of the four pillars;

[0013] Top plates were welded to the tops of the four pillars.

[0014] As a further improvement to the above technical solution:

[0015] Preferably, the base plate is welded to the fourth side plate on the wide side and to the third side plate on the narrow side. The strength of the base plate is reinforced by the third and fourth side plates, which are used to fix it to the lower crossbeam.

[0016] Preferably, the thickness of the third side plate and the fourth side plate is greater than the thickness of the bottom plate, and the two are connected to the bottom plate by a continuous weld.

[0017] Preferably, one side of the top plate is welded to a bending plate and a sealing plate, the bending plate and the sealing plate being used to reinforce the strength of the top plate and form the main body of the upper crossbeam of the stacker crane.

[0018] Preferably, the bent plate has an L-shaped structure, with one end welded to the top plate and the other end welded to the sealing plate to form a closed reinforced area.

[0019] Preferably, first pressure blocks are welded to both sides of the narrow edge of the top plate, and the first pressure blocks serve as fixing plates for the guide wheels of the upper crossbeam.

[0020] Preferably, along the narrow side direction, a second pressure block is welded to the inner side of the top and bottom of the four pillars. The second pressure block is used to install the guide wheel that drives the synchronous belt to move the loading platform up and down.

[0021] Preferably, a first mounting plate, a second mounting plate, and a third mounting plate are welded to the narrow sides of the four columns, and a fourth mounting plate and a fifth mounting plate are welded to the wide sides of the four columns. The dimensions of the mounting plates match the dimensions of the mounting plates of the stacker crane's supporting components.

[0022] Preferably, the column is a rectangular tubular structure.

[0023] Preferably, both the first support plate and the second support plate are symmetrically distributed plates on both sides, which are welded together to form a stable support frame.

[0024] The beneficial effects of this utility model are as follows:

[0025] This utility model has a compact structure. It adopts a frame structure composed of four rectangular tubes, combined with symmetrically distributed first and second support plates, and forms a stable support through welding. This avoids the redundant weight of traditional single large-section tubes and reduces material waste. The side plates, support plates and pressure blocks are all connected by welding, eliminating the need for complex bending processes or aluminum molds, thus reducing processing steps and labor costs.

[0026] This utility model also has the following advantages:

[0027] (1) The guide rail of this utility model is directly welded to the narrow side, without the need for additional adapter components, ensuring the moving accuracy of the loading platform;

[0028] (2) The bottom plate and top plate of this utility model are reinforced by side plates and bending plates to form an integrated connection structure with the crossbeam, thereby improving the overall rigidity;

[0029] (3) The dimensions of the mounting plate of this utility model are matched with the mounting plate of the matching components, and it has a wide range of applications;

[0030] (4) The thickness of the third and fourth side plates of this utility model is greater than that of the bottom plate, and the deformation resistance is enhanced by continuous welds; the L-shaped bending plate and the sealing plate form a closed reinforcement area to prevent the top plate from deforming under stress; the pressure block is directly welded to the column to ensure the stability of the guide wheel installation and avoid the risk of loosening. Attached Figure Description

[0031] Figure 1 This is a schematic diagram of the overall structure of this utility model.

[0032] Figure 2 for Figure 1 A schematic diagram of direction A in the diagram.

[0033] Figure 3 for Figure 2 A schematic diagram of direction B in the diagram.

[0034] Figure 4 for Figure 2 A schematic diagram of direction C in the diagram.

[0035] The components are: 1. Column; 2. Guide rail; 3. First support plate; 4. First side plate; 5. Second side plate; 6. Second support plate; 7. Base plate; 8. Third side plate; 9. Fourth side plate; 10. Top plate; 11. First pressure block; 12. Second pressure block; 13. Bending plate; 14. Sealing plate; 15. First mounting plate; 16. Second mounting plate; 17. Third mounting plate; 18. Fourth mounting plate; 19. Fifth mounting plate. Detailed Implementation

[0036] The specific embodiments of this utility model are described below with reference to the accompanying drawings.

[0037] To facilitate understanding of this utility model, a more complete description will be given below with reference to the accompanying drawings. Preferred embodiments of this utility model are shown in the drawings. However, this utility model can be implemented in many different forms and is not limited to the embodiments described herein. Rather, these embodiments are provided to provide a more thorough and complete understanding of the disclosure of this utility model.

