Tooling for integrally vertically and horizontally moving gantry crane

By designing a tooling that combines a module vehicle and a support frame, the overall transportation problem of the gantry crane is solved, reliable overall transportation of the equipment is achieved, cost is reduced and the service life of the equipment is extended.

CN222453479UActive Publication Date: 2025-02-11JIANGSU YONGJIE SPECIAL EQUIP CO LTD
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Patent Information

Application Number
CN202421123550.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-22
Publication Date
2025-02-11
Estimated Expiration
2034-05-22

AI Technical Summary

Technical Problem

The prior art cannot realize the overall vertical and horizontal transportation of the gantry crane, which will require disassembly and then assemble, which is time-consuming and laborious and increases costs.

Method used

A tool for overall vertical and horizontal transportation of a door-mounted crane is designed, and a combination of a module truck and a support frame is used to achieve stable and reliable lifting and movement of the door-mounted crane through the middle support and the two side support.

Benefits of technology

It realizes reliable overall transportation of gantry cranes, reduces manpower and material costs, extends the service life of the equipment, and shortens the construction period for the equipment to be put into use again.

✦ Generated by Eureka AI based on patent content.

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    Figure CN222453479U_ABST
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Abstract

The utility model relates to a tool for integrally vertically and horizontally moving a gantry crane, which comprises a left side module vehicle and a right side module vehicle, the left side module vehicle and the right side module vehicle are symmetrically arranged about the central axis of the gantry crane, a left support frame is arranged on the left side module vehicle, and a right support frame is arranged on the right side module vehicle; the left supporting frame and the right supporting frame are the same in structure and comprise two carrying pole box girders arranged in parallel, one end of each carrying pole box girder is connected with a vertically-arranged jacking stand column, and an upper cross beam is arranged at the upper ends of the two jacking stand columns so as to be connected with the two jacking stand columns. The gantry crane is reliably and integrally transported by adopting a mode of the module vehicle and the support frame, so that manpower and material resources are reduced, and the cost is greatly saved. The gantry crane adopts an integral transportation mode, so that the performance and the service life of the gantry crane cannot be influenced by repeated disassembly. And the construction period that the gantry crane is put into use again is shortened, and generally, the overall transportation time is only 2-3 hours.
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Description

[Technical field]

[0001] The utility model relates to the technical field of logistics equipment, in particular to a tooling for overall vertical and horizontal transportation of a portal crane. [Background technology]

[0002] On the dock, the gantry crane usually needs to be moved a short distance. Currently, the gantry crane can only be disassembled and then the parts are transported to the designated location for assembly. This is not only time-consuming and labor-intensive, but also increases costs. [Contents of the utility model]

[0003] In order to solve the above problems, the purpose of the utility model is to provide a tool for the overall vertical and horizontal movement of a gantry crane, which can transport the gantry crane as a whole.

[0004] To achieve the above-mentioned purpose, the technical solution adopted by the utility model is: a tooling for the overall vertical and horizontal transfer of a gantry crane, including a left module car and a right module car, the left module car and the right module car are symmetrically arranged with respect to the central axis of the gantry crane, the left module car is provided with a left support frame, and the right module car is provided with a right support frame; the left support frame and the right support frame have the same structure, including two parallel shoulder pole box girders, one end of each shoulder pole box girder is connected to a vertically arranged jacking column, and the upper ends of the two jacking columns are provided with an upper cross beam to connect the two jacking columns.

[0005] The overall vertical and horizontal transfer tooling of a portal crane in the utility model is further configured as follows: two cross-arranged reinforcing columns are arranged between the two jacking columns.

[0006] The overall vertical and horizontal transfer tooling of a gantry crane in the utility model is further configured as follows: an inclined support column is respectively arranged between each shoulder pole box beam and the jacking column, one end of the inclined support column is connected to the shoulder pole box beam, and the other end of the inclined support column is connected to the jacking column.

[0007] The overall vertical and horizontal transport tooling of a portal crane in the utility model is further configured as follows: a left road base plate is arranged between the left module vehicle and the left support frame.

[0008] The overall vertical and horizontal transport tooling of a portal crane in the utility model is further configured as follows: a right road base plate is arranged between the right module vehicle and the right support frame.

[0009] Compared with the prior art, the utility model has the following beneficial effects: the above-mentioned tooling for the overall vertical and horizontal transfer of a portal crane adopts a modular vehicle plus a support frame to reliably transport the portal crane as a whole, which not only reduces manpower and material resources, but also greatly saves costs. The portal crane adopts the method of overall transportation, and its performance and service life will not be affected by multiple disassembly. In addition, the construction period for the portal crane to be put into use again is greatly shortened, and the overall transportation time generally only takes 2-3 hours.

Brief Description of the Drawings

[0010] Figure 1 It is a structural schematic diagram of the utility model.

