A pallet and method of making the same

Abstract

The present application belongs to the technical field of warehouse transportation equipment, and discloses a goods shelf conveying platform and a preparation method thereof. The goods shelf conveying platform comprises a support frame and a load plate assembly. The support frame comprises a plurality of first vertical columns arranged at intervals and a plurality of second vertical columns arranged at intervals, and the plurality of first vertical columns and the plurality of second vertical columns are in one-to-one correspondence. A first main beam is connected between any two adjacent first vertical columns, a second main beam is connected between any two adjacent second vertical columns, and a third main beam is connected between each first vertical column and the corresponding second vertical column. The load plate assembly comprises a plurality of load bearing plates connected in sequence, the load bearing plates are arranged on a load bearing frame body, and are assembled and connected with the first main beam and the second main beam. The load bearing plate comprises a concrete structure and two steel mesh, and the two steel mesh are arranged in the concrete structure at intervals along the thickness direction of the concrete structure. The goods shelf conveying platform can not only ensure the normal operation of the transport vehicle and avoid affecting the work efficiency of the warehouse system, but also reduce noise pollution.

Description

Technical Field

[0001] This invention relates to the field of warehousing and transportation equipment technology, and in particular to a rack transport platform and its manufacturing method. Background Technology

[0002] In warehousing and transportation, shelves for placing goods are usually set up on a shelf transport platform, and AGV / RGV transport vehicles are used to move and place the goods, thereby achieving intelligent and efficient goods transportation.

[0003] Existing racking transport platforms, in order to improve their load-bearing capacity and stability, are typically constructed using a combination of steel frame structures and steel floor slabs, with supporting structures. However, steel structure racking transport platforms require regular inspection and maintenance, increasing operating costs. After prolonged use, the steel floor slabs are prone to deformation, which can affect the judgment of AGV / RGV transport vehicles, leading to errors and impacting the overall efficiency of the warehousing system. Furthermore, the noise generated by AGV / RGV transport vehicles operating on the steel floor slabs is significant, affecting the health of workers. Summary of the Invention

[0004] The purpose of this invention is to provide a shelf transport platform and its preparation method, which can ensure the normal operation of transport vehicles, avoid affecting the working efficiency of the warehousing system, and reduce noise pollution.

[0005] To achieve the above objectives, the present invention adopts the following technical solution:

[0006] Firstly, a shelf transport platform is provided, comprising:

[0007] The supporting frame includes multiple spaced-apart first columns and multiple spaced-apart second columns, with the multiple first columns and multiple second columns facing each other. A first main beam connects any two adjacent first columns, and a second main beam connects any two adjacent second columns. A third main beam connects each first column and its corresponding second column. The first main beam, the second main beam, and the third main beam have the same vertical height and form a load-bearing frame.

[0008] A carrier plate assembly for supporting a transport vehicle includes multiple carrier plates that are sequentially spliced ​​together. The carrier plates are erected on the support frame and are assembled to the first main beam and the second main beam. Each carrier plate includes two steel meshes and a concrete structure. The two steel meshes are spaced apart within the concrete structure along the thickness direction of the concrete structure.

[0009] Optionally, the rack transport platform further includes a first filler and multiple connectors. The support plate is provided with multiple insertion holes. The multiple connectors are respectively disposed on the first main beam and the second main beam, and the multiple connectors are inserted into the multiple insertion holes one by one. The first filler fills the insertion holes and is used to anchor the connectors so that the support plate is connected to the first main beam and the second main beam.

[0010] Optionally, the shelf transport platform further includes a limiting member, which is disposed in the insertion hole and threadedly connected to the limiting member.

[0011] Optionally, the connector includes a first connector segment and a second connector segment that are bent and connected, with the end of the first connector segment away from the second connector segment disposed on the first main beam.

[0012] Optionally, the rack transport platform further includes a first connector and a second connector. The concrete structure includes a body and two bosses. The two bosses are respectively located on both sides of the body along the extension direction of the first main beam. The upper surface of the boss is lower than the upper surface of the body. A stepped structure is formed at the junction of the body and the bosses. The first connector is embedded in the boss, and the upper surface of the first connector is exposed. The stepped structures of two adjacent bearing plates abut against each other to form a stepped groove between the two adjacent bearing plates. The first connectors of the two adjacent bearing plates are flush. The second connector is mounted on the first connectors of the two adjacent bearing plates, and the second connector is fixedly connected to the first connectors of the two adjacent bearing plates.