[0038] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention pertains. The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. The term "and / or" as used herein includes any and all combinations of one or more of the associated listed items.

[0039] When using the terms “including,” “having,” and “comprising” as described herein, another component may be added unless explicitly qualifying terms such as “only,” “consisting of,” etc. are used. Unless otherwise stated, singular terms may include plural forms and should not be construed as having a quantity of one.

[0040] It should be understood that although the terms "first," "second," etc., may be used herein to describe various elements, these elements should not be limited by these terms. These terms are used only to distinguish one element from another. For example, without departing from the scope of this invention, a first element may be referred to as a second element, and similarly, a second element may be referred to as a first element.

[0041] Furthermore, the accompanying drawings are not drawn to a 1:1 scale, and the relative dimensions of the components are shown in the drawings only as examples and not necessarily to actual scale.

[0042] like Figures 1-4 The accompanying drawing shows a schematic diagram of the structural state of a column structure for adapting a single-column stacker crane according to an embodiment of the present invention; for ease of description, the drawing only shows the structure related to the embodiment of the present invention.

[0043] This application provides a column structure for adapting to a single-column stacker crane, including a rectangular layout formed by four rectangular tube columns 1, including two wide sides and two narrow sides.

[0044] In this embodiment, multiple sets of first support plates 3 are symmetrically distributed between the two columns 1 arranged on the wide side, and the first side plate 4 is supported by the first support plates 3. The columns 1, the first support plates 3 and the first side plate 4 are connected by welding.

[0045] In this embodiment, multiple sets of second support plates 6 are symmetrically distributed between the two narrow-sided columns 1, and the second side plate 5 is supported by the second support plates 6. The columns 1, the second support plates 6, and the second side plate 5 are connected by welding. Guide rails 2 are welded along the narrow-sided direction and are directly welded to the narrow-sided side surface of the columns 1 for the loading platform to move up and down along them.

[0046] In this embodiment, a base plate 7 is welded to the bottom of the four columns 1; the base plate 7 is welded to the fourth side plate 9 on the wide side and to the third side plate 8 on the narrow side. The thickness of the third side plate 8 and the fourth side plate 9 is greater than the thickness of the base plate 7, and the two are connected to the base plate 7 by continuous welds to enhance the deformation resistance of the base plate 7 and ensure the stability of the fixed connection with the lower crossbeam.

[0047] In this embodiment, a top plate 10 is welded to the top of the four columns 1; one side of the top plate 10 is welded to an L-shaped bent plate 13 and a sealing plate 14, specifically: one end of the bent plate 13 is welded to the top plate 10, and the other end is welded to the sealing plate 14, forming a closed reinforced area to improve the rigidity and load-bearing capacity of the top plate 10, thus constituting the main body of the upper crossbeam of the stacker crane. First pressure blocks 11 are welded to both sides of the narrow edge of the top plate 10. The first pressure blocks 11 serve as fixing plates for the guide wheels of the upper crossbeam, used to install the guide wheel assembly.

[0048] In this embodiment, along the narrow side direction, the second pressure block 12 is welded to the inner side of the top and bottom of the four pillars 1;

[0049] Furthermore, the second pressure block 12 is used to install the guide wheel of the drive timing belt, so as to drive the loading platform to move up and down along the guide rail 2. The second pressure block 12 is fixed to the inner side of the column 1 by a continuous weld, ensuring the stability and accuracy of the guide wheel installation.

[0050] In this embodiment, a first mounting plate 15, a second mounting plate 16, and a third mounting plate 17 are welded to the narrow sides of the four pillars 1, and a fourth mounting plate 18 and a fifth mounting plate 19 are welded to the wide sides; the dimensions of the mounting plates are matched according to the dimensions of the mounting plates of the stacker crane's supporting components.

[0051] In this embodiment, the first support plate 3 and the second support plate 6 are both trapezoidal plates symmetrically distributed on both sides. They are connected to the first side plate 4 and the second side plate 5 respectively by welding. This symmetrical design optimizes the stress distribution of the column structure, avoids local stress concentration, and reduces material redundancy, thereby achieving lightweighting.

[0052] In practice, the rectangular tube cross-section of column 1 is customized according to requirements, eliminating the need to rely on standard profiles and reducing procurement costs; the welding process simplifies traditional bending or casting procedures, reducing processing time and labor costs.