[0011] Figure 2 yes Figure 1 Schematic diagram of the left view structure.

[0012] Figure 3 yes Figure 1 Schematic diagram of the three-dimensional structure of the middle support frame.

[0013] In the figure: 1. left module car, 2. right module car, 3. portal crane, 4. left support frame, 5. right support frame, 6. shoulder pole box beam, 7. lifting column, 8. upper cross beam, 9. reinforcement column, 10. inclined support column, 11. left road base plate, 12. right road base plate. [Specific implementation method]

[0014] The following is a further detailed description of the overall vertical and horizontal transfer tooling of a portal crane described in the utility model through specific embodiments.

[0015] like Figures 1 to 3 As shown, a tooling for the overall vertical and horizontal movement of a gantry crane comprises a left module car 1 and a right module car 2, the left module car 1 and the right module car 2 are symmetrically arranged with respect to the central axis of the gantry crane 3, the left module car 1 is provided with a left support frame 4, and the right module car 2 is provided with a right support frame 5; the left support frame 4 and the right support frame 5 have the same structure, comprising two parallel shoulder pole box beams 6, one end portion of each shoulder pole box beam 6 is connected with a vertically arranged jacking column 7, and the upper ends of the two jacking columns 7 are provided with an upper cross beam 8 to connect the two jacking columns 7.

[0016] As a preferred solution, two cross-arranged reinforcing columns 9 are arranged between the two jacking columns 7 to increase the connection stability between the two jacking columns 7.

[0017] As a preferred solution, an inclined support column 10 is respectively arranged between each shoulder pole box beam 6 and the jacking column 7, one end of the inclined support column 10 is connected to the shoulder pole box beam 6, and the other end of the inclined support column 10 is connected to the jacking column 7, so as to increase the connection stability between the shoulder pole box beam 6 and the jacking column 7.

[0018] As a preferred solution, a left road substrate 11 is provided between the left module vehicle 1 and the left support frame 4. A right road substrate 12 is provided between the right module vehicle 2 and the right support frame 5. The left road substrate 11 and the right road substrate 12 can be increased or decreased according to actual usage.

[0019] The working principle of the utility model is: when in use, the left module car 1 and the right module car 2 are arranged side by side below the portal crane 3, the left module car 1 is provided with a left support frame 4, and the right module car 2 is provided with a right support frame 5, so that the upper crossbeam 8 is in conflict with the door frame bottom beam of the portal crane 3 to form a middle support, and the end of the shoulder pole box beam 6 is inserted into the two side frames of the portal crane 3 to form two side supports. After the left support frame 4 and the right support frame 5 are installed, the left module car 1 and the right module car 2 are lifted, and the entire portal crane 3 is stably and reliably lifted through the middle support and the two side supports, thereby realizing movement.

[0020] Compared with the prior art, the utility model has the following beneficial effects: the above-mentioned integral transport tooling of a portal crane 3 adopts a modular vehicle plus a support frame to reliably transport the portal crane 3 as a whole, which not only reduces manpower and material resources, but also greatly saves costs. The portal crane 3 adopts an integral transport method, and its performance and service life will not be affected by multiple disassembly. In addition, the construction period for the portal crane to be put into use again is greatly shortened, and the overall transportation time generally only takes 2-3 hours.

[0021] The above-mentioned embodiments are only illustrative of the principles and effects of the invention, as well as some embodiments of its application, and are not intended to limit the invention. It should be pointed out that a person skilled in the art can make several modifications and improvements without departing from the inventive concept of the invention, and all of these belong to the protection scope of the invention.

Claims

1. A tooling for overall vertical and horizontal transport of a portal crane, characterized in that: It comprises a left module car and a right module car, which are symmetrically arranged with respect to the central axis of the portal crane, the left module car is provided with a left support frame, and the right module car is provided with a right support frame; the left support frame and the right support frame have the same structure, comprising two parallel shoulder pole box beams, one end of each shoulder pole box beam is connected with a vertically arranged jacking column, and the upper ends of the two jacking columns are provided with an upper cross beam to connect the two jacking columns.

2. The tooling for overall vertical and horizontal movement of a portal crane as claimed in claim 1, characterized in that: Two cross-arranged reinforcement columns are arranged between the two lifting columns.

3. The tooling for overall vertical and horizontal movement of a portal crane as claimed in claim 1, characterized in that: An oblique support column is respectively arranged between each shoulder pole box beam and the jacking column, one end of the oblique support column is connected to the shoulder pole box beam, and the other end of the oblique support column is connected to the jacking column.

4. The tooling for overall vertical and horizontal movement of a portal crane as claimed in claim 1, characterized in that: A left road base plate is arranged between the left module vehicle and the left support frame.

5. The tooling for overall vertical and horizontal movement of a portal crane as claimed in claim 1, characterized in that: A right road base plate is arranged between the right module vehicle and the right support frame.