CN202298449U - Pendulum type friction damping support - Google Patents

Pendulum type friction damping support Download PDF

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Publication number
CN202298449U
CN202298449U CN201120391179XU CN201120391179U CN202298449U CN 202298449 U CN202298449 U CN 202298449U CN 201120391179X U CN201120391179X U CN 201120391179XU CN 201120391179 U CN201120391179 U CN 201120391179U CN 202298449 U CN202298449 U CN 202298449U
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CN
China
Prior art keywords
plate
pendulum
frictional damping
damping bearing
lower support
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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 - Lifetime
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CN201120391179XU
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Chinese (zh)
Inventor
李世珩
陈彦北
夏俊勇
胡宇新
郭红锋
罗勇欢
王小波
李心
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Zhuzhou Times New Material Technology Co Ltd
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Zhuzhou Times New Material Technology Co Ltd
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Priority to CN201120391179XU priority Critical patent/CN202298449U/en
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Publication of CN202298449U publication Critical patent/CN202298449U/en
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Abstract

The utility model provides a pendulum type friction damping support which comprises a lower support plate, a middle lining plate, an upper sliding plate and an upper anchoring plate, wherein the middle lining plate is arranged on the upper surface of the lower support plate in a sliding manner; the upper sliding plate is arranged above the middle lining plate; and the upper anchoring plate is arranged on the upper sliding plate and is connected with the upper sliding plate. The pendulum type friction damping support no only has the function of a common support, but also has good stability and a good reset function, has the advantages of good vibration isolation effect, simple structure, low engineering cost and long service life, is particularly suitable for railways, highways, and other high-earthquake zone large-scale multi-span continuous beams and is a support with a vibration reduction and isolation function which has the advantages of strong practicability and low cost.