[0053] This utility model has a reasonable structure. Through modular welding design, the guide rail 2, bottom plate 7, top plate 10, pressure block and mounting plate are integrated into a rectangular four-column frame to achieve lightweight, high rigidity and low cost. In addition, the reinforcement design of the third side plate 8, the fourth side plate 9 and the bending plate 13 improves the resistance to deformation. The support plate and mounting plate enhance the adaptability and flexibility to meet the needs of different warehousing scenarios.

[0054] The technical features of the above embodiments can be combined in any way. For the sake of brevity, not all possible combinations of the technical features in the above embodiments are described. However, as long as there is no contradiction in the combination of these technical features, they should be considered to be within the scope of this specification.

[0055] The embodiments described above merely illustrate the implementation of this utility model, and while the descriptions are relatively specific and detailed, they should not be construed as limiting the scope of the utility model patent. It should be noted that those skilled in the art can make various modifications and improvements without departing from the concept of this utility model, and these all fall within the protection scope of this utility model. Therefore, the protection scope of this utility model patent should be determined by the appended claims.

Claims

1. A column structure for adapting to a single-column stacker crane, characterized in that, include: Four pillars (1) are erected to form a rectangular layout, the rectangular layout including two wide sides and two narrow sides; Multiple sets of first support plates (3) are symmetrically distributed between two columns (1) arranged on the wide side, and the first side plate (4) is supported by the first support plates (3). The columns (1), the first support plates (3) and the first side plate (4) are connected by welding. Multiple sets of second support plates (6) are symmetrically distributed between two narrow-sided columns (1), and the second side plate (5) is supported by the second support plates (6). The columns (1), the second support plates (6) and the second side plate (5) are connected by welding. Guide rails (2) are welded along the arrangement direction of the narrow side for the loading platform to move up and down; Base plates (7) are welded to the bottom ends of the four columns (1); Top plates (10) are welded to the top of the four columns (1).

2. The column structure for adapting to a single-column stacker crane according to claim 1, characterized in that, The base plate (7) is welded to the fourth side plate (9) on the wide side and to the third side plate (8) on the narrow side. The strength of the base plate (7) is reinforced by the third side plate (8) and the fourth side plate (9) and used to fix it to the lower crossbeam.

3. The column structure for adapting to a single-column stacker crane according to claim 2, characterized in that, The thickness of the third side plate (8) and the fourth side plate (9) is greater than the thickness of the bottom plate (7), and the two are connected to the bottom plate (7) by a continuous weld.

4. The column structure for adapting to a single-column stacker crane according to claim 1, characterized in that, One side of the top plate (10) is welded to the bending plate (13) and the sealing plate (14). The bending plate (13) and the sealing plate (14) are used to strengthen the top plate (10) and form the main body of the upper crossbeam of the stacker crane.

5. The column structure for adapting to a single-column stacker crane according to claim 4, characterized in that, The bent plate (13) has an L-shaped structure, with one end welded to the top plate (10) and the other end welded to the sealing plate (14) to form a closed reinforced area.

6. The column structure for adapting to a single-column stacker crane according to claim 4, characterized in that, First pressure blocks (11) are welded to both sides of the narrow side of the top plate (10), and the first pressure blocks (11) serve as fixing plates for the guide wheels of the upper crossbeam.

7. The column structure for adapting to a single-column stacker crane according to claim 1, characterized in that, Along the narrow side direction, a second pressure block (12) is welded to the inner side of the top and bottom of the four pillars (1). The second pressure block (12) is used to install the guide wheel that drives the synchronous belt to move the cargo platform up and down.

8. The column structure for adapting to a single-column stacker crane according to claim 1, characterized in that, The first mounting plate (15), the second mounting plate (16) and the third mounting plate (17) are welded to the narrow side of the four columns (1), and the fourth mounting plate (18) and the fifth mounting plate (19) are welded to the wide side of the four columns (1). The size of the mounting plates matches the size of the mounting plates of the stacker crane's supporting components.

9. The column structure for adapting to a single-column stacker crane according to claim 1, characterized in that, The column (1) is a rectangular tube structure.

10. The column structure for adapting to a single-column stacker crane according to claim 1, characterized in that, The first support plate (3) and the second support plate (6) are both plates symmetrically distributed on both sides, and are welded together to form a stable support frame.

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