CN206205145U - A kind of anti-seismic performance steel construction high - Google Patents
A kind of anti-seismic performance steel construction high Download PDFInfo
- Publication number
- CN206205145U CN206205145U CN201621236203.1U CN201621236203U CN206205145U CN 206205145 U CN206205145 U CN 206205145U CN 201621236203 U CN201621236203 U CN 201621236203U CN 206205145 U CN206205145 U CN 206205145U
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- China
- Prior art keywords
- connecting portion
- shock
- plate
- damping device
- proof plate
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Abstract
A kind of anti-seismic performance steel construction high, including two horizontal steel plates and two vertical steel plates, the horizontal steel plate and vertical steel plate constitute a cuboid, the cuboid middle position is provided with damping device, four right angles of damping device are equipped with the first shock-proof plate, the other end of the first shock-proof plate is fixedly connected with first connecting portion, and first connecting portion is horizontally disposed with, and first connecting portion fits with horizontal steel plate；The upper and lower side of the damping device is provided with the second shock-proof plate, and the other end of the second shock-proof plate is fixed with second connecting portion.The beneficial effects of the utility model are compared to traditional Aseismic Steel Structures, its anti seismic efficiency is more preferably, the larger vertical direction of the power that is hit is provided with two shock-proof plates, the power that is hit is less horizontally arranged to have a shock-proof plate, its structure design is more preferably reasonable, and the covering of antidetonation direction is complete, with more preferably anti-seismic performance.
Description
Technical field
The utility model is related to long strands field, and in particular to a kind of anti-seismic performance steel construction high.
Background technology
The structure that steel construction is made up of steel material, is one of main building construction types.Structure is main by shaped steel
With the component composition such as the girder steel, steel column, the steel truss that are made such as steel plate, between each component or part generally using weld seam, bolt or
Rivet interlacement.Because its deadweight is relatively light, and easy construction, it is widely used in the fields such as large-sized workshop, venue, Super High.
The advantage of steel construction is more, but in terms of anti-seismic performance, there is weak point.When earthquake disaster occurs,
The easy compressive buckling of compression member in steel construction, causes the bearing capacity of steel construction to decline, it is difficult to repair.Therefore, steel is being carried out
During the design of structure, in addition it is also necessary to excellent anti-seismic performance in addition.
Utility model content
The purpose of this utility model is to provide a kind of anti-seismic performance steel construction high, to solve to be carried in above-mentioned background technology
The problem for going out.
To achieve the above object, the utility model provides following technical scheme：
A kind of anti-seismic performance steel construction high, including two horizontal steel plates and two vertical steel plates, the horizontal steel plate and
Vertical steel plate constitutes a cuboid, and the cuboid middle position is provided with damping device, four right angles of damping device
The first shock-proof plate is equipped with, the other end of the first shock-proof plate is fixedly connected with first connecting portion, and first connecting portion is horizontally disposed with, the
One connecting portion fits with horizontal steel plate；The upper and lower side of the damping device is provided with the second shock-proof plate, the second shock-proof plate
The other end is fixed with second connecting portion, and second connecting portion is horizontally disposed with, and second connecting portion fits with two horizontal steel plates；Institute
The left and right side for stating damping device is provided with the 3rd shock-proof plate, and the other end of the 3rd shock-proof plate is fixed with the 3rd connecting portion, the 3rd
Connecting portion is vertically arranged, and the 3rd connecting portion fits with two vertical steel plates.
As further program of the utility model：The damping device is damper.
As the utility model further scheme：Between the first connecting portion and second connecting portion and horizontal steel plate
It is connected by bolt.
As the utility model further scheme：It is connected by bolt between 3rd connecting portion and vertical steel plate
Connect.