[0013] Optionally, the shelf transport platform further includes a second filler material, which is filled into the step groove and used to anchor the first connector and the second connector.

[0014] Optionally, both the first connector and the second connector are steel plates.

[0015] Optionally, the support frame further includes secondary beams, with at least one secondary beam provided between any two adjacent third main beams. The two ends of the secondary beams are respectively connected to the first main beam and the second main beam, and the load-bearing plate is erected on the secondary beams.

[0016] Optionally, the support plate further includes a lifting assembly, which includes connected anchors and a lifting ring. The anchors are embedded in the concrete structure, and the end of the lifting ring away from the anchors extends out of the concrete structure. The lifting ring can be hooked onto a crane.

[0017] Secondly, a method for preparing a rack transport platform is provided, for preparing the rack transport platform as described above, the method for preparing the rack transport platform includes:

[0018] Prefabricate multiple of the aforementioned support plates;

[0019] Multiple first columns and multiple second columns are spaced apart, and a first main beam is connected between any two adjacent first columns, a second main beam is connected between any two adjacent second columns, and a third main beam is connected between each first column and its corresponding second column.

[0020] Multiple load-bearing plates are sequentially spliced ​​and erected on the load-bearing frame, and the load-bearing plates are assembled and connected to the first main beam and the second main beam.

[0021] The beneficial effects of this invention are:

[0022] This invention proposes a racking transport platform and its manufacturing method, including a support frame and a carrier plate assembly. Based on the design theory of prefabricated structures, multiple carrier plates are prefabricated, each composed of a steel mesh and concrete structure, i.e., the carrier plate is a reinforced concrete slab. The support frame can be erected simultaneously with the prefabrication of the carrier plates. Then, multiple carrier plates are spliced ​​and erected on the support frame. Finally, the carrier plates are prefabricated and connected to the first and second main beams of the support frame, resulting in energy conservation, environmental protection, and reduced carbon emissions. Modular installation of the carrier plates and support frame reduces installation time, improves work efficiency, and offers a simple structure and convenient operation. Using a reinforced concrete slab composed of a steel mesh and concrete structure as the carrier plate provides strong rigidity and good durability, making it less prone to deformation and ensuring the normal operation of transport vehicles, avoiding impact on the efficiency of the warehousing system, and reducing noise pollution during transport vehicle operation. Furthermore, the support frame provides support to the carrier plates, ensuring the structural stability of the entire racking transport platform. Attached Figure Description

[0023] Figure 1 This is a first view of the shelf transport platform provided in an embodiment of the present invention;

[0024] Figure 2 This is a second view of the shelf transport platform provided in an embodiment of the present invention;

[0025] Figure 3 This is a first view of the carrier plate provided in an embodiment of the present invention;

[0026] Figure 4 This is a second view of the carrier plate provided in an embodiment of the present invention;

[0027] Figure 5This is a structural schematic diagram of the connection node between the bearing plate and the first main beam provided in an embodiment of the present invention;

[0028] Figure 6 This is a first view of the connection node between two adjacent bearing plates provided in an embodiment of the present invention;

[0029] Figure 7 This is a second view of the connection node between two adjacent carrier plates provided in an embodiment of the present invention.

[0030] In the picture:

[0031] 1. Support frame; 11. First column; 12. Second column; 131. First main beam; 1311. Connector; 1312. Limiting component; 132. Second main beam; 133. Third main beam;

[0032] 2. Carrier plate assembly; 21. Bearing plate; 211. Steel mesh; 212. Concrete structure; 2121. Body; 2122. Boss; 213. Step structure; 214. Insertion hole; 215. First connector; 216. Second connector; 217. Step groove. Detailed Implementation

[0033] The present invention will now be described in further detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and not intended to limit it. Furthermore, it should be noted that, for ease of description, the accompanying drawings show only the parts relevant to the present invention, and not all of the structures.

[0034] In the description of this invention, unless otherwise explicitly specified and limited, the terms "connected," "linked," and "fixed" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components. Those skilled in the art can understand the specific meaning of the above terms in this invention based on the specific circumstances.

