CN207553286U - A kind of novel earthquake-proof steel construction - Google Patents
A kind of novel earthquake-proof steel construction Download PDFInfo
- Publication number
- CN207553286U CN207553286U CN201721670902.1U CN201721670902U CN207553286U CN 207553286 U CN207553286 U CN 207553286U CN 201721670902 U CN201721670902 U CN 201721670902U CN 207553286 U CN207553286 U CN 207553286U
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- China
- Prior art keywords
- sliding slot
- lower plate
- column
- upper plate
- fixed column
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Abstract
The utility model discloses a kind of novel earthquake-proof steel constructions, including the upper plate and lower plate being placed in parallel, top surface, which respectively digs to dig, on upper plate bottom surface and the lower plate is equipped with sliding slot, block is respectively arranged on the side wall of sliding slot both sides, it is staggeredly equipped with fixed column and mobile column successively in sliding slot groove body, fixed column both ends are inserted into the recess of sliding slot inner wall setting, mobile column is moved in the sliding slot groove body, respectively one-to-one correspondence is connected with rigid rod between the fixed column set in the sliding slot in mobile column and lower plate set in sliding slot between the mobile column set in the sliding slot in the fixed column and lower plate set in sliding slot on upper plate and on upper plate.On the one hand steel construction provided by the utility model can reduce the influence that vibrations are brought with antidetonation shock attenuation, on the one hand can rapidly restore to the original state, and simple in structure after external force disappearance, be promoted suitable for a wide range of.
Description
Technical field
The utility model is related to steel structure technology field, specially a kind of novel earthquake-proof steel construction.
Background technology
Steel building installation is relatively simple, build it is more rapid, can be with rapid shaping, while the later stage can be returned
It receives, therefore has obtained relatively broad application, steel structure supporting column is the main load receiving part for being used to support entire steel building
Point, support column of the prior art has enough support degrees, but its put it is more unstable, when larger vibrations occur
When, the support of this kind of support column is more built on the sand, it may occur that shakes, leads to collapsing for entire steel building.
Utility model content
It is mentioned above in the background art to solve the purpose of this utility model is to provide a kind of novel earthquake-proof steel construction
Problem.
To achieve the above object, the utility model provides following technical solution：A kind of novel earthquake-proof steel construction, including parallel
The upper plate and lower plate of placement, top surface, which respectively digs to dig, on the upper plate bottom surface and the lower plate is equipped with sliding slot,
Block is respectively arranged on the side wall of the sliding slot both sides, fixed column and mobile column are staggeredly equipped with successively in the sliding slot groove body,
The fixed column both ends are inserted into the recess of the sliding slot inner wall setting, and the mobile column is moved in the sliding slot groove body, institute
State the fixed column set in the sliding slot on upper plate and the shifting set in the sliding slot on the lower plate
The mobile column set in the sliding slot between dynamic column and on the upper plate and the sliding slot on the lower plate
Respectively one-to-one correspondence is connected with rigid rod between the fixed column of interior setting, adjacent described in the same sliding slot
Spring is fixedly connected with before fixed column and the mobile column, positioned at the mobile column institute of end positions inside the sliding slot
Spring traction is stated to be set on the chute wall.
Preferably, the head end inside the sliding slot of the lower plate and tail end are both provided with the mobile column.
Preferably, in the fixed column and the sliding slot of the lower plate set in the sliding slot of the upper plate
Setting the mobile column number it is equal, and the lower plate the sliding slot in set the mobile column quantity m with it is described
Relationship between the fixed column quantity n set in the sliding slot of upper plate meets：N=m+1, m >=2, m and n are just
Integer.
Preferably, accommodation tube is provided on the lower plate at two end side wall of top surface respectively, in the accommodation tube cylinder
Pillar is provided with, the pillar top is perpendicularly fixed on the upper plate bottom surface, and is provided in the accommodation tube described
Spring, the spring are resisted against the posts bottom.
