CN216686554U

CN216686554U - Ultrahigh stacker stand structure

Info

Publication number: CN216686554U
Application number: CN202122418029.XU
Authority: CN
Inventors: 徐孝琴; 杨海飞
Original assignee: Robo Technologiesautomation Suzhou Co ltd
Current assignee: Robo Technologiesautomation Suzhou Co ltd
Priority date: 2021-10-08
Filing date: 2021-10-08
Publication date: 2022-06-07
Anticipated expiration: 2031-10-08

Abstract

The utility model relates to an upright post structure of an ultrahigh stacker, which comprises: two girders, two set up a plurality of crossbeams between the girder, adjacent two all set up the bracing beam between the crossbeam, girder, crossbeam and bracing beam are the rectangular pipe. According to the utility model, the two main beams are provided with the cross beams, the diagonal bracing beam is arranged between the cross beams, the main beams, the cross beams and the diagonal bracing beam form a hollowed triangular structure, the triangular structure has stronger stability, so that the strength of a stand column structure formed by the main beams, the cross beams and the diagonal bracing beam is greater than that of a stand column structure of a single rectangular tube, and the main beams, the cross beams and the diagonal bracing beam are all rectangular tubes and have hollowed structures, so that the overall quality of the stand column structure is less than that of a stand column structure formed by splicing and welding steel plate section steel.

Description

Ultrahigh stacker stand structure

Technical Field

The utility model relates to the technical field of stacking machines, in particular to an upright post structure of an ultrahigh stacking machine.

Background

The upright column structure is one of the main bearing structures of the stacker and is used for supporting the stacker, so that the stacker can extend longitudinally, and the upright column structure also provides a guiding and supporting function for lifting and taking goods from the goods carrying platform. At present, the upright column structure mainly comprises a rectangular pipe (including a square pipe) structure, a steel plate profile steel tailor-welding structure and an aluminum profile die sinking structure.

However, the rectangular tube structure is suitable for the height below 30m, and as the height of the stacker is increased again, the strength of the rectangular tube cannot meet the use condition; the steel plate section steel tailor-welding structure disclosed in patent CN 102689861 a is suitable for overweight and ultrahigh (more than 30 m) occasions, but the production process is complicated, the requirement on a tool fixture is high, and the overall welded part is heavy in weight; the aluminum profile mold opening structure is generally applied to occasions with ultra-light weight and height below 12m, extra punching is not needed, but the using occasions are too limited, and the using frequency is not high.

Therefore, an ultrahigh stacker upright structure needs to be designed, and the problem that when the stacker is larger than 30 meters, the strength of the independent rectangular pipe upright structure is insufficient, and the quality of the steel plate section steel tailor-welded upright structure is large is solved.

SUMMERY OF THE UTILITY MODEL

Therefore, the technical problem to be solved by the utility model is to overcome the problem that the whole quality of the steel plate section steel tailor-welded stand column structure is larger when the stacking machine is larger than 30 meters in the prior art.

In order to solve the technical problem, the utility model provides an upright post structure of an ultrahigh stacker, which comprises: two girders, two set up a plurality of crossbeams between the girder, adjacent two all set up the bracing beam between the crossbeam, girder, crossbeam and bracing beam are the rectangular pipe.

In one embodiment of the utility model, the cross beams are welded between the two main beams, the raker beam is welded between the two cross beams, and the fixed flange plates are welded at two ends of the main beams.

In one embodiment of the utility model, the upper end surface and the lower end surface of the main beam are provided with fixed flange plates for connecting the two upright post structures.

In one embodiment of the utility model, the cross beams are flush with the front and rear end faces of the main beams.

In one embodiment of the utility model, support frames are arranged on the front end surface and the rear end surface of the main beam, and the support frames are used for mounting a cargo platform.

In one embodiment of the utility model, the support frame is flat steel, and the support frame is welded on the main beam.

Compared with the prior art, the technical scheme of the utility model has the following advantages:

according to the ultrahigh stacker upright post structure, the two main beams are provided with the cross beams, the inclined support beams are arranged between the cross beams, the main beams, the cross beams and the inclined support beams form a hollowed triangular structure, the triangular structure has high stability, the strength of the upright post structure formed by the main beams, the cross beams and the inclined support beams is higher than that of an independent rectangular tube upright post structure, and the main beams, the cross beams and the inclined support beams are all rectangular tubes and have hollowed structures, so that the overall quality of the upright post structure is lower than that of an upright post structure formed by splicing and welding steel plate section steel.

Drawings

In order that the present disclosure may be more readily and clearly understood, reference is now made to the following detailed description of the embodiments of the present disclosure taken in conjunction with the accompanying drawings, in which

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic diagram of the main structure of the present invention;

FIG. 3 is a schematic top view of the present invention;

FIG. 4 is a schematic cross-sectional view of a rectangular tube according to the present invention.

