CN206397237U - A kind of steel construction shock mount - Google Patents
A kind of steel construction shock mount Download PDFInfo
- Publication number
- CN206397237U CN206397237U CN201621417174.9U CN201621417174U CN206397237U CN 206397237 U CN206397237 U CN 206397237U CN 201621417174 U CN201621417174 U CN 201621417174U CN 206397237 U CN206397237 U CN 206397237U
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- groove
- steel construction
- elastic component
- support column
- damping
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Abstract
A kind of steel construction shock mount, including steel construction supporting leg, the bottom of steel construction supporting leg are connected with supporting plate, and the bottom of supporting plate is connected with support column；Also include damping base, damping base is the groove A that opening upwards are set, the first damping device is provided with groove A, first damping device includes the pressure-bearing rubber block for being fixed on groove A bottoms, the middle part of pressure-bearing rubber block is provided with through hole, first elastic component is installed, one end of the first elastic component is fixed on groove A bottom land, and the other end is connected through through hole with support column in through hole；Groove B is arranged with the cell wall of damping base, slide bar A and the sliding block A that can be slided on slide bar A are vertically provided with groove B, sliding block A is connected by the second elastic component with the side wall of the support column, side relative with groove B bottom land sliding block A is fixed with friction plate A, and friction plate A is contacted with groove B bottom land.The utility model is simple in construction, anti seismic efficiency is good, be hardly damaged, with stronger practicality.
Description
Technical field
The utility model belongs to long strands field, and in particular to a kind of steel construction shock mount.
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 lighter, and easy construction, it is widely used in the fields such as large-sized workshop, venue, Super High.
Earthquake be also known as earthquake, vibrate, be that vibration is caused during earth's crust quick release of energy, during which can produce seismic wave
A kind of natural phenomena.Mutual extrusion and collision between plate and plate on the earth, causes edge of plate and plate interiors to produce wrong
Dynamic and rupture, is the main cause for causing earthquake.According to statistics, it is annual on the earth about to occur more than 500 ten thousand secondary earthquakes, i.e., to send out daily
The earthquake of raw up to ten thousand times.Current scientific and technological level there is no the arrival of method prediction earthquake, following interior for quite a long time, earthquake
It is also unpredictable.
For earthquake, what we should more do is to improve building aseismicity grade, carry out defence.Existing steel construction is usually used
Bearing sets anti-seismic material to improve the anti seismic efficiency of steel construction as connecting elements, and in bearing, and anti-seismic material is generally
Rubber blanket or spring, can only play certain anti seismic efficiency, for strong earthquakes, vibration pole of the steel construction in horizontally and vertically direction
Fragile anti-seismic material, anti seismic efficiency is poor, and steel construction is easily damaged, and shortens the service life of steel construction.
Utility model content
The purpose of this utility model is：The problem of for above-mentioned existing steel structure earthquake-resistant effect difference, the utility model is carried
For a kind of steel construction shock mount.
The technical solution adopted in the utility model is as follows：
A kind of steel construction shock mount, including steel construction supporting leg, the bottom of the steel construction supporting leg are connected with supporting plate,
The bottom of the supporting plate is connected with support column；Also include damping base, the damping base is the groove that opening upwards are set
The first damping device is provided with A, the groove A, first damping device includes being fixed on the pressure-bearing rubber of groove A bottoms
Block, the middle part of the pressure-bearing rubber block, which is provided with through hole, through hole, is provided with the first elastic component, and one end of the first elastic component is fixed on
On groove A bottom land, the other end is connected through through hole with the support column；Groove is arranged with the cell wall of the damping base
Slide bar A and the sliding block A that can be slided on slide bar A are vertically provided with B, groove B, sliding block A passes through the second elastic component and the branch
The side wall connection of dagger, side relative with groove B bottom land sliding block A is fixed with friction plate A, the friction plate A and groove B
Bottom land is contacted.
Operation principle of the present utility model is：When earthquake causes steel construction in the vertical direction to vibrate, steel construction is moved down
Drive supporting plate and support column to move down and compress the first elastic component, the first elastic component is compressed and rebounded, can reach damping effect
Really.Meanwhile, the second elastic component band movable slider A being connected with support column side wall is glided, and damping can be aided in by friction plate A power consumptions.
When meeting with strong earthquakes, the amount of moving down of steel construction is larger, now, support column compression pressure-bearing rubber block, in the slow of pressure-bearing rubber block
Under punching effect, further damping is realized.Similarly, when steel construction is moved up, the first elastic component is stretched and rebounded, and reaches that damping is imitated
Really, support column is moved up by the second elastic component band movable slider A, passes through friction plate A power consumption auxiliary dampings.Further, since steel construction
Deadweight, when it is moved down, damping base bears larger impact, and pressure-bearing rubber block can play a protective role to the first elastic component,
Make its compression not over elastic range, increase the service life.
When earthquake causes steel construction to vibrate in the horizontal direction, supporting plate drives support column to move in the horizontal direction,
Second elastic component of support column side is stretched and rebounded, and the second elastic component of opposite side is compressed and rebounded, and can reach
Damping effect.In addition, with the first elastic component for be connected of support column bottom also can tension, play the effect for aiding in damping.
The bottom of the support column is provided with the groove C that Open Side Down, and being horizontally disposed with groove C has slide bar B and can be in slide bar B
The slide block B of upper slip, the slide block B side relative with groove C bottom land is fixed with friction plate B, the friction plate B and groove C
Bottom land is contacted.When earthquake causes steel construction to vibrate in the horizontal direction, supporting plate drives support column to move in the horizontal direction,
Now, slide block B produces relative movement with slide bar B, so that the bottom land with movable friction plate B and groove C produces friction, is consumed by rubbing
It can aid in damping.
The second damping device is provided between the groove top of the groove A and supporting plate, damping effect is can further improve.
Second damping device includes rubber layer, steel plate layer and the rubber layer set gradually from top to bottom.By ground
During shake, the rubber layer between supporting plate and damping base can aid in the first damping device, the vibration on vertical direction is played into
One step ground cushioning effect, and steel plate layer can make the second damping device bear larger impact.In addition, when steel construction is moved up, rubber
Layer tension can play a protective role to the first elastic component, make its amount of tension not over elastic range, increase the service life.
First elastic component and the second elastic component are spring.
In summary, by adopting the above-described technical solution, the beneficial effects of the utility model are：
1. there is provided a kind of steel construction shock mount, the first damping device is set inside the bearing, pass through the first elasticity
Part and pressure-bearing rubber block, which are realized, coordinates damping, while auxiliary damping is slided up and down by friction plate A, so as to steel construction vertical
Buffering effect is played in vibration on direction, and by the second elastic component and friction plate B power consumptions to steel construction in the horizontal direction
Buffering effect is played in vibration, so as to reach the purpose of antidetonation；
2. by setting the second damping device between supporting plate and damping base, further improve damping effect；
3. the first elastic component of the present utility model when steel construction is moved down by pressure-bearing rubber block protection and in steel construction
Protected when moving up by rubber layer, its stretching, not over elastic range, is increased the service life with compression；
4. simple in construction, anti seismic efficiency of the present utility model is good, and is hardly damaged, with stronger practicality.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Marked in figure：1- damping bases, 2- pressure-bearing rubber blocks, the elastic components of 3- first, 4- through holes, 5- slide bars B, 6- groove C,
The elastic components of 7- second, 8- steel plate layers, 9- supporting plates, 10- support columns, 11- steel construction supporting legs, 12- rubber layers, 13- slide bars A, 14-
Sliding block A, 15- friction plate A, 16- groove B, 17- friction plate B, 18- slide block B.
Embodiment
All features disclosed in this specification, can be with any in addition to mutually exclusive feature and/or step
Mode is combined.
The utility model is elaborated with reference to Fig. 1.
Embodiment 1
A kind of steel construction shock mount, including steel construction supporting leg 11, the bottom of the steel construction supporting leg 11 are connected with branch
Fagging 9, the bottom of the supporting plate 9 is connected with support column 10；Also include damping base 1, the damping base 1 is opening upwards
The first damping device is provided with the groove A, the groove A of setting, first damping device includes being fixed on groove A bottoms
Pressure-bearing rubber block 2, the middle part of the pressure-bearing rubber block 2, which is provided with through hole 4, through hole 4, is provided with the first elastic component 3, the first elasticity
One end of part 3 is fixed on groove A bottom land, and the other end is connected through through hole 4 with the support column 10；The damping base 1
Cell wall on be arranged with groove B 16, groove B 16 and be vertically provided with slide bar A 13 and the cunning that can be slided on slide bar A 13
Block A 14, sliding block A 14 are connected by the second elastic component 7 with the side wall of the support column 10, sliding block A 14 and groove B16 groove
The relative side in bottom is fixed with friction plate A 15, and the friction plate A 15 is contacted with groove B 16 bottom land.
Operation principle of the present utility model is：When earthquake causes steel construction in the vertical direction to vibrate, steel construction is moved down
Supporting plate 9 and support column 10 is driven to move down and compress the first elastic component 3, the first elastic component 3 is compressed and rebounded, can reach and subtract
Shake effect.Meanwhile, the second elastic component 7 being connected with the side wall of support column 10 glides with movable slider A 14, is consumed by friction plate A 15
It can aid in damping.When meeting with strong earthquakes, the amount of moving down of steel construction is larger, now, the compression pressure-bearing rubber of support column 10 block 2,
Under the cushioning effect of pressure-bearing rubber block 2, further damping is realized.Similarly, when steel construction is moved up, the first elastic component 3 is drawn
Stretch and rebound, reach damping effect, support column 10 is moved up by the second elastic component 7 with movable slider A 14, passes through friction plate A 15
Power consumption auxiliary damping.Further, since the deadweight of steel construction, when it is moved down, damping base 1 bears larger impact, pressure-bearing rubber
Block 2 can play a protective role to the first elastic component 3, make its compression not over elastic range, increase the service life.
When earthquake causes steel construction to vibrate in the horizontal direction, supporting plate 9 drives support column 10 to move up in the horizontal direction
Dynamic, the second elastic component 7 of the side of support column 10 is stretched and rebounded, and the second elastic component 7 of opposite side is compressed and rebounded,
It can reach damping effect.In addition, the first elastic component 3 being connected with the bottom of support column 10 also can tension, play auxiliary damping effect
Really.
Embodiment 2
Based on embodiment 1, the bottom of support column 10, which is provided with to be horizontally disposed with the groove C 6 that Open Side Down, groove C 6, cunning
Bar B 5 and the slide block B 18 that can be slided on slide bar B 5, the side relative with groove C 6 bottom land of slide block B 18, which is fixed with, rubs
Pad B 17, the friction plate B 17 is contacted with groove C 6 bottom land.When earthquake causes steel construction to vibrate in the horizontal direction
When, supporting plate 9 drives support column 10 to move in the horizontal direction, now, and slide block B 18 and slide bar B 5 produces relative movement, from
And the bottom land with movable friction plate B 17 and groove C 6 produces friction, damping can be aided in by friction energy-dissipating.
Embodiment 3
Based on embodiment 1, the second damping device is provided between groove A groove top and supporting plate 9, damping is can further improve
Effect.
Second damping device includes rubber layer 12, steel plate layer 8 and the rubber layer 12 set gradually from top to bottom.By ground
During shake, the rubber layer 12 between supporting plate 9 and damping base 1 can aid in the first damping device, and the vibration on vertical direction is risen
To further cushioning effect, and steel plate layer 8 can make the second damping device bear larger impact.In addition, when steel construction is moved up,
The tension of rubber layer 12 can play a protective role to the first elastic component 3, make its amount of tension not over elastic range, extension uses the longevity
Life.
Embodiment 4
Based on above-described embodiment, the first elastic component 3 and the second elastic component 7 are spring.
It is embodiment of the present utility model as described above.The utility model is not limited to above-mentioned embodiment, anyone
The structure change made under enlightenment of the present utility model should be learnt, it is every that there is same or like skill with the utility model
Art scheme, each falls within protection domain of the present utility model.
Claims (5)
1. a kind of steel construction shock mount, including steel construction supporting leg (11), it is characterised in that the steel construction supporting leg (11)
Bottom is connected with supporting plate (9), and the bottom of the supporting plate (9) is connected with support column (10)；
Also include damping base (1), the damping base (1) is provided with the in groove A, the groove A that opening upwards are set
One damping device, first damping device includes the pressure-bearing rubber block (2) for being fixed on groove A bottoms, the pressure-bearing rubber block
(2) middle part is provided with through hole (4), is provided with the first elastic component (3) in through hole (4), and one end of the first elastic component (3) is fixed on recessed
On groove A bottom land, the other end is connected through through hole (4) with the support column (10)；
Be arranged with groove B (16) on the cell wall of the damping base (1), be vertically provided with groove B (16) slide bar A (13) and
The side that the sliding block A (14) that can be slided on slide bar A (13), sliding block A (14) pass through the second elastic component (7) and the support column (10)
Wall is connected, and side relative with groove B (16) bottom land sliding block A (14) is fixed with friction plate A (15), the friction plate A (15)
Contacted with groove B (16) bottom land.
2. a kind of steel construction shock mount according to claim 1, it is characterised in that the bottom of the support column (10)
Being horizontally disposed with provided with the groove C (6) that Open Side Down, in groove C (6) has slide bar B (5) and the sliding block that can be slided on slide bar B (5)
B (18), slide block B (18) side relative with groove C (6) bottom land is fixed with friction plate B (17), the friction plate B (17) with
Groove C (6) bottom land contact.
3. a kind of steel construction shock mount according to claim 1, it is characterised in that the groove top of the groove A and branch
The second damping device is provided between fagging (9).
4. a kind of steel construction shock mount according to claim 3, it is characterised in that second damping device includes
Rubber layer (12), steel plate layer (8) and the rubber layer (12) set gradually from top to bottom.
5. a kind of steel construction shock mount according to claim 1, it is characterised in that first elastic component (3) and
Second elastic component (7) is spring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621417174.9U CN206397237U (en) | 2016-12-22 | 2016-12-22 | A kind of steel construction shock mount |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621417174.9U CN206397237U (en) | 2016-12-22 | 2016-12-22 | A kind of steel construction shock mount |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206397237U true CN206397237U (en) | 2017-08-11 |
Family
ID=59512062
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621417174.9U Expired - Fee Related CN206397237U (en) | 2016-12-22 | 2016-12-22 | A kind of steel construction shock mount |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206397237U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867695A (en) * | 2018-08-16 | 2018-11-23 | 朱浩东 | A kind of construction process of bulkhead construction |
| CN109083293A (en) * | 2018-09-26 | 2018-12-25 | 张丽聪 | A kind of assembled support base in architectural engineering |
| CN109346934A (en) * | 2018-10-13 | 2019-02-15 | 袁玉婷 | One kind having shock-absorbing protecting stable structure type Electric Appliance Cabinet |
| CN109930890A (en) * | 2019-04-25 | 2019-06-25 | 郑州工业应用技术学院 | A kind of construction steel structure device with high shock resistance |
| CN110359365A (en) * | 2019-08-06 | 2019-10-22 | 重庆德新纪源科技有限公司 | A kind of packaged type bridges shock-proof seat |
| CN110369511A (en) * | 2019-07-29 | 2019-10-25 | 常州威诺斯花辊有限公司 | A kind of fast mill bracket fixing device |
-
2016
- 2016-12-22 CN CN201621417174.9U patent/CN206397237U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867695A (en) * | 2018-08-16 | 2018-11-23 | 朱浩东 | A kind of construction process of bulkhead construction |
| CN109083293A (en) * | 2018-09-26 | 2018-12-25 | 张丽聪 | A kind of assembled support base in architectural engineering |
| CN109083293B (en) * | 2018-09-26 | 2020-01-24 | 龙元明筑科技有限责任公司 | A assembled supporting seat for among building engineering |
| CN109346934A (en) * | 2018-10-13 | 2019-02-15 | 袁玉婷 | One kind having shock-absorbing protecting stable structure type Electric Appliance Cabinet |
| CN109930890A (en) * | 2019-04-25 | 2019-06-25 | 郑州工业应用技术学院 | A kind of construction steel structure device with high shock resistance |
| CN110369511A (en) * | 2019-07-29 | 2019-10-25 | 常州威诺斯花辊有限公司 | A kind of fast mill bracket fixing device |
| CN110359365A (en) * | 2019-08-06 | 2019-10-22 | 重庆德新纪源科技有限公司 | A kind of packaged type bridges shock-proof seat |
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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: 20170811 Termination date: 20171222 |