Further, the accommodation tube length is less than or equal to the strut lengths, and the accommodation tube and the Zhi Zhuchang
The sum of degree is less than or equal to the rigid pole length.
Compared with prior art, the beneficial effects of the utility model are：Steel construction provided by the utility model on the one hand can
With antidetonation shock attenuation, the influence that vibrations are brought is reduced, on the one hand can rapidly be restored to the original state after external force disappearance, and structure letter
It is single, it is promoted suitable for a wide range of.
Description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the left view of the utility model；
Fig. 3 is another example structure schematic diagram of the utility model.
In figure：1 upper plate, 2 lower plates, 3 fixed columns, 4 mobile columns, 5 springs, 6 rigid rods, 7 sliding slots, 8 blocks, 9 accommodate
Cylinder, 10 pillars.
Specific 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
It clearly and completely describes, 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.
Fig. 1 is the structure diagram of the utility model, and Fig. 2 is the left view of the utility model, and Fig. 3 is the utility model
Another example structure schematic diagram is described in detail with reference to Fig. 1-3 pairs of the utility model.
The utility model provides a kind of novel earthquake-proof steel construction, including the upper plate 1 being placed in parallel and lower plate 2, institute
It states top surface on 1 bottom surface of upper plate and the lower plate 2 and respectively digs to dig and be equipped with sliding slot 7, on the 7 both sides side wall of sliding slot point
It is not provided with block 8, is staggeredly equipped with fixed column 3 and mobile column 4 in 7 groove body of sliding slot successively, 3 both ends of fixed column are inserted
In the recess for entering 7 inner wall of the sliding slot setting, the mobile column 4 is moved in 7 groove body of sliding slot, on the upper plate 1
Between the mobile column 4 set in the sliding slot 7 in the fixed column 3 and the lower plate 2 set in the sliding slot 7
And it is set in the mobile column 4 of setting and the sliding slot 7 on the lower plate 2 in the sliding slot 7 on the upper plate 1
Respectively one-to-one correspondence rigid rod 6 connects between the fixed column 3 put, adjacent described in the same sliding slot 7
Spring 5 is fixedly connected with before fixed column 3 and the mobile column 4, positioned at the mobile column of the 7 inside end positions of sliding slot
4 are set to the spring 5 traction on 7 side wall of sliding slot.
Head end and tail end inside the sliding slot 7 of the lower plate 2 are both provided with the mobile column 4.
It is set in the fixed column 3 and the sliding slot 7 of the lower plate 2 set in the sliding slot 7 of the upper plate 1
4 number of the mobile column put is equal, and the 4 quantity m of the mobile column set in the sliding slot 7 of the lower plate 2 and institute
The relationship stated between the 3 quantity n of the fixed column set in the sliding slot 7 of upper plate 1 meets：N=m+1, m >=2, m and n are equal
For positive integer.
In order to enhance the earthquake resistance and prevention effect on vertical direction, set respectively at two end side wall of top surface on the lower plate 2
Accommodation tube 9 is equipped with, pillar 10 is provided in 9 cylinder of accommodation tube, 10 top of pillar is perpendicularly fixed at the upper plate 1
The spring 5 is provided on bottom surface, and in the accommodation tube 9, the spring 5 is resisted against 10 bottom of pillar.
9 length of accommodation tube is less than or equal to 10 length of pillar, and the accommodation tube 9 and 10 length of the pillar it
With less than or equal to 6 length of rigid rod.
Operation principle：After upper plate 1 and lower plate 2 are by external force, since mobile column 4 can move inside sliding slot 7,
So the anti-raw relative motion of upper plate 1 and lower plate 2, but (spring 5 is by fixed column 3 and mobile due to the draw of spring 5
Column 4, which is pullled, either pulls mobile column 4 and 7 side wall of sliding slot) mobile column 4 still can will be mobile after external force reduces or disappears
Column 4 is restored to initial position, that is, with fixed column 3 on same vertical direction.