The specification reference numbers indicate: 1. a main beam; 2. a cross beam; 3. a diagonal bracing beam; 4. fixing the flange plate; 5. a support frame.

Detailed Description

The present invention is further described below in conjunction with the following figures and specific examples so that those skilled in the art may better understand the present invention and practice it, but the examples are not intended to limit the present invention.

Referring to fig. 1 to 4, the utility model relates to an ultrahigh stacker column structure, which is characterized in that: the pillar structure includes: two girder 1, two set up a plurality of crossbeams 2 between the girder 1, adjacent two all set up bracing beam 3 between the crossbeam 2, girder 1, crossbeam 2 and bracing beam 3 form the triangle-shaped structure, girder 1, crossbeam 2 and bracing beam 3 are the rectangular pipe.

The working principle and the beneficial effects of the technical scheme are as follows: the cross beams 2 are arranged on the two main beams 1, the diagonal bracing beams 3 are arranged between the cross beams 2, the main beams 1, the cross beams 2 and the diagonal bracing beams 3 form a hollowed triangular structure, the triangular structure has stronger stability, the structural strength of the upright post formed by the main beams 1, the cross beams 2 and the diagonal bracing beams 3 is greater than that of an independent upright post structure of the rectangular tube, the problem that the structural strength of the upright post of the rectangular tube cannot meet the use condition when the stacker is greater than 30 meters in the prior art is solved, the main beam 1, the cross beam 2 and the diagonal bracing beam 3 are all rectangular tubes, the mass of the rectangular tubes is less than that of the upright column structure of the steel plate section steel in tailor welding, and the hollow structure can further reduce the overall mass of the upright column structure, the utility model discloses a stand structural strength be greater than the stand structure that solitary rectangular pipe stand structure and quality are less than steel sheet shaped steel tailor-welding, have more the practicality, and fretwork in the middle of the structure, still for walking the line convenience that provides certain space and threading.

Preferably, the cross beams 2 are welded between the two main beams 1, and the raker beams 3 are welded between the two cross beams 2.

The main beam 1, the cross beam 2 and the diagonal bracing beam 3 are connected in a welding mode, the welding process is simple, the connection is firm, the production process of the stand column structure is simple, and the manufacturing cost is saved.

Preferably, the upper end face and the lower end face of the main beam 1 are provided with fixing flange plates 4 for mutual connection between the two upright post structures.

A plurality of stand column structure connection can be realized through the fixing flange plate 4, the height of the stacker can be conveniently adjusted, the stacker is suitable for production requirements of different heights, and the stand column structure is independent and convenient to store and transport.

Preferably, the fixed flange plates 4 are welded to the upper end face and the lower end face of the main beam 1.

The connecting mode is simple and firm through welding.

Preferably, the cross beam 2 is flush with the front and rear end faces of the main beam 1.

Crossbeam 2 with terminal surface parallel and level around the girder 1 can guarantee that the girder 1 front and back terminal surface all has the support, improves stand structure's stability.

Preferably, support frames 5 are arranged on the front end face and the rear end face of the main beam 1, and the support frames 5 are used for mounting a cargo platform.

The supporting frame 5 is arranged to facilitate lifting, guiding and supporting of the cargo platform.

Preferably, the support frame 5 is flat steel, and the support frame 5 is welded on the main beam 1.

The flat steel structure is firm, and the guide pulley operation is conveniently risen above the flat face, and the perpendicular narrow face direction moment of inertia is great, can bear great pressure of getting goods.

It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications therefrom are within the scope of the utility model.

Claims

1. The utility model provides a superelevation stacker stand structure which characterized in that: the pillar structure includes: two girder (1), two set up a plurality of crossbeams (2), adjacent two between girder (1) all set up bracing roof beam (3) between crossbeam (2), girder (1), crossbeam (2) and bracing roof beam (3) form the triangle-shaped structure, girder (1), crossbeam (2) and bracing roof beam (3) are the rectangular pipe.

2. The ultrahigh stacker column structure of claim 1, wherein: the cross beam (2) is welded between the two main beams (1), and the diagonal bracing beam (3) is welded between the two cross beams (2).

3. The ultrahigh stacker column structure of claim 1, wherein: the upper end face and the lower end face of the main beam (1) are respectively provided with a fixed flange plate (4) for mutual connection between the two upright post structures.

4. The ultrahigh stacker column structure of claim 3, wherein: the fixed flange plates (4) are welded on the upper end face and the lower end face of the main beam (1).

5. The ultrahigh stacker column structure of claim 1, wherein: the cross beam (2) is flush with the front end face and the rear end face of the main beam (1).

6. The ultrahigh stacker column structure of claim 1, wherein: the front end face and the rear end face of the main beam (1) are provided with support frames (5), and the support frames (5) are used for installing lifting guide rails.

7. The ultrahigh stacker column structure of claim 6, wherein: the support frame (5) is flat steel, and the support frame (5) is welded on the main beam (1).