CN207176973U - A kind of architectural vibration-insulation bearing - Google Patents
A kind of architectural vibration-insulation bearing Download PDFInfo
- Publication number
- CN207176973U CN207176973U CN201721204977.0U CN201721204977U CN207176973U CN 207176973 U CN207176973 U CN 207176973U CN 201721204977 U CN201721204977 U CN 201721204977U CN 207176973 U CN207176973 U CN 207176973U
- Authority
- CN
- China
- Prior art keywords
- upper junction
- lower connecting
- junction plate
- connecting plate
- architectural vibration
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model discloses a kind of architectural vibration-insulation bearing, it is related to Shock-proof for building field, its drip irrigation device is：Including upper junction plate, lower connecting plate and the shock insulation band being filled between upper junction plate and lower connecting plate, damper is also associated between the upper junction plate and lower connecting plate, has reached the horizontal anti-pressure ability of enhancing shock isolating pedestal.
Description
Technical field
A kind of Shock-proof for building device is the utility model is related to, more particularly to a kind of architectural vibration-insulation bearing.
Background technology
The problem of often being faced with how effectively reducing infringement of the earthquake to building in construction.Shock insulation principle be
Seismic Isolation of Isolation Layer is set to obstruct geological process to superstructure transmission, while give appropriate damping to make building between building and ground
The acceleration response of thing weakens significantly.
Shock isolating pedestal is exactly a kind of conventional shock insulation component, existing a kind of shock isolating pedestal, as shown in figure 1, including upper company
Fishplate bar 1 and lower connecting plate 2, vulcanization is molded between upper junction plate 1 and lower connecting plate 2 has rubber layer 32 to be superimposed with steel plate layer 31
The shock insulation band 3 formed, the upper junction plate 1 are connected with the upper bottom surface of building beam body, and the lower connecting plate 2 connects with ground pier
Connect, this shock isolating pedestal can carry the permanent load of building, while have certain Horizontal Deformation ability and damping energy dissipation energy
Power, thus building and the horizontal force of earthquake can be separated.
But water can be had by relying solely on shock insulation band in the prior art, during horizontal applied force of shock insulation band when by earthquake
Flat anti-pressure ability is inadequate, or even the problem of can be broken in the horizontal direction.
Utility model content
The purpose of this utility model is to provide a kind of architectural vibration-insulation bearing, has higher horizontal anti-pressure ability.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of architectural vibration-insulation branch
Seat, including upper junction plate, lower connecting plate and the shock insulation band being filled between upper junction plate and lower connecting plate, the upper junction plate
Damper is also associated between lower connecting plate.
By using above-mentioned technical proposal, using the damping characteristic of damper come slow down upper junction plate and lower connecting plate it
Between relative displacement, and consume the kinetic energy of vibrations, strengthen the horizontal anti-pressure ability of shock isolating pedestal.
Further, the both ends of the damper respectively with upper junction plate and lower connecting plate ball-joint.
By using above-mentioned technical proposal, damper is set to produce activity with lower connecting plate to adapt to upper junction plate
The deformation of shock isolating pedestal.
Further, the damper includes expansion link, and the both ends of the expansion link are fixed with spheroid, the upper connection
The spherical shell that bag holds together spheroid is fixed with plate and upper junction plate.
Further, the shock insulation band includes vertically alternateing the steel plate layer and rubber layer of stacking.
By using above-mentioned technical proposal, rubber layer is set to be deformed upon in earthquake to reduce earthquake to building in itself
Impact, while damping energy dissipation can be played a part of, and steel plate layer then plays and strengthens shock isolating pedestal overall structure, strengthens load energy
The effect of power.
Further, the side wrap of the shock insulation band has a circle Protection glue.
By using above-mentioned technical proposal, rubber layer inside shock insulation band and steel plate layer can be protected without prejudice.
Further, multiple fixed crab-bolts and lower fixation are vertically fixed on the upper junction plate and lower connecting plate respectively
Crab-bolt.
By using above-mentioned technical proposal, make shock isolating pedestal be securely attached to ground pier and building beam body it
Between.
Further, it is provided with the lead for retractable pencil for passing vertically through the shock insulation band between the upper junction plate and lower connecting plate.
By using above-mentioned technical proposal, when earthquake makes shock isolating pedestal deformation, hysteresis damping caused by lead for retractable pencil is utilized
Plastic deformation can absorb energy, slow down impact of the earthquake to building.
In summary, the utility model has the advantages that：By setting up ball pivot respectively on the basis of shock insulation band
The damper being connected between upper junction plate and lower connecting plate, slow down the relative displacement between upper junction plate and lower connecting plate, and disappear
The kinetic energy of vibrations is consumed, improves the horizontal anti-pressure ability of shock isolating pedestal, and then strengthen the shockproof properties of shock isolating pedestal.
Brief description of the drawings
Fig. 1 is the overall structure figure of prior art；
Fig. 2 is the overall structure figure of architectural vibration-insulation bearing；
Fig. 3 is the installation diagram of architectural vibration-insulation bearing；
Fig. 4 is the structural representation of the shock insulation band of architectural vibration-insulation bearing；
Fig. 5 is the installation diagram of the damper of architectural vibration-insulation bearing；
Fig. 6 is the working state figure of the damper of architectural vibration-insulation bearing.