[0035] In this invention, unless otherwise explicitly specified and limited, "above" or "below" the second feature can include direct contact between the first and second features, or contact between the first and second features through another feature between them. Furthermore, "above," "over," and "on top" of the second feature includes the first feature directly above or diagonally above the second feature, or simply indicates that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature includes the first feature directly below or diagonally below the second feature, or simply indicates that the first feature is at a lower horizontal level than the second feature.

[0036] In the description of this embodiment, the terms "upper," "lower," "left," and "right," etc., refer to the orientation or positional relationship shown in the accompanying drawings. They are used only for ease of description and simplification of operation, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on the present invention. In addition, the terms "first" and "second" are used only for distinction in description and have no special meaning.

[0037] Example 1

[0038] This embodiment provides a shelf transport platform, such as Figures 1 to 7 As shown, this racking transport platform can ensure the normal operation of transport vehicles, avoid affecting the working efficiency of the warehousing system, and reduce noise pollution.

[0039] The racking transport platform includes a support frame 1 and a carrier plate assembly 2. The support frame 1 includes multiple spaced-apart first uprights 11 and multiple spaced-apart second uprights 12. The multiple first uprights 11 and multiple second uprights 12 are aligned one-to-one. A first main beam 131 connects any two adjacent first uprights 11, and a second main beam 132 connects any two adjacent second uprights 12. A third main beam 133 connects each first upright 11 to its corresponding second upright 12. The first main beams 131, second main beams 132, and third main beams 133 are of the same vertical height and form a load-bearing frame. The carrier plate assembly 2 is used to support the racking and transport vehicles. The carrier plate assembly 2 includes multiple sequentially assembled carrier plates 21. The carrier plates 21 are erected on the load-bearing frame and are assembled with the first main beams 131 and second main beams 132. The bearing plate 21 includes two steel meshes 211 and a concrete structure 212. The two steel meshes 211 are spaced apart in the concrete structure 212 along the thickness direction.

[0040] This racking transport platform is designed based on prefabricated structural theory, allowing for the prefabrication of multiple load-bearing plates 21. Each load-bearing plate 21 is composed of a steel mesh 211 and a concrete structure 212, making it a reinforced concrete slab. Simultaneously, the support frame 1 can be erected while the load-bearing plates 21 are prefabricated. By installing the load-bearing plates 21 and support frame 1 in modules, installation time is reduced, work efficiency is improved, and the structure is simple and easy to operate. Using a reinforced concrete slab composed of steel mesh 211 and concrete structure 212 as the load-bearing plate 21 provides it with strong rigidity and good durability, making it less prone to deformation. This ensures the normal operation of transport vehicles, avoids affecting the efficiency of the warehousing system, and reduces noise pollution from the transport vehicles. Furthermore, the support frame 1 provides support to the load-bearing plates 21, ensuring the structural stability of the entire racking transport platform.

[0041] Optionally, the reinforcing mesh 211 is formed by overlapping multiple transverse and longitudinal reinforcing bars in a mesh pattern. In this embodiment, the selected reinforcing bars are HRB400 with a diameter of 6mm, the spacing between adjacent reinforcing bars is 300mm, the selected concrete strength grade is C30, and the total thickness of the concrete structure 212 is 150mm. In other embodiments, reinforcing bars of appropriate type and size and concrete with the appropriate strength grade can be selected according to actual needs. The spacing between the transverse and longitudinal reinforcing bars is also selected according to design requirements to ensure the load-bearing capacity of the load-bearing plate 2.

[0042] For example, the first main beam 131, the second main beam 132 and the third main beam 133 are all steel beams, and the first column 11 and the second column 12 are both steel columns.

[0043] like Figure 1 and Figure 2 As shown, in this embodiment, four first columns 11 and four second columns 12 are provided. Two first main beams 131 are connected between two adjacent first columns 11, and two second main beams 132 are connected between two adjacent second columns 12. Two third main beams 133 are connected between each first column 11 and its corresponding second column 12. The two first main beams 131, two second main beams 132, and two third main beams 133 are all arranged vertically at intervals, thus forming two load-bearing frames. Two carrier plate assemblies 2 are correspondingly provided, thus forming a two-layer shelf transport platform.

[0044] In other embodiments, two, three, or four or more first columns 11 and second columns 12 may be provided as needed. One or more first main beams 131 may be connected between two adjacent first columns 11, one or more second main beams 132 may be connected between two adjacent second columns 12, and one or more third main beams 133 may be connected between each first column 11 and the corresponding second column 12. No limitation is made here.