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 can these embodiments be carried out with a variety of variations in the case of the principle and spirit for not departing from the utility model, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of novel earthquake-proof steel construction, including the upper plate (1) being placed in parallel and lower plate (2), it is characterised in that：On described
Top surface, which respectively digs to dig, on top plate (1) bottom surface and the lower plate (2) is equipped with sliding slot (7), sliding slot (7) both sides side wall
On be respectively arranged with block (8), be staggeredly equipped with fixed column (3) and mobile column (4) successively in sliding slot (7) groove body, it is described
Fixed column (3) both ends are inserted into the recess of sliding slot (7) the inner wall setting, and the mobile column (4) is in the sliding slot (7) groove body
It is mobile, the fixed column (3) set in the sliding slot (7) on the upper plate (1) with it is described on the lower plate (2)
What is set in the sliding slot (7) between the mobile column (4) set in sliding slot (7) and on the upper plate (1) is described
It is respectively one a pair of between the fixed column (3) set in the sliding slot (7) in mobile column (4) and the lower plate (2)
It is connected using rigid rod (6), before the adjacent fixed column (3) and the mobile column (4) in the same sliding slot (7)
Spring (5) is fixedly connected with, the mobile column (4) spring (5) positioned at the internal end positions of the sliding slot (7) is drawn
It is set on the sliding slot (7) side wall.
2. a kind of novel earthquake-proof steel construction according to claim 1, it is characterised in that：The sliding slot of the lower plate (2)
(7) internal head end and tail end are both provided with the mobile column (4).
3. a kind of novel earthquake-proof steel construction according to claim 1, it is characterised in that：The sliding slot of the upper plate (1)
(7) fixed column (3) set in and the mobile column (4) number set in the sliding slot (7) of the lower plate (2)
It is equal, and the mobile column (4) the quantity m set in the sliding slot (7) of the lower plate (2) and the upper plate (1)
Relationship between the fixed column (3) the quantity n set in the sliding slot (7) meets：N=m+1, m >=2, m and n are just whole
Number.
4. a kind of novel earthquake-proof steel construction according to claim 1, it is characterised in that：Two end of top surface on the lower plate (2)
Accommodation tube (9) is respectively arranged at the wall of end side, pillar (10), pillar (10) top are provided in accommodation tube (9) cylinder
End is perpendicularly fixed on the upper plate (1) bottom surface, and is provided with the spring (5), the spring in the accommodation tube (9)
(5) it is resisted against the pillar (10) bottom.
5. a kind of novel earthquake-proof steel construction according to claim 4, it is characterised in that：Accommodation tube (9) length be less than etc.
In the pillar (10) length, and the sum of the accommodation tube (9) and the pillar (10) length are less than or equal to the rigid rod (6)
Length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721670902.1U CN207553286U (en) | 2017-12-05 | 2017-12-05 | A kind of novel earthquake-proof steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721670902.1U CN207553286U (en) | 2017-12-05 | 2017-12-05 | A kind of novel earthquake-proof steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207553286U true CN207553286U (en) | 2018-06-29 |
Family
ID=62665932
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721670902.1U Expired - Fee Related CN207553286U (en) | 2017-12-05 | 2017-12-05 | A kind of novel earthquake-proof steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207553286U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779063A (en) * | 2019-03-07 | 2019-05-21 | 重庆恩倍克科技有限公司 | A kind of damping damping unit and the damping damping mechanism for building shock-damping energy-dissipating |
-
2017
- 2017-12-05 CN CN201721670902.1U patent/CN207553286U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779063A (en) * | 2019-03-07 | 2019-05-21 | 重庆恩倍克科技有限公司 | A kind of damping damping unit and the damping damping mechanism for building shock-damping energy-dissipating |
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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: 20180629 Termination date: 20181205 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |