CN206070750U - A kind of novel storage steel structure platform - Google Patents
A kind of novel storage steel structure platform Download PDFInfo
- Publication number
- CN206070750U CN206070750U CN201620849937.0U CN201620849937U CN206070750U CN 206070750 U CN206070750 U CN 206070750U CN 201620849937 U CN201620849937 U CN 201620849937U CN 206070750 U CN206070750 U CN 206070750U
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- girder
- column
- steel structure
- secondary beam
- structure platform
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Abstract
The utility model discloses a kind of novel storage steel structure platform, wherein, including column, girder and secondary beam, girder is removably installed on the outer surface of column, and it is mutually perpendicular between column and girder, secondary beam is removably connected with girder, and floor can be installed in the top of perpendicular position relationship, girder and secondary beam between girder and secondary beam；Novel storage steel structure platform in the present embodiment can avoid the wasting of resources, save raw material by process modification；Meanwhile, improve production efficiency, high-volume modularized production are possibly realized；And working security is improved, and can at utmost protect workmen's safety and construction party risk；Construction period is relatively short, can win the opening in advance of preciousness for client or put into effect；The popularization on a large scale of storage steel platform is additionally aided in addition；Storage space utilization rate can be finally increased substantially, client's warehouse cost is saved, society's storage resource utilization is improved.
Description
Technical field
This utility model is related to a kind of technical field of storage platform, in particular for a kind of novel storage steel construction
Platform.
Background technology
Traditional storage steel structure platform, agent structure are made up of column, girder, secondary beam etc., have corresponded to solid respectively
Direction, three directions that horizontal plane is horizontal, horizontal plane is longitudinal perpendicular to the ground in structure.
Column is typically the facade load-bearing main body of storage steel structure platform, according to load-bearing needs, typically select 4mm or with
The square steel of upper thickness or H profile steel, square steel sectional dimension is generally in more than 150mm*150mm.Column bottom landing position is welded
Ground connection sole, increases lifting surface area, reduces the pressure to ground.Between base anchor and ground, fixed by setscrew.Column
The position of upper connection girder, welding supporting spring or bracket, for carrying and fixing girder.
Girder is the plane cross-brace main body of storage steel structure platform, generally according to load-bearing need, from 4mm or with
The H profile steel or C-type steel of upper thickness, depth of section is in more than 250mm.Erection of main beam is in the corresponding one group of supporting spring of adjacent upright posts or support
On frame, and fixed by high-strength bolt, high-strength bolt plays a part of stress and fixed position simultaneously.
Secondary beam is articulated on girder, vertical with girder direction.
But existing platform has some following shortcomings：
1st, high cost, steel raw material usage are big, and the wasting of resources is unfavorable for environmental protection：
Steel structure platform in warehouse, is generally all processed and is installed by shelf production firm.Shelf are produced, and are all used substantially whole
The sheet material of volume, is punched out with streamline, cold rolling bending, blocks, welds, final molding.And square steel and H profile steel, shelf life
Business men cannot all be produced substantially, can only the directly higher finished product square steel of procurement price or H profile steel, then do and simply block, weld
The secondary operations such as connect.
2nd, install complicated, long construction period, high labor intensive install risk factor big：
Need to weld supporting spring or bracket on column, then connected with high-strength bolt and girder.The complexity of installation, and it is existing
Spliced installation for shelf is compared, and is wasted time and energy, while danger is also larger.
3rd, structural change very flexible：
Square steel/H profile steel column, after machining, girder supporting spring is welded on level altitude and position, during construction only
Can be installed according to design, if run into live special circumstances or design is adjusted temporarily, cause steel construction to put down
The height change of platform, that just can only return factory column, re-work, it is impossible to make corresponding adjustment at the scene.
4th, long the production cycle, it is impossible to form modularized production with traditional shelf：
Square steel and H profile steel are simply processed after needing to purchase section bar, it is impossible to use the streamline life of shelf production firm
Production. art, so modularized production, the inefficiency in production and processing, along with extra cannot be formed with shelf miscellaneous part
Buying hour, can cause the steel platform entirety production cycle elongated, and the fast pace development of modern logistics runs in the opposite direction.
Utility model content
In order to solve the shortcoming of above-mentioned existing storage steel structure platform, this utility model provides a kind of novel storage
Use steel structure platform.
To reach above-mentioned purpose, this utility model provides a kind of novel storage steel structure platform, wherein, including column,
Girder and secondary beam, the girder are removably installed on the outer surface of the column, and the column and the girder
Between be mutually perpendicular to, the secondary beam is removably connected with the girder, and perpendicular between the girder and the secondary beam
The top of position relationship, the girder and the secondary beam can be installed by floor.
