CN206108127U - Entablature of superelevation type stacker - Google Patents
Entablature of superelevation type stacker Download PDFInfo
- Publication number
- CN206108127U CN206108127U CN201621102220.6U CN201621102220U CN206108127U CN 206108127 U CN206108127 U CN 206108127U CN 201621102220 U CN201621102220 U CN 201621102220U CN 206108127 U CN206108127 U CN 206108127U
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- China
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- entablature
- steel pipe
- bearing structure
- stacker
- piler
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Abstract
The utility model provides an entablature of superelevation type stacker, include, main part load bearing structure and assembly pulley, the assembly pulley install in the relevant position at main part load bearing structure both ends, main part load bearing structure is the rectangle steel pipe, the rectangle steel pipe is lapped fixed connection by upper cover plate, the web that lies in the left and right sides under and is formed, the upper cover plate extends with lower apron the web, rectangle steel pipe internal fixation is equipped with a plurality of reinforcing plates. This application through the reasonable main part load bearing structure who sets up the entablature for rectangle steel pipe form, strengthened the strength and rigidity of entablature, improved the wholeness ability of double -column stacker. Under the great or high -speed condition about moving of stacker acceleration, the entablature has reduced the stacker engine vibration and the amplitude of oscillation, has shortened the positioning time owing to have higher strength and rigidity, has improved the work efficiency of high -speed stacker.
Description
Technical field
This utility model is related to logistic storage piler equipment technical field, and in particular to a kind of super-high piler it is upper
Crossbeam.
Background technology
Piler is to realize that automatization picks and places the visual plant of goods in automatic stereowarehouse, and its metal structure includes two
Column and the column of upper and lower crossbeam, i.e., two are connected by flange between upper and lower crossbeam respectively, entablature be located at two columns it
On, ensureing that piler is run along day rail direction by directive wheel group, the fixed pulley group for being wrapped steel wire rope is placed in entablature,
Entablature not only needs to undertake and comes from stacker loading platforms and its all stress on fork mechanism, in addition it is also necessary to undertakes and comes from
The bending force that column deformation itself causes.
Adopting square steel form of tubes at present the entablature agent structure of super-high piler, such version is simple, nothing more
Individually strengthen the method position poor to stress.When super-high piler acceleration is larger or high-speed cruising in the case of, on
Crossbeam is easily caused that piler complete machine oscillation is larger with the amplitude of oscillation, positioning time lengthens due to not having higher intensity and rigidity,
And installing at pulley, easily producing stress concentration, constrain the work efficiency of high-speed buck stacker in terms of overall.
Utility model content
(1) technical problem to be solved
The purpose of this utility model is to provide a kind of entablature of super-high piler, solve piler entablature intensity with
The low problem of rigidity.
(2) technical scheme
In order to solve above-mentioned technical problem, this utility model provides a kind of entablature of super-high piler, including main body
Bearing structure and assembly pulley, the assembly pulley are installed on the relevant position at the main body bearing structure two ends, and the main body is carried
Structure is rectangular steel pipe, and the rectangular steel pipe is formed by fixedly connecting by upper cover plate, web and lower cover positioned at the left and right sides, institute
State upper cover plate and extend the web with lower cover, in the rectangular steel pipe, be fixed with multiple reinforcing plates.
Wherein, the rectangular steel pipe is welded by the upper cover plate, web and lower cover.
Wherein, the upper cover plate is more than two pleurosternal thickness with the thickness of lower cover.
Wherein, the section of the reinforcing plate is concave.
Wherein, the rectangular steel pipe is provided with pulley yoke, and the pulley yoke is provided with protection assembly pulley.
Wherein, the rectangular steel pipe both sides are fixed with flanged plate, and the flanged plate is provided with connecting hole.
(3) beneficial effect
This utility model provides a kind of entablature of super-high piler, and its main body bearing structure is rectangular steel pipe, this Shen
It is rectangular steel pipe form that please pass through the rational main body bearing structure for arranging entablature, enhances the intensity and rigidity of entablature,
Improve the overall performance of double-column piler.When piler acceleration is larger or high-speed cruising in the case of, entablature by
In with higher intensity and rigidity, reducing piler complete machine oscillation and the amplitude of oscillation, shortening positioning time, high speed heap is improve
The work efficiency of stack machine.
Description of the drawings
Fig. 1 is a kind of entablature structural representation of super-high piler of this utility model；
Fig. 2 is the structural representation of rectangular steel pipe in a kind of entablature of super-high piler of this utility model；
Fig. 3 is the side view of rectangular steel pipe in a kind of entablature of super-high piler of this utility model；
Description of reference numerals
1- rectangular steel pipes；2- assembly pulleys；3- pulley yokes；4- flanged plates；5- upper cover plates；6- webs；7- lower covers；8- strengthens
Plate.
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Example is used to illustrate this utility model, but is not limited to scope of the present utility model.
In description of the present utility model, it should be noted that unless otherwise clearly defined and limited, term " peace
Dress ", " being connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected, or be detachably connected, or integratedly
Connection；Can be mechanically connected, or electrically connect；Can be joined directly together, it is also possible to be indirectly connected to by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning of the language in this utility model.