[0045] It should be noted that the number of load-bearing frames is the same as the number of carrier plate assemblies 2.

[0046] Optionally, such as Figure 1 , Figure 3 and Figure 5 As shown, the rack transport platform also includes a first filler material (not shown) and multiple connectors 1311. The support plate 21 is provided with multiple insertion holes 214. The multiple connectors 1311 are respectively disposed on the first main beam 131 and the second main beam 132, and are inserted one-to-one into the multiple insertion holes 214. The first filler material fills the insertion holes 214. By inserting the connectors 1311 into the insertion holes 214, the support plate 21 can be positioned, facilitating subsequent operations. The first filler material can seal the insertion holes 214 and anchor the connectors 1311 within the insertion holes 214, thereby connecting the support plate 21 to the first main beam 131 and the second main beam 132, achieving an assembled connection between the support plate 21 and the first main beam 131 and the second main beam 132.

[0047] In this embodiment, each of the first main beam 131 and the second main beam 132 is provided with 7 plug-in pieces 1311, and correspondingly, the bearing plate 21 has 14 insertion holes 214. In other embodiments, depending on actual needs, each of the first main beam 131 and the second main beam 132 may be provided with 2 to 6, or more than 7 plug-in pieces 1311, and correspondingly, the bearing plate 21 may have 4 to 12, or more than 14 insertion holes 214.

[0048] For example, the first filler material includes fine aggregate concrete, and a plurality of plug-in members 1311 are respectively welded to the first main beam 131 and the second main beam 132. In other embodiments, through holes may be opened in the first main beam 131 and the second main beam 132 as needed, and the plurality of plug-in members 1311 may be passed through the through holes of the first main beam 131 and the second main beam 132 respectively, and threadedly connected to fasteners; this is not limited here.

[0049] Optionally, such as Figure 1 , Figure 3 and Figure 5As shown, the rack transport platform also includes a limiting member 1312. The limiting member 1312 is disposed within the insertion hole 214 and is threadedly connected to the insertion member 1311. By threading the limiting member 1312 to the insertion member 1311, a preload can be generated between the two, enhancing the connection stability between them. It can also improve the anchoring strength of the first filler to the insertion member 1311, and improve the connection strength between the bearing plate 21 and the first main beam 131 and the second main beam 132, ensuring the overall stability of the rack transport platform.

[0050] For example, the connector 1311 is a bolt, and the fastener and the limiting member 1312 is a nut.

[0051] In some embodiments, the connector 1311 includes a first connector segment and a second connector segment that are bent and connected. The end of the first connector segment away from the second connector segment is disposed on the first main beam 131. By setting the first connector segment and the second connector segment to be bent and connected, the contact area between the connector 1311 and the first filler can be increased, thereby further strengthening the anchoring strength of the first filler to the connector 1311, improving the connection strength between the bearing plate 21 and the first main beam 131 and the second main beam 132, and ensuring the overall stability of the rack transport platform.

[0052] Optionally, such as Figure 4 , Figure 6 and Figure 7 As shown, the rack transport platform also includes a first connector 215 and a second connector 216. The concrete structure 212 includes a body 2121 and two bosses 2122, which are respectively located on both sides of the body 2121 along the extension direction of the first main beam 131. The upper surface of the bosses 2122 is lower than the upper surface of the body 2121, and a stepped structure 213 is formed at the junction of the bosses 2122 and the body 2121. The first connector 215 is embedded in the bosses 2122, and the upper surface of the first connector 215 is exposed. The stepped structures 213 of two adjacent bearing plates 21 abut against each other to form a stepped groove 217 between the two adjacent bearing plates 21. The first connectors 215 of the two adjacent bearing plates 21 are flush, and the second connector 216 is mounted on the first connectors 215 of the two adjacent bearing plates 21, and the second connector 216 is fixedly connected to the first connectors 215 of the two adjacent bearing plates 21.