Above-mentioned novel storage steel structure platform, wherein, the column bottom welds base anchor, and the uprights vertical is in institute
State lower margin plate surface.
Above-mentioned novel storage steel structure platform, wherein, the column is embraced by two structure identical type column docking
Weldering is formed.
Above-mentioned novel storage steel structure platform, wherein, the column is in I shape hollow cylinder structure, and the column
The Vertical Square on surface sets up several hanging holes.
Above-mentioned novel storage steel structure platform, wherein, there is between some hanging holes 5cm spacing two-by-two.
Above-mentioned novel storage steel structure platform, wherein, the girder is C-type steel, and the left and right two ends of the girder are each
Hang tag with some, the girder is hung on the column by described hanging tag.
Above-mentioned novel storage steel structure platform, wherein, the secondary beam is C-type steel, and any one end of the secondary beam
It is secured by bolts on the girder.
Above-mentioned novel storage steel structure platform, wherein, the girder and the secondary beam are mutually perpendicular to and both water
Flat height is consistent.
The beneficial effects of the utility model are：
（1）The shelf post and C-type steel primary-secondary beam of novel storage steel structure platform of the present utility model, can be by
Shelf production firm voluntarily produces, and raw material is all the sheet material of entire volume, by streamline punching, cold rolling bending, blocks, welds,
Final molding.Without the need for going again to purchase expensive finished product square steel or H profile steel.Energy energy saving, compares environmentally friendly simultaneously
（2）Uniformly arrange on the shelf post of novel storage steel structure platform of the present utility model at a distance of the extension of 5cm
Hole, up-small and down-big, water-drop-shaped or kidney-shaped.C-type girder two ends weld it is similar with guard frame rail hang tag, directly girder during installation
It is articulated on the hanging hole of column, then is locked with safety pin, simple installation is quick.
（3）Uniformly arrange on the shelf post of novel storage steel structure platform of the present utility model at a distance of the extension of 5cm
Hole, c-type girder two ends are welded and are hung tag.If the height of interim adjustment steel structure platform is needed during in-site installation, can be flexible
Height is adjusted up and down（Multiple of the adjustment amplitude for 5cm）, without the need for any live secondary operations or return factory and do over again.Under partial picture
The column for being alternatively arranged as heavy weight shelving is recycled
（4）Novel storage steel structure platform of the present utility model is formed due to the shelf post butt welding for adopting routine, institute
Got ready the goods with raw material throughout the year, production can be merged with other orders, so as to shorten the production cycle.
Description of the drawings
With reference to the accompanying drawings and examples this utility model is further illustrated:
Fig. 1 is the axonometric chart of novel storage steel structure platform in the present embodiment；
Fig. 2 is the front view of novel storage steel structure platform in the present embodiment；
Fig. 3 is the top view of novel storage steel structure platform in the present embodiment.
Specific embodiment：
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings, but not as of the present utility model
Limit.
Embodiment
Refer to shown in Fig. 1 to Fig. 3, show a kind of novel storage steel structure platform of preferred embodiment, wherein, bag
Include column 1, girder 2 and secondary beam 3, girder 2 is removably installed on the outer surface of column 1, and column 1 and girder 2 it
Between be mutually perpendicular to, secondary beam 3 is removably connected with girder 2, and perpendicular position relationship between girder 2 and secondary beam 3, girder 2
Floor can be installed with the top of secondary beam 3（It is not shown）.
This utility model also has implementation below on the basis of the above, continuing with referring to shown in Fig. 1 to Fig. 3,
In further embodiment of the present utility model, 1 bottom welding base anchor 4 of column, column 1 is perpendicular to 4 table of base anchor
Face.
In further embodiment of the present utility model, column 1 is docked by two structure identical type columns 12 embraces weldering shape
Into.
In further embodiment of the present utility model, column 1 be in I shape hollow cylinder structure, and 1 surface of column hang down
Nogata sets up several hanging holes 11.
In further embodiment of the present utility model, there is between some hanging holes 11 5cm spacing two-by-two.
In further embodiment of the present utility model, girder 2 be C-type steel, and if girder 2 left and right two ends respectively have it is cladding
Card 21, girder 2 21 are hung on column 1 by hanging tag.
In further embodiment of the present utility model, secondary beam 3 is C-type steel, and any one end of secondary beam 3 passes through bolt 31
It is fixed on girder 2.
