CN206220260U - A kind of Self-resetting three-dimensional damping energy dissipating support for building - Google Patents
A kind of Self-resetting three-dimensional damping energy dissipating support for building Download PDFInfo
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- CN206220260U CN206220260U CN201621247023.3U CN201621247023U CN206220260U CN 206220260 U CN206220260 U CN 206220260U CN 201621247023 U CN201621247023 U CN 201621247023U CN 206220260 U CN206220260 U CN 206220260U
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Abstract
The utility model is a kind of Self-resetting three-dimensional damping energy dissipating support for building.Include upper junction plate（1）, upper base plate（2）, resistance to plucking cover plate is provided between upper junction plate and upper base plate（5）, horizontal reset spring is set between resistance to plucking cover plate and upper base plate（6）, upper base plate have core seat（4）, intermediate gaps sandwiched tetrafluoro plate（3）, middle connecting plate is connected with core seat（7）, in middle connecting plate and lower connecting plate（15）Between vertical sleeve friction energy-dissipating damper is installed, damper is by sleeve（11）And plunger（10）Composition, the two contact surface is provided with visco-elastic damping layer（13）.Sleeve free end and plunger are to leaving space between middle connecting plate and lower connecting plate（18）, cushion pad is installed in space（12）.Damper periphery is provided with band spring（9）Caging bolt（8）.The utility model shock insulation energy dissipation capacity is strong, with self-resetting capability, building can be greatly improved each to shock resistance.
Description
Technical field
The utility model is related to a kind of Self-resetting three-dimensional damping energy dissipating support for building, belongs to building structure earthquake isolation control
Field processed.
Background technology
With developing rapidly for economic technology, nowadays, China obtains very big in field of shock isolation and absorption control of building structure
Progressive, all kinds of earthquake isolation products have many kinds, in the majority with laminated rubber damping bearing, but the physics due to laminated rubber in itself
Defect, simply there is preferable earthquake isolation to act on to horizontal earthquake action, for realizing that multiple dimension shock-proof has very big difficulty, and
Its turning power and breakout capacity are poor, and self-resetting capability is not enough after shake, and ageing of rubber problem is obvious.
The content of the invention
The utility model purpose is the existing bearing drawbacks described above of customer service, so as to provide a kind of each good to isolation property
Shock mount for building.It can not only play good earthquake isolation effect comprehensive, and be widely used, stability and safety
Reliability is high, possesses preferable self-resetting capability, and stability and security reliability are high, possess preferable self-resetting capability.
The utility model solves the technical scheme that its technical problem used：A kind of runback for building of the present utility model
The three-dimensional damping energy dissipating support in position, it is characterised in that include upper junction plate（1）, upper base plate（2）, between upper junction plate and upper base plate
Resistance to plucking cover plate is set（5）, horizontal reset spring is set between resistance to plucking cover plate and upper base plate（6）, upper base plate have core seat
（4）, intermediate gaps sandwiched tetrafluoro plate（3）, middle connecting plate is connected with core seat（7）, in middle connecting plate and lower connecting plate
（15）Between vertical sleeve friction energy-dissipating damper is installed, damper is by sleeve（11）And plunger（10）Composition, the two connects
Contacting surface is provided with visco-elastic damping layer（13）, sleeve free end and plunger are to leaving sky between middle connecting plate and lower connecting plate
Gap（18）, cushion pad is installed in space（12）, damper periphery is provided with band spring（9）Caging bolt（8）.
The upper junction plate（1）With upper base plate（2）Between use interior hexagonal cylindrical hook bolt（17）Connection, resistance to plucking cover plate
（5）Bottom and lower connecting plate（15）Between be welded and fixed.
It is described to be arranged on resistance to plucking cover plate（5）With upper base plate（2）Between horizontal reset spring（6）Along upper base plate periphery
Radiation arrangement, and there is short column fixed position at spring two, and spring edge is welded and fixed with short column.
A kind of Self-resetting three-dimensional damping energy dissipating support for building, general shape is in cylinder.
The sleeve of the vertical sleeve friction energy-dissipating damper（11）Lower end and plunger（10）Upper end respectively with lower connection
Plate is fixedly connected with middle connecting plate, stays the space for setting（18）Highly should be greater than static load lower spring（9）Decrement, and in space
It is provided with steam vent（14）Communicated with the external world.
The quantity of the vertical sleeve friction energy-dissipating damper can set according to shock insulation demand along the even circumferential of lower connecting plate
Put.
A kind of Self-resetting three-dimensional damping energy dissipating support for building is arranged on top-out structure with bottom load-bearing basis
Between, upper junction plate is respectively provided with eight connecting holes with lower connecting plate（16）For connecting up-down structure.
The utility model is arranged between top-out structure and bottom load-bearing basis, and vertical load is transmitted to by upper junction plate
Upper base plate, then core seat is passed to, load is transmitted to bottom vertical earthquake isolating equipment by core seat again.Under dead load effect, erect
Certain compression can occur to damper and spring, in vertical vibrations, by the viscoelastic damping on plunger and sleeve
Telescopic spring on the outside of the phase mutual friction of material layer and screw rod, dissipative part seismic energy is vertically shaken with mitigating structure.Level
During coming earthquake, core can produce certain corner displacement, the horizontal force that release structure is produced, while being arranged on anti-with polytetrafluoro plate
The horizontal reset spring pulled out between cover plate and upper base plate has certain energy dissipation capacity, reaches horizontal shock-absorbing purpose, and earthquake
Horizontal reset spring promotes bearing to return to origin-location after end.
The beneficial effects of the utility model are：Suitable for all kinds of building structure, conventional laminated rubber bases antidetonation is solved
Scarce capacity, stability is poor, it is easily aging the problems such as, and its power transmission is clearly, and construction is reasonable, is easy to industrialized production and scene to apply
Work, possesses preferable self-resetting capability, reached it is safe, be applicable, durable purpose of design.
Brief description of the drawings
Fig. 1 is vertical cross section figure of the present utility model；
Fig. 2 is damper floor plan of the present utility model；
Fig. 3 is plan view from above of the present utility model；
In figure：1-upper junction plate；2-upper base plate；3-tetrafluoro plate；4-core seat；5-resistance to plucking cover plate；6-level is multiple
Position spring；7-middle connecting plate；8-caging bolt；9-Vertical Spring；10-plunger；11-sleeve；12-cushion pad
Block；13-visco-elastic damping layer；14-steam vent；15-lower connecting plate；16-connecting hole；17-interior hexagonal cylindrical hook bolt；
18-space
Specific embodiment
Further illustrate below in conjunction with the accompanying drawings.
As shown in Fig. 1 to 3, this Self-resetting three-dimensional damping energy dissipating support for building includes upper junction plate 1, upper base plate 2, on
Resistance to plucking cover plate 5 is set between connecting plate and upper base plate, horizontal reset spring 6 is set between resistance to plucking cover plate and upper base plate, under upper base plate
Core seat 4 is provided with, intermediate gaps sandwiched tetrafluoro plate 3 is connected with middle connecting plate 7, in middle connecting plate and lower company under core seat
Vertical sleeve friction energy-dissipating damper is installed, damper is made up of sleeve 11 and plunger 10 between fishplate bar 15, the two contact
Face is provided with visco-elastic damping layer 13.Sleeve free end and plunger are to leaving space between middle connecting plate and lower connecting plate
18, cushion pad 12 is installed in space.Damper periphery is provided with the caging bolt 8 with spring 9.
Connected using interior hexagonal cylindrical hook bolt 17 between the upper junction plate 1 and upper base plate 2, the bottom of resistance to plucking cover plate 5 with
It is welded and fixed between lower connecting plate 15.
The horizontal reset spring 6 being arranged between resistance to plucking cover plate 5 and upper base plate 2 radiates cloth along upper base plate periphery
Put, and there is short column fixed position at spring two, and spring edge is welded and fixed with short column.
A kind of Self-resetting three-dimensional damping energy dissipating support for building, general shape is in cylinder.
The lower end of sleeve 11 and the upper end of plunger 10 of the vertical sleeve friction energy-dissipating damper respectively with lower connecting plate and
Middle connecting plate is fixedly connected, and stays the height of space 18 for setting to should be greater than the decrement of static load lower spring 9, and exhaust is provided with space
Hole 14 communicates with the external world.
The quantity of the vertical sleeve friction energy-dissipating damper can set according to shock insulation demand along the even circumferential of lower connecting plate
Put.
A kind of Self-resetting three-dimensional damping energy dissipating support for building is arranged on top-out structure with bottom load-bearing basis
Between, upper junction plate is respectively provided with eight connecting holes 16 for being connected up-down structure with lower connecting plate.
The utility model is arranged between top-out structure and bottom load-bearing basis, and vertical load is transmitted to by upper junction plate
Upper base plate, then core seat is passed to, load is transmitted to bottom vertical earthquake isolating equipment by core seat again.Under dead load effect, erect
Certain compression can occur to damper and spring, in vertical vibrations, by the viscoelastic damping on plunger and sleeve
Telescopic spring on the outside of the phase mutual friction of material layer and screw rod, dissipative part seismic energy is vertically shaken with mitigating structure.Level
During coming earthquake, core can produce certain corner displacement, the horizontal force that release structure is produced, while being arranged on anti-with polytetrafluoro plate
The horizontal reset spring pulled out between cover plate and upper base plate has certain energy dissipation capacity, reaches horizontal shock-absorbing purpose, and earthquake
Horizontal reset spring promotes bearing to return to origin-location after end.
The assembly method of the present apparatus is：First, in the lower surface of middle connecting plate 7 and the upper surface fixed cylinder of lower connecting plate 15
Plug 10 and the sleeve 11 with viscoelastic damping material 13 and cushion pad 12, in plunger 10 and the junction of middle connecting plate 7
Cushion pad 12 is installed, then plunger 10 is inserted into sleeve 11, caging bolt 8 and spring 9 are installed between two connecting plates.
Then, core seat 4 is installed on middle connecting plate 7, upper base plate 2 is processed, upper base plate lower surface sets a groove, and tetrafluoro plate 3 is embedding
Enter wherein, be placed on core seat 4, upper base plate 2 is connected with 1 plate of upper connection with interior hexagonal cylindrical bolt 17, what is processed
One is installed on the short column of upper base plate outward flange and encloses horizontal reset spring 6, resistance to plucking cover plate 5 is finally installed, resistance to plucking cover plate inner side sets short column
Corresponded with short column on the outside of upper base plate, insert it into and spring inner has been installed, resistance to plucking cover plate and lower connecting plate are enclosed into angle with one
Weld seam is fixed, so as to form bearing entirety.The process can be processed in factory, can be directly by reserving to job site
Connecting hole 16 be attached with up-down structure respectively with respective bolt.
Claims (7)
1. a kind of Self-resetting for building three-dimensional damping energy dissipating support, it is characterised in that include upper junction plate（1）, upper base plate
（2）, resistance to plucking cover plate is set between upper junction plate and upper base plate（5）, horizontal reset spring is set between resistance to plucking cover plate and upper base plate
（6）, upper base plate have core seat（4）, intermediate gaps sandwiched tetrafluoro plate（3）, middle connecting plate is connected with core seat（7）,
In middle connecting plate and lower connecting plate（15）Between vertical sleeve friction energy-dissipating damper is installed, damper is by sleeve（11）With
Plunger（10）Composition, the two contact surface is provided with visco-elastic damping layer（13）, sleeve free end and plunger are connected to centre
Space is left between plate and lower connecting plate（18）, cushion pad is installed in space（12）, damper periphery is provided with band spring（9）
Caging bolt（8）.
2. a kind of Self-resetting for building three-dimensional damping energy dissipating support according to claim 1, it is characterised in that the upper connection
Plate（1）With upper base plate（2）Between use interior hexagonal cylindrical hook bolt（17）Connection, resistance to plucking cover plate（5）Bottom and lower connecting plate
（15）Between be welded and fixed.
3. a kind of Self-resetting for building three-dimensional damping energy dissipating support according to claim 1, it is characterised in that be arranged on resistance to plucking
Cover plate（5）With upper base plate（2）Between horizontal reset spring（6）Radiated along upper base plate periphery and arranged, and spring two has
Short column fixed position, and spring edge is welded and fixed with short column.
