CN208885090U - A kind of shock insulation and elimination device for high storeyed building construction - Google Patents
A kind of shock insulation and elimination device for high storeyed building construction Download PDFInfo
- Publication number
- CN208885090U CN208885090U CN201821666474.XU CN201821666474U CN208885090U CN 208885090 U CN208885090 U CN 208885090U CN 201821666474 U CN201821666474 U CN 201821666474U CN 208885090 U CN208885090 U CN 208885090U
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- Prior art keywords
- connecting plate
- plate
- energy dissipating
- damper
- building construction
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- Vibration Prevention Devices (AREA)
Abstract
The utility model belongs to technical field of building construction, in particular a kind of shock insulation and elimination device for high storeyed building construction, including connecting plate, energy dissipating plate, damper and shock isolating pedestal, the connecting plate includes the first connecting plate and the second connecting plate, first connecting plate and second connecting plate are respectively and fixedly installed on the substrate of top and bottom, and the energy dissipating plate is mounted between first connecting plate and second connecting plate；By installing four dampers between connecting plate, and two adjacent dampers is enabled to entwine arrangement, form stable support construction, it does not need to mutually form support construction with other sinkers, the installation number of sinker can be reduced in right amount, save installation cost, and it is fixedly connected between damper and connecting plate by shock isolating pedestal, in junction, buffer unit is set, it avoids damper and connecting plate in vibration from being rigidly connected, causes greater impact, damage connector, absorption that can be bigger shakes, and extends the service life of connector.
Description
Technical field
The utility model belongs to technical field of building construction, and in particular to a kind of shock insulation and elimination device for high storeyed building construction.
Background technique
Traditional anti-shock methods are that house superstructure and basis are rigidly connected to together, when earthquake, ground motion energy
Amount by basis is input to building structure, causes building structure that vibration, deformation occurs, or even collapse, " energy-eliminating shock-insulating " it is basic
Thought be make basis separate with top building structure, isolation input of the seismic energy to building, realization earthquake when earthquake and build
It is substantially motionless to build object, achievees the purpose that guarantee building safety.
In high building structure, every interlayer often installs shock-absorbing and energy-dissipating device, reduces floor when being shaken to absorb
Shaking amplitude, at present frequently with sinker between framework, sinker is capable of providing the support on vertical direction, and can absorb level
The vibration in direction, but sinker is during installation, and with floor gap using rigidity installation, in junction, stress is larger, is easy to make bolt
Fatigue fracture, and sinker need it is multiple use simultaneously, form rock-steady structure, higher cost.
Utility model content
To solve the problems mentioned above in the background art.The utility model provides a kind of high building structure shock insulation and disappears
The characteristics of energy device, has stable support construction, can effectively absorb reduction vibration, reduce installation cost.
To achieve the above object, the utility model provides the following technical solutions: a kind of high building structure isolation energy dissipation dress
It sets, including connecting plate, energy dissipating plate, damper and shock isolating pedestal, the connecting plate includes the first connecting plate and the second connecting plate, institute
It states the first connecting plate and second connecting plate is respectively and fixedly installed on the substrate of top and bottom, the energy dissipating plate is mounted on institute
State between the first connecting plate and second connecting plate, and the both ends of the energy dissipating plate respectively with first connecting plate and described
Second connecting plate is fixedly connected, and the damper quantity is four, and is symmetrically distributed in the left and right sides of the energy dissipating plate, same
Two dampers of side are entwined arrangement, are connected between the damper and the connecting plate by the way that the shock isolating pedestal is fixed
It connects.
In order to enable stable support construction is capable of forming between connecting plate and substrate, as a kind of high of the utility model
Layer building structure shock-absorbing and energy-dissipating device optimal technical scheme, offers on first connecting plate and second connecting plate multiple
Bolt hole, first connecting plate and second connecting plate and the substrate are spirally connected fixation, the shock isolating pedestal and the company
Fishplate bar is spirally connected fixation.
In order to enable inhaling longitudinal energy, reduce energy transmission, as the utility model a kind of high building structure every
Energy dissipator optimal technical scheme is shaken, the energy dissipating plate is at least by flexible protective casing, the first energy dissipating metal plate and the second energy dissipating gold
Belong to board group at the first energy dissipating metal plate is parallel with the second energy dissipating metal plate to be installed, and the flexible protective casing is coated on
The outside of the first energy dissipating metal plate and the second energy dissipating metal plate, the first energy dissipating metal plate and the second energy dissipating metal
Plate is fixedly connected by the flexible protective casing.
In order to absorb vibration, energy is eliminated, a kind of shock insulation and elimination device for high storeyed building construction as the utility model is excellent
Selecting technology scheme, the damper include shell body, free bearing, piston rod, piston and resisting medium, and the free bearing is fixed
In the both ends of the shell body, the internal slide of the shell body is equipped with piston, the side of the piston
It is fixedly installed with piston rod, and is filled with resisting medium between the piston and the shell body.
In order to enable stable support construction is capable of forming between connecting plate, a kind of skyscraper as the utility model
Structures isolation effect energy dissipator optimal technical scheme, it is hingedly solid by the free bearing between the damper and the shock isolating pedestal
It is fixed.
A kind of shock insulation and elimination device for high storeyed building construction in order to extend the service life of connector, as the utility model
Optimal technical scheme, the shock isolating pedestal include support connecting plate, fixing seat, rubber layer and steel plate layer, the support connecting plate
Inner sidewall on be fixed with the fixing seat, rubber layer is fixedly installed between two fixing seats, the steel plate layer is embedded
It is fixedly connected in the rubber layer, and with the rubber layer.
In order to extend the service life of connector, buffer layer, a kind of high building structure as the utility model are formed
Shock-absorbing and energy-dissipating device optimal technical scheme, the steel plate layer number be it is multiple, and multiple steel plate layers be distributed parallelly on it is described
In rubber layer.
Compared with prior art, the utility model has the beneficial effects that by installing four dampers between connecting plate,
And two adjacent dampers is enabled to entwine arrangement, stable support construction is formed, does not need to mutually form with other sinkers
Support construction, can reduce the installation number of sinker in right amount, save installation cost, and between damper and connecting plate by every
Shake support be fixedly connected, junction be arranged buffer unit, avoid vibration when damper and connecting plate be rigidly connected, cause compared with
Large impact damages connector, and absorption that can be bigger shakes, and extends the service life of connector.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the schematic perspective view of the utility model；
Fig. 3 is the structural schematic diagram of damper in the utility model；
Fig. 4 is the structural schematic diagram of shock isolating pedestal in the utility model；
In figure: 1, connecting plate；11, the first connecting plate；12, the second connecting plate；2, energy dissipating plate；21, flexible protective casing；22,
First energy dissipating metal plate；23, the second energy dissipating metal plate；3, damper；31, shell body；32, free bearing；33, piston rod；
34, piston；35, resisting medium；4, shock isolating pedestal；41, support connecting plate；42, fixing seat；43, rubber layer；44, steel plate layer.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
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 embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment
Fig. 1-4 is please referred to, the utility model provides a kind of technical solution: a kind of shock insulation and elimination device for high storeyed building construction,
Including connecting plate 1, energy dissipating plate 2, damper 3 and shock isolating pedestal 4, connecting plate 1 includes the first connecting plate 11 and the second connecting plate 12,
First connecting plate 11 and the second connecting plate 12 are respectively and fixedly installed on the substrate of top and bottom, and energy dissipating plate 2 is mounted on the first company
Between fishplate bar 11 and the second connecting plate 12, and the both ends of energy dissipating plate 2 are fixed with the first connecting plate 11 and the second connecting plate 12 respectively
Connection, 3 quantity of damper is four, and is symmetrically distributed in the left and right sides of energy dissipating plate 2, and two dampers 3 of the same side are entwined
Arrangement is fixedly connected between damper 3 and connecting plate 1 by shock isolating pedestal 4.
In the present embodiment, 3 quantity of damper is four, and is symmetrically distributed in the left and right sides of energy dissipating plate 2, the two of the same side
A damper 3 is entwined arrangement, is fixedly connected between damper 3 and connecting plate 1 by shock isolating pedestal 4, by between connecting plate 1
Four dampers 3 are installed, and two adjacent dampers 3 is enabled to entwine arrangement, form stable support construction, do not need and other
Sinker mutually form support construction, can reduce the installation number of sinker in right amount, save installation cost, and damper 3
Be fixedly connected between connecting plate 1 by shock isolating pedestal 4, buffer unit be set in junction, avoid in vibration damper 3 with
Connecting plate 1 is rigidly connected, and causes greater impact, damages connector, and absorption that can be bigger shakes, and extend connector uses the longevity
Life.