In figure, 1, upper junction plate；11st, upper fixed crab-bolt；2nd, lower connecting plate；21st, lower fixed crab-bolt；3rd, shock insulation band；31st, steel
Flaggy；33rd, Protection glue；4th, lead for retractable pencil；5th, damper；51st, expansion link；52nd, spheroid；53rd, spherical shell；6th, ground pier；7th, beam body.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.Wherein identical parts identical accompanying drawing
Mark represents.It should be noted that the word "front", "rear", "left", "right", the "up" and "down" that are used below in description refer to
It is the direction in accompanying drawing, word " bottom surface " and " top surface ", " interior " and " outer " are referred respectively to towards or away from particular elements geometry
The direction at center.
A kind of shock isolating pedestal, as shown in Fig. 2 including upper junction plate 1, lower connecting plate 2, being filled in upper junction plate 1 and lower company
Shock insulation band 3 between fishplate bar 2, pass vertically through the lead for retractable pencil 4 of the shock insulation band 3 and be connected to upper junction plate 1 and lower connecting plate 2 it
Between damper 5.
As shown in Figures 2 and 3, the upper surface of upper junction plate 1 and the lower surface of lower connecting plate 2 are vertically fixed multiple respectively
Upper fixed crab-bolt 11 and lower fixed crab-bolt 21.Lower connecting plate 1 is pressed on ground pier 6, and lower fixed crab-bolt 21 is plugged on cement
In the ground pier 6 poured；The beam body 7 of the rest building of upper junction plate 1, upper fixed crab-bolt 11 are plugged in beam body 7, so as to profit
Building is supported with shock isolating pedestal and an isolation strip is formed between ground pier 6 and building.
As shown in figure 4, shock insulation band 3 includes steel plate layer 31 and rubber layer 32, wherein steel plate layer 31 replaces folded with rubber layer 32
Add and form, whole shock insulation band 3 is made by being molded sulfuration process.Wherein rubber layer 32 is deformed upon in earthquake to reduce earthquake
To the impact of building in itself, while damping energy dissipation can be played a part of；And steel plate layer 31 primarily serves reinforcing shock isolating pedestal
Overall structure, strengthen the effect of load-carrying ability.
The side wall of shock insulation band 3 is enclosed with a circle Protection glue 33 with the steel plate layer 31 inside protection and rubber layer 32.
Lead for retractable pencil 4 is arranged between upper junction plate 1 and lower connecting plate 2, and it passes vertically through the center of the shock insulation band 3.Lead for retractable pencil 4
The plastic deformation of caused hysteresis damping can absorb energy, and can provide horizontal restoring force by rubber layer 32.
As shown in Figure 2 and Figure 5, damper 5 is provided with multiple, and peripheral along shock insulation band 3 evenly distributed has four.Damper 5
Both ends respectively with upper junction plate 1 and the ball-joint of lower connecting plate 2：Damper 5 includes expansion link 51, and the both ends of expansion link 51 are fixed
Spheroid 52 is connected with, the spheroid 52 at both ends is embedded in the lower surface for being fixed on upper junction plate 1 and the upper surface of lower connecting plate 2 respectively
On spherical shell 53.
As shown in fig. 6, slow down the relative position between upper junction plate 1 and lower connecting plate 2 using the damping characteristic of damper 5
Move, and consume the kinetic energy of vibrations, strengthen the horizontal anti-pressure ability of shock isolating pedestal.
The utility model by set up on the basis of shock insulation band 3 ball-joint respectively upper junction plate 1 and lower connecting plate 2 it
Between damper 5, slow down the relative displacement between upper junction plate 1 and lower connecting plate 2, and consume the kinetic energy of vibrations, improve shock insulation
The horizontal anti-pressure ability of bearing, and then strengthen the shockproof properties of shock isolating pedestal.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (7)
1. a kind of architectural vibration-insulation bearing, including upper junction plate（1）, lower connecting plate（2）And it is filled in upper junction plate（1）With lower company
Fishplate bar（2）Between shock insulation band（3）, it is characterized in that：The upper junction plate（1）With lower connecting plate（2）Between be also associated with damping
Device（5）.
2. architectural vibration-insulation bearing according to claim 1, it is characterized in that：The damper（5）Both ends respectively with upper company
Fishplate bar（1）And lower connecting plate（2）Ball-joint.
3. architectural vibration-insulation bearing according to claim 2, it is characterized in that：The damper（5）Including expansion link（51）, institute
State expansion link（51）Both ends be fixed with spheroid（52）, the upper junction plate（1）And upper junction plate（2）On be fixed with bag and hold together ball
Body（52）Spherical shell（53）.
4. architectural vibration-insulation bearing according to claim 1, it is characterized in that：The shock insulation band（3）Including vertically phase
The steel plate layer being mutually alternately stacked（31）With rubber layer（32）.