Description

Pendulum-type frictional damping bearing
Technical field
The utility model relates to building and bridge field, particularly a kind of pendulum-type frictional damping bearing.
Background technology
The friction pendulum system is a kind of dry friction sliding and shock isolation system that the Dr.Victor Zayas of the U.S. in 1985 at first proposes; Cardinal principle is that bridge or space truss structure thing itself are isolated with ground; Utilize the vibration period of the design cycle extending structure thing of rubbing surface; Reduce seimic power enlarge-effect, through regulating the friction factor of rubbing surface, earthquake energy effectively.
The bearing of the current use of China generally only provides the basic function of vertical pressure-bearing, slippage, rotation; Do not have buffering by the ability that seimic powerful horizontal force takes place; Be that present bearing all exists anti-seismic performance not enough; Recover defectives such as adjustment difficulty, need manual work to adjust when being subjected to displacement receiving geological process, the bridge later maintenance cost increases.
The utility model content
The purpose of the utility model provides a kind of novel pendulum-type frictional damping bearing; The vibration energy that is produced in the time of can earthquake being taken place is converted into heat energy; Realize seismic energy is converted into potential energy through the pendulum-type structure, and then realize the damping effect improving anti-seismic performance.
The utility model is realized through following technical scheme: a kind of pendulum-type frictional damping bearing comprises: a kind of pendulum-type frictional damping bearing comprises: lower support plate; Middle liner plate is slidably disposed on the upper surface of lower support plate; Upper sliding plate, liner plate top in the middle of being slidably disposed on; Last anchor plate is arranged on the upper sliding plate, is connected with upper sliding plate.
Further, last anchor plate is connected through the shearing trip with upper sliding plate.
Further, the soffit of upper sliding plate middle part is formed with rotation slot, and the upper end of middle liner plate is arranged in rotation slot.
Further, the upper sliding plate bottom surface is inlaid with the slip wearing plate, and middle liner plate end face is provided with first slide plate, and the slip wearing plate and first slide plate form friction pair.
Further, the slip wearing plate is a modified ultra-high molecular weight polyethylene slip wearing plate.
Further, the upper surface middle part of lower support plate forms sliding tray, and the lower end of middle liner plate is arranged in sliding tray.
Further, the soffit of middle liner plate lower end is inlaid with the antivibration wear resistant plate, and second slide plate is set the lower support plate end face and the antivibration wear resistant plate forms friction pair.
Further, the antivibration wear resistant plate is the heat-resistant antifriction plate.
Further, be provided with the shearing piece that is connected with middle liner plate in the lower support plate side.
Further, the lower support plate upper surface is the circle cancave cambered surface.
Through technique scheme, the major advantage of the utility model is, except that the function with common bearing; Also have good stable property and reset function, isolating affection is good, and is simple in structure; Construction costs is low; Long service life is specially adapted to the large-scale continuous beam on many supports in high earthquake region such as railway, highway, be a kind of practical, cost is low has the bearing that subtracts shock insulation function.
Description of drawings
The accompanying drawing that constitutes the part of the utility model is used to provide the further understanding to the utility model, and illustrative examples of the utility model and explanation thereof are used to explain the utility model, do not constitute the improper qualification to the utility model.In the accompanying drawings:
Fig. 1 show the utility model an embodiment pendulum-type frictional damping bearing face generalized section;
Fig. 2 shows the schematic top plan view of pendulum-type frictional damping bearing of an embodiment of the utility model;
The pendulum-type frictional damping bearing that Fig. 3 shows an embodiment of the utility model is in the sketch map of normal condition;
The pendulum-type frictional damping bearing that Fig. 4 shows an embodiment of the utility model is in the sketch map of earthquake state.
The specific embodiment
Embodiment to the utility model is elaborated below in conjunction with accompanying drawing, but the multitude of different ways that the utility model can be defined by the claims and cover is implemented.
Illustrated among Fig. 1 the utility model an embodiment pendulum-type frictional damping bearing face generalized section, comprising: bearing topmost on middle liner plate 4 etc. between anchor plate 1, the upper sliding plate 3 that is connected with last anchor plate 1, lower support plate 7, said upper sliding plate 3 and the lower support plate 7 in the bearing bottom.Last anchor plate 1 usefulness shearing trip 2 connects with upper sliding plate 3; The structure of shearing trip 2 is convenient to install and substitute; Upper sliding plate 3 bottom surfaces are inlaid with slip wearing plate 5, and the stainless steel slide plate is set middle liner plate 4 end faces and slip wearing plate 5 forms friction pair, and the rotating function of bearing is provided; Form rotation slot between lower support plate 7 inside and the middle liner plate 4, be convenient to rotate.Middle liner plate 4 bottom surfaces are inlaid with antivibration wear resistant plate 6, and wearing plate 9 is equipped with in the side, and the stainless steel slide plate 8 that pastes on middle liner plate 4 and the lower support plate 7 forms friction pairs, and sliding function after the shake of bearing is provided.
Preferably, slip wearing plate 5 is the heat resistant type wearing plate with special sliding capability, for example modified ultra-high molecular weight polyethylene slip wearing plate with antivibration wear resistant plate 6.
Preferably; Lower support plate 7 set inside slip limiting grooves, the lower end of middle liner plate 4 is arranged in groove, and the side of middle liner plate 4 is provided with SF-1 wearing plate 9; The corrosion resistant plate slide plate 8 that is provided with lower support plate 7 sides forms the friction pair of stipulating glide direction, works to transmit horizontal force.Lower support plate 7 sides are provided with seismic shear piece 10 and are connected with middle liner plate 4, generally, can play the effect of limit levels power.When earthquake generation lateral force surpasses design load; Shearing piece 10 is cut off, and constraint is disengaged, and lower support plate 7 above structures will be moved along the slip stopper slot by integral body; The motion of formation pendulum model; Antivibration wear resistant plate 6 sharply strengthens friction factor because of speeding up, and rises thereby form higher temperature, and this will consume seismic energy greatly.Preferably, the upper surface of lower support plate 7 is designed to the large radius arc face, when the displacement of shake back takes place; The bearing superstructure is along with the pendulum model motion is elevated; Thereby convert seismic energy into potential energy, seismic forces is carried out damping, effectively reach the purpose of cutting down seismic forces through friction and potential energy.
Pendulum-type frictional damping bearing according to the utility model has following beneficial effect:
Under the normal condition, can play the effect of common bearing, after the earthquake, seismic energy is converted into heat energy through the sliding pair that can adjust great friction coefficient; Cylinder is pendular movement, can produce certain vertical displacement simultaneously, through seismic energy is converted into potential energy; Seismic forces is carried out effective damping, reach the purpose of protection pier and structure, can realize self-recovering function simultaneously; After the earthquake, bearing can be returned to the minimum point of bearing under the effect of gravity, has avoided shake back adjustment operation.
The preferred embodiment that the above is merely the utility model is not limited to the utility model, and for a person skilled in the art, the utility model can have various changes and variation.All within the spirit and principle of the utility model, any modification of being done, be equal to replacement, improvement etc., all should be included within the protection domain of the utility model.

Claims (10)

1. a pendulum-type frictional damping bearing is characterized in that, comprising:
Lower support plate (7);
Middle liner plate (4) is slidably disposed on the upper surface of said lower support plate (7);
Upper sliding plate (3) is slidably disposed on said middle liner plate (4) top;
Last anchor plate (1) is arranged on the said upper sliding plate (3), is fixedly connected with said upper sliding plate (3).
2. pendulum-type frictional damping bearing according to claim 1 is characterized in that, the said anchor plate (1) of going up is connected through shearing trip (2) with said upper sliding plate (3).
3. pendulum-type frictional damping bearing according to claim 1 is characterized in that, the soffit middle part of said upper sliding plate (3) is formed with rotation slot, and the upper end of said middle liner plate (4) is arranged in said rotation slot.
4. pendulum-type frictional damping bearing according to claim 3; It is characterized in that; Said upper sliding plate (3) bottom surface is inlaid with slip wearing plate (5), and said middle liner plate (4) end face is provided with first slide plate, and said slip wearing plate (5) forms friction pair with said first slide plate.
5. pendulum-type frictional damping bearing according to claim 4 is characterized in that, said slip wearing plate (5) is a ultra-high molecular weight polyethylene slip wearing plate.
6. pendulum-type frictional damping bearing according to claim 1 is characterized in that, the upper surface middle part of said lower support plate (7) forms sliding tray, and the lower end of said middle liner plate (4) is arranged in said sliding tray.
7. pendulum-type frictional damping bearing according to claim 6 is characterized in that, the soffit of said middle liner plate (4) lower end is inlaid with antivibration wear resistant plate (6), and second slide plate is set said lower support plate (7) end face and said antivibration wear resistant plate (6) forms friction pair.
8. pendulum-type frictional damping bearing according to claim 7 is characterized in that said antivibration wear resistant plate (6) is the heat-resistant antifriction plate.
9. pendulum-type frictional damping bearing according to claim 1 is characterized in that, is provided with the shearing piece (10) that is connected with said middle liner plate (4) in said lower support plate (7) side.
10. pendulum-type frictional damping bearing according to claim 1 is characterized in that, said lower support plate (7) upper surface is the circle cancave cambered surface.
CN201120391179XU 2011-10-14 2011-10-14 Pendulum type friction damping support Expired - Lifetime CN202298449U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201120391179XU CN202298449U (en) 2011-10-14 2011-10-14 Pendulum type friction damping support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201120391179XU CN202298449U (en) 2011-10-14 2011-10-14 Pendulum type friction damping support

Publications (1)

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CN202298449U true CN202298449U (en) 2012-07-04

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104711924A (en) * 2013-12-17 2015-06-17 安徽尚德科技有限公司 Wavy elastic-plastic steel damping device
CN106638281A (en) * 2015-11-02 2017-05-10 株洲时代新材料科技股份有限公司 Friction pendulum isolation device
CN111519515A (en) * 2020-05-14 2020-08-11 株洲时代新材料科技股份有限公司 Friction pendulum support assembling method and product
CN112696079A (en) * 2020-12-28 2021-04-23 金晓芳 Friction pendulum support with horizontal rotation function for building
WO2021258224A1 (en) * 2020-06-24 2021-12-30 Pontificia Universidad Catolica De Chile Composite sliding block for frictional-type seismic isolators and seismic isolators with said composite sliding block
CN114717931A (en) * 2021-10-29 2022-07-08 同济大学 Planar multidirectional energy dissipation and shock absorption device

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104711924A (en) * 2013-12-17 2015-06-17 安徽尚德科技有限公司 Wavy elastic-plastic steel damping device
CN106638281A (en) * 2015-11-02 2017-05-10 株洲时代新材料科技股份有限公司 Friction pendulum isolation device
CN106638281B (en) * 2015-11-02 2018-03-09 株洲时代新材料科技股份有限公司 Friction pendulum earthquake isolating equipment
CN111519515A (en) * 2020-05-14 2020-08-11 株洲时代新材料科技股份有限公司 Friction pendulum support assembling method and product
CN111519515B (en) * 2020-05-14 2021-08-17 株洲时代新材料科技股份有限公司 Friction pendulum support assembling method and product
WO2021258224A1 (en) * 2020-06-24 2021-12-30 Pontificia Universidad Catolica De Chile Composite sliding block for frictional-type seismic isolators and seismic isolators with said composite sliding block
CN112696079A (en) * 2020-12-28 2021-04-23 金晓芳 Friction pendulum support with horizontal rotation function for building
CN114717931A (en) * 2021-10-29 2022-07-08 同济大学 Planar multidirectional energy dissipation and shock absorption device

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Granted publication date: 20120704