Specifically, multiple bolts hole are offered on the first connecting plate 11 and the second connecting plate 12, the first connecting plate 11 and
Two connecting plates 12 and substrate are spirally connected fixation, and shock isolating pedestal 4 and connecting plate 1 are spirally connected fixation.
In the present embodiment, multiple bolts hole, the first connecting plate 11 are offered on the first connecting plate 11 and the second connecting plate 12
It is spirally connected fixation with the second connecting plate 12 and substrate, shock isolating pedestal 4 and connecting plate 1 are spirally connected fixation, and the can be installed by bolt
One connecting plate 11 and the second connecting plate 12, can enable and be more firmly mounted, and is easy to disassemble.
Specifically, energy dissipating plate 2 is at least by 23 groups of flexible protective casing 21, the first energy dissipating metal plate 22 and the second energy dissipating metal plate
At the first energy dissipating metal plate 22 installation parallel with the second energy dissipating metal plate 23, flexible protective casing 21 is coated on the first energy dissipating metal
The outside of plate 22 and the second energy dissipating metal plate 23, the first energy dissipating metal plate 22 and the second energy dissipating metal plate 23 pass through flexible protective casing
21 are fixedly connected.
In the present embodiment, by two by the installation parallel with the second energy dissipating metal plate 23 of the first energy dissipating metal plate 22, and
First energy dissipating metal plate 22 and the external of the second energy dissipating metal plate 23 coat flexible protective casing 21, can pass through two energy dissipating metals
Plate shakes the energy of generation to absorb, and reduces the energy longitudinally transmitted.
Specifically, damper 3 includes shell body 31, free bearing 32, piston rod 33, piston 34 and resisting medium 35,
Free bearing 32 is fixed on the both ends of shell body 31, and the internal slide of shell body 31 is equipped with piston 34, piston 34
Side be fixedly installed with piston rod 33, and between piston 34 and shell body 31 be filled with resisting medium 35.
In the present embodiment, by the way that the both ends of damper 3 are hinged on shock isolating pedestal 4, the piston inside damper 3 is utilized
Bar 33, piston 34 and resisting medium 35 drive piston rod 33 to slide in shell body 31, make to live when shaking generation
Plug 34 is damped the obstruction of medium 35, to absorb bradyseism.
Specifically, hingedly fixed by free bearing 32 between damper 3 and shock isolating pedestal 4.
It is hingedly fixed by free bearing 32 between damper 3 and shock isolating pedestal 4 in the present embodiment, stable support can be formed
Structure absorbs vibration, keeps the stabilization of floor structure.
Specifically, shock isolating pedestal 4 includes support connecting plate 41, fixing seat 42, rubber layer 43 and steel plate layer 44, support connection
It is fixed with fixing seat 42 on the inner sidewall of plate 41, rubber layer 43 is fixedly installed between two fixing seats 42, steel plate layer 44 is embedded
It is fixedly connected in rubber layer 43, and with rubber layer 43,44 quantity of steel plate layer is multiple, and multiple steel plate layers 44 are distributed parallelly on
In rubber layer 43.
It in the present embodiment, is fixedly connected between damper 3 and connecting plate 1 by shock isolating pedestal 4, is arranged in junction and buffers
Device avoids damper 3 and connecting plate 1 in vibration from being rigidly connected, causes greater impact, damage connector, pass through shock insulation branch
Rubber layer 43 and steel plate layer 44 inside seat 4, absorption that can be bigger shake, and extend the service life of connector.
The working principle and process for using of the utility model: after the utility model installs, by between connecting plate 1
Four dampers 3 are installed, and two adjacent dampers 3 is enabled to entwine arrangement, form stable support construction, do not need and other
Sinker mutually form support construction, can reduce the installation number of sinker in right amount, save installation cost, and damper 3
It is fixedly connected between connecting plate 1 by shock isolating pedestal 4, buffer unit is set in junction, when shaking generation, band piston
Bar 33 slides in shell body 31, and piston 34 is made to be damped the obstruction of medium 35, to absorb bradyseism, avoids shaking
When damper 3 and connecting plate 1 be rigidly connected, cause greater impact, damage connector, absorption vibration that can be bigger extends and connects
The service life of fitting.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (7)
1. a kind of shock insulation and elimination device for high storeyed building construction, it is characterised in that: including connecting plate (1), energy dissipating plate (2), damper
(3) and shock isolating pedestal (4), the connecting plate (1) include the first connecting plate (11) and the second connecting plate (12), first connection
Plate (11) and second connecting plate (12) are respectively and fixedly installed on the substrate of top and bottom, and the energy dissipating plate (2) is mounted on
Between first connecting plate (11) and second connecting plate (12), and the both ends of the energy dissipating plate (2) are respectively with described
One connecting plate (11) is fixedly connected with second connecting plate (12), and damper (3) quantity is four, and is symmetrically distributed in
The left and right sides of the energy dissipating plate (2), the damper (3) of two of the same side are entwined arrangement, the damper (3) with it is described
It is fixedly connected between connecting plate (1) by the shock isolating pedestal (4).