The beneficial effects of the utility model are that, compared to traditional Aseismic Steel Structures, its anti seismic efficiency more preferably, is being hit
The larger vertical direction of power is provided with two shock-proof plates, the power that is hit it is less it is horizontally arranged have a shock-proof plate, its knot
Structure design is more preferably reasonable, and the covering of antidetonation direction is complete, with more preferably anti-seismic performance.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
In figure：The vertical steel plate of 1- horizontal steel plates, 2-, 3- damping devices, the shock-proof plates of 4- first, 5- first connecting portions, 6-
Two shock-proof plates, 7- second connecting portions, the shock-proof plates of 8- the 3rd, the connecting portions of 9- the 3rd, 10- bolts.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1 is referred to, in the utility model embodiment, a kind of anti-seismic performance steel construction high, including two horizontal steel plates 1
With two vertical steel plates 2, the horizontal steel plate 1 and vertical steel plate 2 constitute a cuboid, and the cuboid middle position sets
Four right angles for having damping device 3, damping device 3 are equipped with the first shock-proof plate 4, and the other end of the first shock-proof plate 4 is fixed and connected
First connecting portion 5 is connected to, first connecting portion 5 is horizontally disposed with, and first connecting portion 5 fits with horizontal steel plate 1；
The upper and lower side of the damping device 3 is provided with the second shock-proof plate 6, and the other end of the second shock-proof plate 6 is fixed with
Two connecting portions 7, second connecting portion 7 is horizontally disposed with, and second connecting portion 7 fits with two horizontal steel plates 1；
The left and right side of the damping device 3 is provided with the 3rd shock-proof plate 8, and the other end of the 3rd shock-proof plate 8 is fixed with
Three connecting portions 9, the 3rd connecting portion 9 is vertically arranged, and the 3rd connecting portion 9 fits with two vertical steel plates 8.
The damping device 3 is damper.
It is connected by bolt 10 between the first connecting portion 5 and second connecting portion 7 and horizontal steel plate 1.
It is connected by bolt 10 between 3rd connecting portion 9 and vertical steel plate 2.
When horizontal steel plate 1 is subject to impulsive force, the first shock-proof plate 4 and the second shock-proof plate 6 play antihunt action, when vertical steel
When plate 2 is subject to impulsive force, the 3rd shock-proof plate 8 plays antihunt action.Compared to traditional Aseismic Steel Structures, it resists the utility model
Shake is better, and the larger vertical direction of the power that is hit is provided with two shock-proof plates, and the less horizontal direction of the power that is hit sets
A shock-proof plate is equipped with, its structure design is more preferably reasonable, and the covering of antidetonation direction is complete, with more preferably anti-seismic performance.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, can in other specific forms realize that this practicality is new
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation
Involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each implementation method is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Specification an as entirety, the technical scheme in each embodiment can also be formed into those skilled in the art through appropriately combined
May be appreciated other embodiment.
Claims (4)
1. a kind of anti-seismic performance steel construction high, including two horizontal steel plates and two vertical steel plates, it is characterised in that the water
Plain plate and vertical steel plate constitute a cuboid, and the cuboid middle position is provided with damping device, the four of damping device
Individual right angle is equipped with the first shock-proof plate, and the other end of the first shock-proof plate is fixedly connected with first connecting portion, first connecting portion water
Flat to set, first connecting portion fits with horizontal steel plate；The upper and lower side of the damping device is provided with the second shock-proof plate, second
The other end of shock-proof plate is fixed with second connecting portion, and second connecting portion is horizontally disposed with, second connecting portion and two horizontal steel plates
Fit；The left and right side of the damping device is provided with the 3rd shock-proof plate, and the other end of the 3rd shock-proof plate is fixed with the 3rd company
Socket part, the 3rd connecting portion is vertically arranged, and the 3rd connecting portion fits with two vertical steel plates.
2. a kind of anti-seismic performance according to claim 1 steel construction high, it is characterised in that the damping device is damping
Device.
3. a kind of anti-seismic performance according to claim 1 steel construction high, it is characterised in that the first connecting portion and
It is connected by bolt between two connecting portions and horizontal steel plate.
4. a kind of anti-seismic performance according to claim 3 steel construction high, it is characterised in that the 3rd connecting portion with it is perpendicular
It is connected by bolt between straight steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621236203.1U CN206205145U (en) | 2016-11-18 | 2016-11-18 | A kind of anti-seismic performance steel construction high |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621236203.1U CN206205145U (en) | 2016-11-18 | 2016-11-18 | A kind of anti-seismic performance steel construction high |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206205145U true CN206205145U (en) | 2017-05-31 |
Family
ID=58749446
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621236203.1U Expired - Fee Related CN206205145U (en) | 2016-11-18 | 2016-11-18 | A kind of anti-seismic performance steel construction high |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206205145U (en) |
-
2016
- 2016-11-18 CN CN201621236203.1U patent/CN206205145U/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 |
Granted publication date: 20170531 Termination date: 20201118 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |