CN207295987U - A kind of steel building of hexagonal crystal system formula - Google Patents
A kind of steel building of hexagonal crystal system formula Download PDFInfo
- Publication number
- CN207295987U CN207295987U CN201721360008.4U CN201721360008U CN207295987U CN 207295987 U CN207295987 U CN 207295987U CN 201721360008 U CN201721360008 U CN 201721360008U CN 207295987 U CN207295987 U CN 207295987U
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- Prior art keywords
- steel
- column
- building
- hexagonal crystal
- wind
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Abstract
Steel building technical field, more particularly to a kind of steel building of hexagonal crystal system formula are the utility model is related to, including：A kind of steel building of hexagonal crystal system formula, including：Bolt, steel plate, building body, angle brace, truss, wind-resistant column, purlin, tie-rod, girder steel, support, basis, steel column；The both sides of building body are provided with wind-resistant column, and wind-resistant column is internally provided with steel plate；The middle part of steel plate is provided with steel column, and steel plate is connected with steel column by rivet twist-on mode；The top of wind-resistant column is provided with support, and the lower section supported is provided with angle brace；Support is connected with angle brace by weld seam mode, and truss is provided with the downside of angle brace；A kind of steel building of hexagonal crystal system formula of the utility model, has the advantages that steel building is corrosion-resistant, high temperature resistant, and wind loading rating is relatively strong, condition of compatibility is relatively wide, is not easily broken, and anti-pressure ability is strong, low cost.
Description
Technical field
It the utility model is related to steel building technical field, more particularly to a kind of steel building of hexagonal crystal system formula.
Background technology
Use now, steel building, steel construction material ring durable with lighter in weight, function of seismic resistance, usage time
Protect, obsolete material recoverable and it is energy saving the advantages that.
But the steel building used now still suffers from a variety of drawbacks, for example, steel building intolerant to burn into intolerant to height
Temperature, wind loading rating is relatively low, condition of compatibility is less, frangibility, and anti-pressure ability is weak, high cost shortcoming.
Such as the problem of above-mentioned middle proposition, this programme provides a kind of steel building of hexagonal crystal system formula, and passes through six side
The steel building of crystallographic system formula, which reaches, solves above-mentioned middle produced problem and deficiency, makes it with more practical purpose.
Utility model content
The purpose of this utility model is to provide a kind of steel building of hexagonal crystal system formula, to solve above-mentioned background technology
Middle proposition intolerant to burn into non-refractory, wind loading rating is relatively low, condition of compatibility is less, frangibility, and anti-pressure ability is weak, cost is high
Deng the problem of and deficiency.
The purpose of this utility model and effect, are reached by technical solution in detail below：
A kind of steel building of hexagonal crystal system formula, including：Bolt, steel plate, building body, angle brace, truss, wind-resistant column, purlin
Bar, tie-rod, girder steel, support, basis, steel column；The both sides of the building body are provided with wind-resistant column, and wind-resistant column is internally provided with
Steel plate；The middle part of the steel plate is provided with steel column, and steel plate is connected with steel column by rivet twist-on mode；The wind resistance
The top of column is provided with support, and the lower section supported is provided with angle brace；The support is connected with angle brace by weld seam mode, and
Truss is provided with the downside of angle brace；The angle brace is connected with truss by weld seam mode, and the upside middle part of building body
Girder steel is provided with, and the middle part of girder steel is provided with purlin；The girder steel is connected with purlin by rivet twist-on mode, and
The middle part of purlin is provided with tie-rod；The purlin is connected with tie-rod welding manner, and the top of supply line of steel column is provided with
Bolt；The bottom part of the wind-resistant column is provided with basis.
As the further optimization of the technical program, steel described in a kind of steel building of hexagonal crystal system formula of the utility model
The hexagonal shape of plate is set, and steel plate middle part sets hole.
As the further optimization of the technical program, purlin described in a kind of steel building of hexagonal crystal system formula of the utility model
Frame is set for triangular shape, and truss is set for frame-type.
As the further optimization of the technical program, purlin described in a kind of steel building of hexagonal crystal system formula of the utility model
Bar is set for hexagonal crystal shape, and purlin is set for hollow type
As the further optimization of the technical program, it is described in a kind of steel building of hexagonal crystal system formula of the utility model
Bar is set for column, and tie-rod is provided with seven groups.
As the further optimization of the technical program, steel described in a kind of steel building of hexagonal crystal system formula of the utility model
Beam is tower structure, and girder steel is set for convex.
As the further optimization of the technical program, steel described in a kind of steel building of hexagonal crystal system formula of the utility model
Column setting of a lateral H shape.
Due to the utilization of above-mentioned technical proposal, the utility model has following advantages compared with prior art：
1st, the hexagonal shape of the utility model steel plate is set, and steel plate middle part sets hole, is conducive to make building
Body plays good supporting role, prevents from collapsing.
2nd, the utility model truss is set for triangular shape, and truss is set for frame-type, is conducive to fixed building body, meets big
The adverse weathers such as wind are not easily broken.
3rd, the utility model tie-rod is set for column, and tie-rod is provided with seven groups, is conducive to the laying of staff, reduces
Operate span.
4th, the utility model steel column setting of a lateral H shape, by the improvement in structure, has the advantages that to strengthen compression capability,
So as to effectively solve problem and shortage present in existing apparatus.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the overlooking the structure diagram of the utility model；
Fig. 3 is the side structure schematic view of the utility model.
Wherein：1st, bolt 2, steel plate 3, building body 4, angle brace 5, truss 6, wind-resistant column 7, purlin 8, tie-rod 9, girder steel 10, branch
Support 11, basis 12, steel column.
Embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained, shall fall within the protection scope of the present invention.
Please refer to Fig.1 to Fig.3, a kind of technical solution of the utility model offer, a kind of steel building of hexagonal crystal system formula,
Including：Bolt 1, steel plate 2, building body 3, angle brace 4, truss 5, wind-resistant column 6, purlin 7, tie-rod 8, girder steel 9, support 10, basis 11,
Steel column 12；The both sides of building body 3 are provided with wind-resistant column 6, and wind-resistant column 6 is internally provided with steel plate 2；The middle part of steel plate 2
Steel column 12 is provided with, and steel plate 2 is connected with steel column 12 by rivet twist-on mode；The top of wind-resistant column 6 is provided with support 10,
And the lower section of support 10 is provided with angle brace 4；Support 10 is connected with angle brace 4 by weld seam mode, and the downside of angle brace 4 is provided with
Truss 5；Angle brace 4 is connected with truss 5 by weld seam mode, and the upside middle part of building body 3 is provided with girder steel 9, and steel
The middle part of beam 9 is provided with purlin 7；Girder steel 9 is connected with purlin 7 by rivet twist-on mode, and the middle part of purlin 7
It is provided with tie-rod 8；Purlin 7 is connected with 8 welding manner of tie-rod, and the top of supply line of steel column 12 is provided with bolt 1；Wind-resistant column 6
Bottom part be provided with basis 11.
Specifically, 2 hexagonal shape of steel plate is set, and 2 middle part of steel plate sets hole, is conducive to play building body
To good supporting role, prevent from collapsing.
Specifically, truss 5 is set for triangular shape, and truss 5 is set for frame-type, is conducive to fixed building body, meets strong wind
It is not easily broken Deng adverse weather.
Specifically, purlin 7 is set for hexagonal crystal shape, and purlin 7 is set for hollow type, using its principle, strengthens support energy
Power, prevents from fractureing.
Specifically, tie-rod 8 is set for column, and tie-rod 8 is provided with seven groups, is conducive to the laying of staff, reduces behaviour
Make span.
Specifically, girder steel 9 is tower structure, and girder steel 9 is set for convex, is easily installed, strengthens compression capability
It can prevent corrosion of the sleety weather to material again at the same time.
Specifically, 12 setting of a lateral H shape of steel column, is conducive to strengthen compression capability.
Specifically used method and effect：
During using the device, basis 11 is first installed on bottom, steel plate 2 is interted by twist-on by steel column 12 and is installed, then will
Support 10 is fixedly installed to top, and purlin 7 is installed on to the middle part of girder steel 9, plays the role of support with anti-collapse, by tie-rod
8 installations, which are interspersed in girder steel 9, makes it strengthen anti-pressure ability, and corrosion caused by preventing weather conversion, passes through the peace of angle brace 4 and truss 5
Dress makes it be in structure of hexagonal crystal shape, is easily installed personnel's laying, makes it be not easy to collapse using principle.
In summary：A kind of steel building of hexagonal crystal system formula, by the way that it is three that the hexagonal shape of steel plate, which sets truss,
It is that hexagonal crystal shape is set and girder steel is tower structure that horn shape, which is set with purlin, is solved intolerant to burn into non-refractory, wind resistance energy
The problem of power is relatively low, condition of compatibility is less, frangibility, and anti-pressure ability is weak, high cost.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from the principle of the utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (7)
1. a kind of steel building of hexagonal crystal system formula, including：Bolt (1), steel plate (2), building body (3), angle brace (4), truss
(5), wind-resistant column (6), purlin (7), tie-rod (8), girder steel (9), support (10), basic (11), steel column (12)；It is characterized in that：
The both sides of the building body (3) are provided with wind-resistant column (6), and wind-resistant column (6) is internally provided with steel plate (2)；The steel plate (2)
Middle part be provided with steel column (12), and steel plate (2) is connected with steel column (12) by rivet twist-on mode；The wind-resistant column
(6) top is provided with support (10), and supports and be provided with angle brace (4) below (10)；The support (10) and angle brace (4) are logical
Cross weld seam mode to be connected, and truss (5) is provided with the downside of angle brace (4)；The angle brace (4) passes through weld seam side with truss (5)
Formula is connected, and the upside middle part of building body (3) is provided with girder steel (9), and the middle part of girder steel (9) is provided with purlin
(7)；The girder steel (9) is connected with purlin (7) by rivet twist-on mode, and the middle part of purlin (7) is provided with tie-rod
(8)；The purlin (7) is connected with tie-rod (8) welding manner, and the top of supply line of steel column (12) is provided with bolt (1)；It is described
The bottom part of wind-resistant column (6) is provided with basic (11).
A kind of 2. steel building of hexagonal crystal system formula according to claim 1, it is characterised in that：The steel plate (2) is in
Hexagon shape is set, and steel plate (2) middle part sets hole.
A kind of 3. steel building of hexagonal crystal system formula according to claim 1, it is characterised in that：The truss (5) is
Triangular shape is set, and truss (5) is set for frame-type.
A kind of 4. steel building of hexagonal crystal system formula according to claim 1, it is characterised in that：The purlin (7) is
Hexagonal crystal shape is set, and purlin (7) is set for hollow type.
A kind of 5. steel building of hexagonal crystal system formula according to claim 1, it is characterised in that：The tie-rod (8) is
Column is set, and tie-rod (8) is provided with seven groups.
A kind of 6. steel building of hexagonal crystal system formula according to claim 1, it is characterised in that：The girder steel (9) is
Tower structure, and girder steel (9) is set for convex.
A kind of 7. steel building of hexagonal crystal system formula according to claim 1, it is characterised in that：The steel column (12) is in
" work " shape is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721360008.4U CN207295987U (en) | 2017-10-21 | 2017-10-21 | A kind of steel building of hexagonal crystal system formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721360008.4U CN207295987U (en) | 2017-10-21 | 2017-10-21 | A kind of steel building of hexagonal crystal system formula |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207295987U true CN207295987U (en) | 2018-05-01 |
Family
ID=62272318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721360008.4U Expired - Fee Related CN207295987U (en) | 2017-10-21 | 2017-10-21 | A kind of steel building of hexagonal crystal system formula |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207295987U (en) |
-
2017
- 2017-10-21 CN CN201721360008.4U patent/CN207295987U/en not_active Expired - Fee Related
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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: 20180501 Termination date: 20181021 |