[0053] When splicing multiple support plates 21, the multiple support plates 21 are first erected on the support frame in sequence, and the stepped structures 213 of the multiple support plates 21 abut against each other, so that stepped grooves 217 are formed between any two adjacent support plates 21. At this time, the first connecting pieces 215 on any two adjacent support plates 21 are flush with each other. Then, the second connecting piece 216 is erected on the first connecting piece 215 of the two adjacent support plates 21, and the second connecting piece 216 and the first connecting piece 215 are fixedly connected, thereby realizing the splicing between multiple support plates 21. The structure is simple and the operation is convenient.

[0054] Optionally, the rack transport platform also includes a second filler. After the second connector 216 is fixedly connected to the first connector, the second filler can be filled into the step groove 217. On the one hand, filling the step groove 217 with the second filler can seal the step groove 217, keeping the upper surface of the carrier plate assembly 2 flush. On the other hand, the second filler can be used to anchor the first connector 215 and the second connector 216, strengthening the connection between the multiple carrier plates 21 and ensuring the overall stability of the rack transport platform.

[0055] For example, the first connector 215 and the second connector 216 are both steel plates, and the first connector 215 and the second connector 216 are fixedly connected by welding. The second filler is fine stone concrete.

[0056] Optionally, the support frame 1 also includes secondary beams. At least one secondary beam is provided between any two adjacent third main beams 133, with both ends of the secondary beam connected to the first main beam 131 and the second main beam 132 respectively. The load-bearing plate 21 is erected on the secondary beam. When constructing the support frame 1, the required support force can be pre-calculated. Then, based on the calculation results, the first column 11, the second column 12, the first main beam 131, the second main beam 132, the third main beam 133, and the secondary beams are arranged. Then, multiple load-bearing plates 21 are sequentially erected on the first main beam 131, the second main beam 132, the third main beam 133, and the secondary beams. Adding secondary beams increases the structural strength of the support frame 1, improves its support capacity, and enhances the support strength for the load-bearing plate 21, which helps maintain the good durability of the load-bearing plate 21 and ensures the overall stability of the rack transport platform.

[0057] For example, the secondary beam is a steel beam.

[0058] Optionally, the support plate 21 also includes a lifting assembly. The lifting assembly includes connected anchors and lifting rings. The anchors are embedded within the concrete structure 212, and the end of the lifting ring furthest from the anchors extends out of the concrete structure 212. When installing the spliced ​​support plate 21, a crane can be used to hook the lifting ring of the support plate 21, facilitating the placement of the support plate 21 and making it easy to adjust its position, offering flexibility and convenience. Furthermore, the anchors being embedded within the concrete structure 212 enhance the connection strength between the lifting ring and the support plate 21, preventing damage to the support plate 21 due to detachment during lifting.

[0059] Example 2

[0060] This embodiment provides a method for preparing a shelf transport platform, used to prepare the shelf transport platform as described in Embodiment 1, including the following steps:

[0061] Based on the designed rack transport platform, the number of components of the support frame 1 and the number of load-bearing plates 21 are determined. Multiple load-bearing plates 21 are then prefabricated. Simultaneously, multiple first uprights 11 and multiple second uprights 12 are spaced apart. A first main beam 131 is connected between any two adjacent first uprights 11, a second main beam 132 is connected between any two adjacent second uprights 12, and a third main beam 133 is connected between each first upright 11 and its corresponding second upright 12, thus completing the construction of the support frame 1. Then, the multiple load-bearing plates 21 are sequentially spliced ​​and erected on the support frame, and the load-bearing plates 21 are assembled with the first main beams 131 and second main beams 132, thus assembling the load-bearing plate assembly 2 and the support frame 1. Reinforced concrete slabs composed of steel mesh 211 and concrete structure 212 are used as load-bearing plates 21, giving them high rigidity and good durability, making them less prone to deformation. This ensures the normal operation of transport vehicles, avoids affecting the efficiency of the warehousing system, and reduces the noise pollution caused by the transport vehicles. In addition, by installing the load-bearing plate 21 and the support frame 1 in modules, the installation time can be reduced, the work efficiency can be improved, and the structure is simple and easy to operate.

[0062] Obviously, the above embodiments of the present invention are merely examples for clearly illustrating the present invention, and are not intended to limit the implementation of the present invention. Those skilled in the art will be able to make various obvious changes, readjustments, and substitutions without departing from the scope of protection of the present invention. It is neither necessary nor possible to exhaustively describe all embodiments here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention should be included within the scope of protection of the claims of the present invention.