5. the architectural vibration-insulation bearing according to claim 1 or 4, it is characterized in that：The shock insulation band（3）Side wrap have one
Enclose Protection glue（33）.
6. architectural vibration-insulation bearing according to claim 1, it is characterized in that：The upper junction plate（1）And lower connecting plate（2）On
Multiple fixed crab-bolts are vertically fixed respectively（11）With lower fixed crab-bolt（21）.
7. architectural vibration-insulation bearing according to claim 1, it is characterized in that：The upper junction plate（1）With lower connecting plate（2）It
Between be provided with and pass vertically through the shock insulation band（3）Lead for retractable pencil（4）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721204977.0U CN207176973U (en) | 2017-09-19 | 2017-09-19 | A kind of architectural vibration-insulation bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721204977.0U CN207176973U (en) | 2017-09-19 | 2017-09-19 | A kind of architectural vibration-insulation bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176973U true CN207176973U (en) | 2018-04-03 |
Family
ID=61747912
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721204977.0U Expired - Fee Related CN207176973U (en) | 2017-09-19 | 2017-09-19 | A kind of architectural vibration-insulation bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176973U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824178A (en) * | 2018-08-22 | 2018-11-16 | 安徽微威胶件集团有限公司 | A kind of architectural vibration-insulation rubber supporting seat |
| CN109183855A (en) * | 2018-08-22 | 2019-01-11 | 筑梦高科建筑有限公司 | A kind of isolation structure |
| CN110805154A (en) * | 2019-06-28 | 2020-02-18 | 浙江亚厦装饰股份有限公司 | Shockproof rubber pad |
| 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 |
| CN112726864A (en) * | 2021-01-13 | 2021-04-30 | 温州职业技术学院 | Building shock insulation reinforcing apparatus |
| CN114482319A (en) * | 2022-03-17 | 2022-05-13 | 郑州信息科技职业学院 | Civil engineering antidetonation structure |
| CN115030983A (en) * | 2022-05-18 | 2022-09-09 | 广东明阳电气股份有限公司 | Shock insulation support and transformer with same |
-
2017
- 2017-09-19 CN CN201721204977.0U patent/CN207176973U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824178A (en) * | 2018-08-22 | 2018-11-16 | 安徽微威胶件集团有限公司 | A kind of architectural vibration-insulation rubber supporting seat |
| CN109183855A (en) * | 2018-08-22 | 2019-01-11 | 筑梦高科建筑有限公司 | A kind of isolation structure |
| CN110805154A (en) * | 2019-06-28 | 2020-02-18 | 浙江亚厦装饰股份有限公司 | Shockproof rubber pad |
| 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 |
| CN112726864A (en) * | 2021-01-13 | 2021-04-30 | 温州职业技术学院 | Building shock insulation reinforcing apparatus |
| CN114482319A (en) * | 2022-03-17 | 2022-05-13 | 郑州信息科技职业学院 | Civil engineering antidetonation structure |
| CN114482319B (en) * | 2022-03-17 | 2023-08-18 | 郑州信息科技职业学院 | Civil engineering shock-resistant structure |
| CN115030983A (en) * | 2022-05-18 | 2022-09-09 | 广东明阳电气股份有限公司 | Shock insulation support and transformer with same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207176973U (en) | A kind of architectural vibration-insulation bearing | |
| CN203878462U (en) | Building shock insulation bearer | |
| CN205421357U (en) | Earthquake -resistant structure | |
| CN206109973U (en) | Steel structure damping support | |
| CN205152782U (en) | High -damp rubber support | |
| CN207177413U (en) | A kind of shock isolating pedestal | |
| CN203755481U (en) | Bending, restraining and supporting device | |
| CN204715571U (en) | A kind of high residential building energy-dissipating and shock-absorbing wall | |
| CN209429180U (en) | A kind of building site capital construction sets earthquake isolating equipment | |
| CN207242315U (en) | A kind of corrugated case for preventing corner from deforming | |
| CN103726442A (en) | Annular steel wire rope lamination rubber compound seismic reduction and isolation bearer | |
| CN201521587U (en) | Limiting type composite shock absorber | |
| CN202370097U (en) | Shock-isolating support of rubber pad of buckling-restrained brace | |
| CN110965834B (en) | Graphene-based shock insulation support and construction method thereof | |
| CN204531050U (en) | Single-pipe tower earthquake resistant structure | |
| CN202073180U (en) | Horizontal displacement type seismic isolating support | |
| CN204940107U (en) | A kind of steel structure earthquake-resistant bearing | |
| CN209907638U (en) | Engineering damping device used under foundation differential settlement and earthquake coupling | |
| CN201217964Y (en) | Shock-resistant construction | |
| CN204000967U (en) | A kind of alternating layers shock insulation ground | |
| CN205804663U (en) | building damping device | |
| CN205577119U (en) | Anti -drawing shock -isolating rubber support | |
| CN201605668U (en) | Tension shock isolation rubber support | |
| CN202401590U (en) | Seismic joint damping device | |
| CN201901957U (en) | Novel energy-dissipating and shock-absorbing damper |
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: 20180403 Termination date: 20200919 |