4. a kind of Self-resetting for building three-dimensional damping energy dissipating support according to claim 1, it is characterised in that general shape is in
Cylinder.
5. a kind of Self-resetting for building three-dimensional damping energy dissipating support according to claim 1, it is characterised in that the vertical set
The sleeve of cylinder friction energy-dissipating damper（11）Lower end and plunger（10）Upper end is fixed with lower connecting plate and middle connecting plate respectively
Connection, stays the space for setting（18）Highly should be greater than static load lower spring（9）Decrement, and steam vent is provided with space（14）With it is outer
Boundary communicates.
6. a kind of Self-resetting for building three-dimensional damping energy dissipating support according to claim 1, it is characterised in that the vertical set
The quantity of cylinder friction energy-dissipating damper can be set according to shock insulation demand along the even circumferential of lower connecting plate.
7. a kind of Self-resetting for building three-dimensional damping energy dissipating support according to claim 1, it is characterised in that bearing is arranged on
Between top-out structure and bottom load-bearing basis, upper junction plate is respectively provided with eight connecting holes with lower connecting plate（16）For connecting
Up-down structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621247023.3U CN206220260U (en) | 2016-11-22 | 2016-11-22 | A kind of Self-resetting three-dimensional damping energy dissipating support for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621247023.3U CN206220260U (en) | 2016-11-22 | 2016-11-22 | A kind of Self-resetting three-dimensional damping energy dissipating support for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220260U true CN206220260U (en) | 2017-06-06 |
Family
ID=58790410
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621247023.3U Expired - Fee Related CN206220260U (en) | 2016-11-22 | 2016-11-22 | A kind of Self-resetting three-dimensional damping energy dissipating support for building |
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|---|---|
| CN (1) | CN206220260U (en) |
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| CN107905094A (en) * | 2017-12-12 | 2018-04-13 | 甯告旦 | A kind of adaptive bridge pad |
| CN108798170A (en) * | 2018-07-25 | 2018-11-13 | 北京工业大学 | Tension shock insulation protective device, tension shock insulation protection system and its application method |
| CN108869623A (en) * | 2018-08-13 | 2018-11-23 | 上海电力学院 | A kind of combined type shock isolating pedestal for high voltage electric equipment shock insulation |
| CN108978879A (en) * | 2018-07-08 | 2018-12-11 | 华北理工大学 | Tension limits shock isolating pedestal and its installation method certainly |
| CN109056515A (en) * | 2018-09-13 | 2018-12-21 | 北京城建十六建筑工程有限责任公司 | A kind of shock mount |
| WO2019024552A1 (en) * | 2017-08-04 | 2019-02-07 | 东南大学 | Self-resetting, friction pendulum three-dimensional seismic damping and isolation bearing |
| CN109371826A (en) * | 2018-11-26 | 2019-02-22 | 中铁大桥科学研究院有限公司 | A kind of slideway type damper set up for bridge spanning the sea Simply-supported Steel Beams |
| CN109881784A (en) * | 2019-01-22 | 2019-06-14 | 上海大学 | A kind of cambered surface slide type three-dimensional shock isolation support |
| CN110080589A (en) * | 2019-04-04 | 2019-08-02 | 河海大学 | A kind of vertical earthquake isolating equipment and its shock insulation, installation method |
| CN110359591A (en) * | 2019-07-05 | 2019-10-22 | 中国中元国际工程有限公司 | A kind of three-dimensional isolation/isolation mounting of band limit |
| CN110552460A (en) * | 2019-08-30 | 2019-12-10 | 西安理工大学 | gardens integrated configuration with antidetonation function |
| CN110700430A (en) * | 2019-09-24 | 2020-01-17 | 深圳市建筑设计研究总院有限公司 | Three-dimensional shock isolation device and building |
| CN111910789A (en) * | 2020-07-09 | 2020-11-10 | 同济大学 | Multi-dimensional shock isolation support based on vertical variable stiffness and horizontal self-resetting |