Claims

1. A rack transport platform, characterized in that, include: The supporting frame (1) includes multiple first columns (11) arranged at intervals and multiple second columns (12) arranged at intervals. The multiple first columns (11) and multiple second columns (12) are directly opposite each other. A first main beam (131) is connected between any two adjacent first columns (11), and a second main beam (132) is connected between any two adjacent second columns (12). A third main beam (133) is connected between each first column (11) and the corresponding second column (12). The first main beam (131), the second main beam (132) and the third main beam (133) have the same vertical height. The first main beam (131), the second main beam (132) and the third main beam (133) form a load-bearing frame. The carrier plate assembly (2) is used to carry the transport vehicle. The carrier plate assembly (2) includes a plurality of carrier plates (21) spliced ​​together in sequence. The carrier plates (21) are erected on the carrier frame and are assembled with the first main beam (131) and the second main beam (132). The carrier plate (21) includes a concrete structure (212) and two steel meshes (211). The two steel meshes (211) are spaced apart in the concrete structure (212) along the thickness direction of the concrete structure (212). The rack transport platform also includes a first filler and a plurality of plug-in components (1311). The bearing plate (21) is provided with a plurality of holes (214). The plurality of plug-in components (1311) are respectively disposed on the first main beam (131) and the second main beam (132), and the plurality of plug-in components (1311) are inserted into the plurality of holes (214) one by one. The first filler is filled into the holes (214). The first filler is used to anchor the plug-in components (1311) so that the bearing plate (21) is connected to the first main beam (131) and the second main beam (132). The shelf transport platform also includes a limiting member (1312), which is disposed in the insertion hole (214) and threadedly connected to the limiting member (1312); The connector (1311) includes a first connector segment and a second connector segment that are bent and connected. The end of the first connector segment away from the second connector segment is disposed on the first main beam (131). The rack transport platform also includes a first connector (215) and a second connector (216). The concrete structure (212) includes a body (2121) and two bosses (2122). The two bosses (2122) are respectively located on both sides of the body (2121) along the extension direction of the first main beam (131). The upper surface of the bosses (2122) is lower than the upper surface of the body (2121). A stepped structure (213) is formed at the junction of the body (2121) and the bosses (2122). The first connector (215) is embedded in the... The boss (2122) is exposed, and the upper surface of the first connector (215) is exposed. The stepped structures (213) of the two adjacent bearing plates (21) abut against each other to form a stepped groove (217) between the two adjacent bearing plates (21). The first connectors (215) of the two adjacent bearing plates (21) are flush. The second connector (216) is placed on the first connectors (215) of the two adjacent bearing plates (21), and the second connector (216) is fixedly connected to the first connectors (215) of the two adjacent bearing plates (21).

2. The shelf transport platform according to claim 1, characterized in that, The shelf transport platform also includes a second filler material, which is filled in the step groove (217) and is used to anchor the first connector (215) and the second connector (216).

3. The shelf transport platform according to claim 1, characterized in that, Both the first connector (215) and the second connector (216) are steel plates.

4. The rack transport platform according to any one of claims 1-2, characterized in that, The support frame (1) also includes secondary beams. At least one secondary beam is provided between any two adjacent third main beams (133). The two ends of the secondary beams are connected to the first main beam (131) and the second main beam (132) respectively. The bearing plate (21) is erected on the secondary beams.

5. The rack transport platform according to any one of claims 1-2, characterized in that, The bearing plate (21) also includes a lifting assembly, which includes a connected anchor and a lifting ring. The anchor is embedded in the concrete structure (212), and the end of the lifting ring away from the anchor extends out of the concrete structure (212). The lifting ring can be hooked onto a crane.

6. A method for manufacturing a racking transport platform, used to manufacture the racking transport platform as described in any one of claims 1-5, characterized in that, The method for preparing the shelf transport platform includes: Prefabricate multiple of the aforementioned support plates (21); Multiple first columns (11) and multiple second columns (12) are spaced apart, and a first main beam (131) is connected between any two adjacent first columns (11), a second main beam (132) is connected between any two adjacent second columns (12), and a third main beam (133) is connected between each first column (11) and the corresponding second column (12). Multiple bearing plates (21) are sequentially spliced ​​and erected on the bearing frame, and the bearing plates (21) are assembled and connected to the first main beam (131) and the second main beam (132).

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