2. a kind of shock insulation and elimination device for high storeyed building construction according to claim 1, it is characterised in that: first connection
Multiple bolts hole, first connecting plate (11) and second connection are offered on plate (11) and second connecting plate (12)
Plate (12) and the substrate are spirally connected fixation, and the shock isolating pedestal (4) and the connecting plate (1) are spirally connected fixation.
3. a kind of shock insulation and elimination device for high storeyed building construction according to claim 1, it is characterised in that: the energy dissipating plate
(2) it is at least made of flexible protective casing (21), the first energy dissipating metal plate (22) and the second energy dissipating metal plate (23), described first disappears
Energy metal plate (22) installation parallel with the second energy dissipating metal plate (23), the flexible protective casing (21) are coated on described first
The outside of energy dissipating metal plate (22) and the second energy dissipating metal plate (23), the first energy dissipating metal plate (22) and second energy dissipating
Metal plate (23) is fixedly connected by the flexible protective casing (21).
4. a kind of shock insulation and elimination device for high storeyed building construction according to claim 1, it is characterised in that: the damper
It (3) include shell body (31), free bearing (32), piston rod (33), piston (34) and resisting medium (35), the free bearing
(32) both ends of the shell body (31) are fixed on, the internal slide of the shell body (31) is equipped with piston
(34), the side of the piston (34) is fixedly installed with piston rod (33), and the piston (34) and the shell body
(31) resisting medium (35) are filled between.
5. a kind of shock insulation and elimination device for high storeyed building construction according to claim 4, it is characterised in that: the damper
(3) hingedly fixed by the free bearing (32) between the shock isolating pedestal (4).
6. a kind of shock insulation and elimination device for high storeyed building construction according to claim 1, it is characterised in that: the shock isolating pedestal
It (4) include support connecting plate (41), fixing seat (42), rubber layer (43) and steel plate layer (44), the support connecting plate (41)
It is fixed on inner sidewall the fixing seat (42), is fixedly installed with rubber layer (43) between two fixing seats (42), it is described
Steel plate layer (44) is embedded in the rubber layer (43), and is fixedly connected with the rubber layer (43).
7. a kind of shock insulation and elimination device for high storeyed building construction according to claim 6, it is characterised in that: the steel plate layer
(44) quantity is multiple, and multiple steel plate layers (44) are distributed parallelly in the rubber layer (43).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821666474.XU CN208885090U (en) | 2018-10-15 | 2018-10-15 | A kind of shock insulation and elimination device for high storeyed building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821666474.XU CN208885090U (en) | 2018-10-15 | 2018-10-15 | A kind of shock insulation and elimination device for high storeyed building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208885090U true CN208885090U (en) | 2019-05-21 |
Family
ID=66516085
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821666474.XU Expired - Fee Related CN208885090U (en) | 2018-10-15 | 2018-10-15 | A kind of shock insulation and elimination device for high storeyed building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208885090U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112112304A (en) * | 2020-09-21 | 2020-12-22 | 四川省建筑科学研究院有限公司 | Collision protection structure and device |
| CN112726863A (en) * | 2021-01-05 | 2021-04-30 | 常州工学院 | Novel damping device for well-shaped building |
-
2018
- 2018-10-15 CN CN201821666474.XU patent/CN208885090U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112112304A (en) * | 2020-09-21 | 2020-12-22 | 四川省建筑科学研究院有限公司 | Collision protection structure and device |
| CN112726863A (en) * | 2021-01-05 | 2021-04-30 | 常州工学院 | Novel damping device for well-shaped building |
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| 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: 20190521 Termination date: 20201015 |