In further embodiment of the present utility model, girder 2 and secondary beam 3 are mutually perpendicular to and both level height holdings
Unanimously.
User can illustrate further insight characteristic of the present utility model and function according to following,
Preferably, the column 1 in the present embodiment is by the design requirement to steel structure platform（The number of plies, floor height and per layer are every
Square meter average load etc.）Calculating is analyzed, selection meets the specification of load-bearing requirements（Section length and width, cross sectional shape, wall thickness
Etc.）Shelf post.It is processed according to steel structure platform design height, 12 pairs, two same size type columns are embraced, etc.
Spacing is welded and fixed, and 1 bottom of column is burn-on base anchor 4, and is fixed on the ground by setscrew.Uniformly arrange on column 1
The hanging hole 11 at a distance of 5cm, the mounting for girder 2 is installed.
Girder 2 is analyzed calculating by the design requirement to steel structure platform, and selection meets the specification chi of load-bearing requirements
It is very little（Section length and width, wall thickness etc.）C-type girder.2 two ends of girder are welded and column 1 is corresponding hangs tag 21, girder 2 during installation
Hang tag and 21 hang on the hanging hole 11 of 1 respective heights of column, and use safety pin（It is not shown）Locking.
The selection and installation of secondary beam 3, it is identical with traditional steel structure platform.
In sum, the novel storage steel structure platform in the present embodiment can avoid the wasting of resources, be changed by technique
Enter to save raw material；Meanwhile, improve production efficiency, high-volume modularized production are possibly realized；And working security is improved, can
Workmen's safety and construction party risk are protected at utmost；Construction period is relatively short, can win shifting to an earlier date for preciousness for client
Opening puts into effect；The popularization on a large scale of storage steel platform is additionally aided in addition；Storage can finally be increased substantially empty
Between utilization rate, save client's warehouse cost, improve society storage resource utilization.
The foregoing is only this utility model preferred embodiment, not thereby limit embodiment of the present utility model and
Protection domain, to those skilled in the art, should can appreciate that in all utilization this utility model description and diagram
Hold done equivalent and the scheme obtained by obvious change, should be included in protection model of the present utility model
In enclosing.
Claims (8)
1. a kind of novel storage steel structure platform, it is characterised in that including column, girder and secondary beam, the girder is removable
It is installed on unloading on the outer surface of the column, and is mutually perpendicular between the column and the girder, the secondary beam is removable
It is connected with the girder with unloading, and perpendicular position relationship between the girder and the secondary beam, the girder and described time
The top of beam can be installed by floor.
2. novel storage steel structure platform according to claim 1, it is characterised in that the column bottom welds lower margin
Plate, the uprights vertical is in the lower margin plate surface.
3. novel storage steel structure platform according to claim 1, it is characterised in that the column is by two structure phases
Same type column docking is embraced weldering and is formed.
4. novel storage steel structure platform according to claim 1, it is characterised in that the column is hollow in I shape
Column structure, and the Vertical Square of the leg surface sets up several hanging holes.
5. novel storage steel structure platform according to claim 4, it is characterised in that between some hanging holes two-by-two
With 5cm spacing.
6. novel storage steel structure platform according to claim 1, it is characterised in that the girder is C-type steel, and institute
The left and right two ends for stating girder respectively hang tag with some, and the girder is hung on the column by described hanging tag.
7. novel storage steel structure platform according to claim 1, it is characterised in that the secondary beam is C-type steel, and
Any one end of the secondary beam is secured by bolts on the girder.
8. novel storage steel structure platform according to claim 1, it is characterised in that the girder and the secondary beam phase
Mutually vertical and both level heights are consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620849937.0U CN206070750U (en) | 2016-08-08 | 2016-08-08 | A kind of novel storage steel structure platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620849937.0U CN206070750U (en) | 2016-08-08 | 2016-08-08 | A kind of novel storage steel structure platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206070750U true CN206070750U (en) | 2017-04-05 |
Family
ID=58426289
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620849937.0U Expired - Fee Related CN206070750U (en) | 2016-08-08 | 2016-08-08 | A kind of novel storage steel structure platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206070750U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108209343A (en) * | 2018-01-29 | 2018-06-29 | 广东添道仓储设备有限公司 | A kind of shelf body support device for automated warehousing |
-
2016
- 2016-08-08 CN CN201620849937.0U patent/CN206070750U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108209343A (en) * | 2018-01-29 | 2018-06-29 | 广东添道仓储设备有限公司 | A kind of shelf body support device for automated warehousing |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170405 Termination date: 20200808 |