As shown in figure 1, a kind of entablature of super-high piler includes rectangular steel pipe 1, assembly pulley 2.The assembly pulley 2 is pacified
The relevant position at the left and right two ends loaded on the rectangular steel pipe 1.The rectangular steel pipe two ends are welded with flanged plate 4, the flange
Plate 4 is provided with connecting hole, and entablature is connected with two heel post of piler by the connecting hole that flanged plate 4 is provided with.Further,
Junction at entablature and two columns, using modular design method.Flanged plate can select thickness of slab as needed, and can spirit
Adjustment welding position living, is installed and positioning with the piler for meeting different specification size.
Further, 1 one end welded pulley frame 3 of the rectangular steel pipe, the pulley yoke 3 is provided with protection assembly pulley,
Protective action is played in piler running.
Such as Fig. 2, shown in Fig. 3, rectangular steel pipe 1 is welded to form by upper cover plate 5, the web 6 and lower cover 7 positioned at both sides.
In the case of overall structure size constancy, targetedly increase structural strength, the upper lid of different-thickness can be selected as needed
Plate, web and lower cover, so as to be assembled into the entablature of different-stiffness and intensity, meet the global design need of high-speed buck stacker
Ask.Upper cover plate in the present embodiment is more than two pleurosternal thickness with the thickness of lower cover.
Weld multiple reinforcing plates 8 in relevant position in rectangular steel pipe 1.For example, in 2 installation place of assembly pulley and stress concentration
Position, arranges reinforcing plate 8, constitutes a box-structure, forms the reasonable structure form of integrated carrying.In order to weld reinforcing plate 8
Convenient, upper cover plate 5 is provided with functional hole.8 cross section of reinforcing plate in the present embodiment is " recessed " shape.
The present embodiment provides a kind of entablature of super-high piler, and its main body bearing structure is rectangular steel pipe, by upper lid
Plate, web and lower cover are welded to form.It is rectangular steel pipe form by the rational main body bearing structure for arranging entablature, strengthens
The intensity and rigidity of entablature, improves the overall performance of double-column piler.And piler acceleration it is larger or
In the case of high-speed cruising, entablature is due to higher intensity and rigidity, reducing piler complete machine oscillation with the amplitude of oscillation, contracting
Short positioning time, improve the work efficiency of high-speed buck stacker.
Preferred embodiment of the present utility model is the foregoing is only, it is not to limit this utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc. should be included in this utility model
Protection domain within.
Claims (6)
1. a kind of entablature of super-high piler, including, main body bearing structure and assembly pulley, the assembly pulley is installed on described
The relevant position at main body bearing structure two ends, it is characterised in that the main body bearing structure be rectangular steel pipe, the rectangular steel pipe
It is formed by fixedly connecting by upper cover plate, web and lower cover positioned at the left and right sides, the upper cover plate extends described with lower cover
Web, is fixed with multiple reinforcing plates in the rectangular steel pipe.
2. the entablature of a kind of super-high piler according to claim 1, it is characterised in that the rectangular steel pipe is by institute
State upper cover plate, web and lower cover to be welded.
3. the entablature of a kind of super-high piler according to claim 2, it is characterised in that the upper cover plate and lower cover
The thickness of plate is more than two pleurosternal thickness.
4. a kind of entablature of super-high piler according to claim 3, it is characterised in that the section of the reinforcing plate
To fall concave.
5. a kind of entablature of the super-high piler according to any one of claim 1-4, it is characterised in that the rectangle
Steel pipe is provided with pulley yoke, and the pulley yoke is provided with protection assembly pulley.
6. a kind of entablature of super-high piler according to claim 5, it is characterised in that the rectangular steel pipe both sides
Flanged plate is fixed with, the flanged plate is provided with connecting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621102220.6U CN206108127U (en) | 2016-09-30 | 2016-09-30 | Entablature of superelevation type stacker |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621102220.6U CN206108127U (en) | 2016-09-30 | 2016-09-30 | Entablature of superelevation type stacker |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206108127U true CN206108127U (en) | 2017-04-19 |
Family
ID=58528263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621102220.6U Active CN206108127U (en) | 2016-09-30 | 2016-09-30 | Entablature of superelevation type stacker |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206108127U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108340131A (en) * | 2018-03-30 | 2018-07-31 | 南通振华重型装备制造有限公司 | A kind of lower cross beam flange integral production method |
| CN110683486A (en) * | 2019-11-12 | 2020-01-14 | 广州键宇货架有限公司 | Modular stacker |
-
2016
- 2016-09-30 CN CN201621102220.6U patent/CN206108127U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108340131A (en) * | 2018-03-30 | 2018-07-31 | 南通振华重型装备制造有限公司 | A kind of lower cross beam flange integral production method |
| CN110683486A (en) * | 2019-11-12 | 2020-01-14 | 广州键宇货架有限公司 | Modular stacker |
| CN110683486B (en) * | 2019-11-12 | 2024-05-24 | 广州键宇货架有限公司 | Modularized stacker |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100007 Lama Temple street, Dongcheng District, Dongcheng District, Beijing Patentee after: Beijing lifting and conveying machinery design and Research Institute Co., Ltd. Address before: 100007 Lama Temple street, Dongcheng District, Dongcheng District, Beijing Patentee before: Beijing Materials Handling Research Institute |