| CN112095456A (en) * | 2020-09-28 | 2020-12-18 | 河南省浸江建筑科技有限公司 | Ellipsoidal anisotropic friction simple pendulum support for bridge or building |
| CN113530337A (en) * | 2021-08-02 | 2021-10-22 | 重庆大学 | Self-resetting concrete column with bowl-shaped structure and additional replaceable damper |
| CN113737958A (en) * | 2021-09-16 | 2021-12-03 | 广州大学 | Self-resetting vibration-damping double-control vibration-isolating support and vibration-isolating support assembly |
| CN114592614A (en) * | 2022-04-01 | 2022-06-07 | 河南城建学院 | Civil engineering prefabricated anti-seismic structure and anti-seismic method thereof |
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2016
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| WO2019024552A1 (en) * | 2017-08-04 | 2019-02-07 | 东南大学 | Self-resetting, friction pendulum three-dimensional seismic damping and isolation bearing |
| CN107905094A (en) * | 2017-12-12 | 2018-04-13 | 甯告旦 | A kind of adaptive bridge pad |
| CN108978879A (en) * | 2018-07-08 | 2018-12-11 | 华北理工大学 | Tension limits shock isolating pedestal and its installation method certainly |
| CN108798170A (en) * | 2018-07-25 | 2018-11-13 | 北京工业大学 | Tension shock insulation protective device, tension shock insulation protection system and its application method |
| CN108869623A (en) * | 2018-08-13 | 2018-11-23 | 上海电力学院 | A kind of combined type shock isolating pedestal for high voltage electric equipment shock insulation |
| CN109056515A (en) * | 2018-09-13 | 2018-12-21 | 北京城建十六建筑工程有限责任公司 | A kind of shock mount |
| CN109056515B (en) * | 2018-09-13 | 2024-01-02 | 北京城建十六建筑工程有限责任公司 | Damping support |
| CN109371826A (en) * | 2018-11-26 | 2019-02-22 | 中铁大桥科学研究院有限公司 | A kind of slideway type damper set up for bridge spanning the sea Simply-supported Steel Beams |
| CN109371826B (en) * | 2018-11-26 | 2020-09-29 | 中铁大桥科学研究院有限公司 | Slide way type shock absorber for erecting simply-supported steel beam of sea-crossing bridge |
| CN109881784A (en) * | 2019-01-22 | 2019-06-14 | 上海大学 | A kind of cambered surface slide type three-dimensional shock isolation support |
| CN110080589A (en) * | 2019-04-04 | 2019-08-02 | 河海大学 | A kind of vertical earthquake isolating equipment and its shock insulation, installation method |
| CN110080589B (en) * | 2019-04-04 | 2020-08-11 | 河海大学 | Vertical shock isolation device and shock isolation and installation method thereof |
| CN110359591A (en) * | 2019-07-05 | 2019-10-22 | 中国中元国际工程有限公司 | A kind of three-dimensional isolation/isolation mounting of band limit |
| CN110552460A (en) * | 2019-08-30 | 2019-12-10 | 西安理工大学 | gardens integrated configuration with antidetonation function |
| CN110700430A (en) * | 2019-09-24 | 2020-01-17 | 深圳市建筑设计研究总院有限公司 | Three-dimensional shock isolation device and building |
| CN111910789A (en) * | 2020-07-09 | 2020-11-10 | 同济大学 | Multi-dimensional shock isolation support based on vertical variable stiffness and horizontal self-resetting |
| CN111910789B (en) * | 2020-07-09 | 2021-10-08 | 同济大学 | Multi-dimensional shock isolation support based on vertical variable stiffness and horizontal self-resetting |
| CN112095456A (en) * | 2020-09-28 | 2020-12-18 | 河南省浸江建筑科技有限公司 | Ellipsoidal anisotropic friction simple pendulum support for bridge or building |
| CN113530337A (en) * | 2021-08-02 | 2021-10-22 | 重庆大学 | Self-resetting concrete column with bowl-shaped structure and additional replaceable damper |
| CN113737958A (en) * | 2021-09-16 | 2021-12-03 | 广州大学 | Self-resetting vibration-damping double-control vibration-isolating support and vibration-isolating support assembly |
| CN114592614A (en) * | 2022-04-01 | 2022-06-07 | 河南城建学院 | Civil engineering prefabricated anti-seismic structure and anti-seismic method thereof |
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Legal Events
| Date | Code | Title | Description |
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| 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: 20170606 Termination date: 20171122 |