CN201166078Y - Barrel type friction changeable damper - Google Patents

Barrel type friction changeable damper Download PDF

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Publication number
CN201166078Y
CN201166078Y CNU2008200786071U CN200820078607U CN201166078Y CN 201166078 Y CN201166078 Y CN 201166078Y CN U2008200786071 U CNU2008200786071 U CN U2008200786071U CN 200820078607 U CN200820078607 U CN 200820078607U CN 201166078 Y CN201166078 Y CN 201166078Y
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China
Prior art keywords
friction
sleeve
damper
slip
contact
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Expired - Lifetime
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CNU2008200786071U
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Chinese (zh)
Inventor
周锡元
彭凌云
闫维明
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Beijing University of Technology
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Beijing University of Technology
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  • Vibration Dampers (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model relates to a cylinder variable friction damper, having wide application in the vibration control and locomotive damping of construction structures, which comprises an outer sleeve, a first friction sleeve, a second friction sleeve, a sliding shaft, a disc spring, a lock nut, an extrusion cone ring and a friction slider, wherein the inner sleeve comprises the second friction muffle and the first friction sleeve at two ends of the second friction sleeve, the inner diameters of the first and second friction sleeves are in one cylinder, the left end plate and a hinging right end plate are fixedly connected with the left and right ends of the inner and outer sleeves. In deformation, the contact surface providing friction resistance changes along with the deformation of the cylinder variable friction damper, and the positive pressure on the whole contact surface is kept constantly to realize variable friction. The cylinder variable friction damper has linear damping characteristic, the energy consumption increases along with the increase of the deformation amplitude. In the application of vibration control of construction structures, the utility model can satisfy the damping demands in strong and weak vibrations, having strong practicality.

Description

Barrel-type friction-changing damper
Technical field
The utility model relates to a kind of barrel-type friction-changing damper, can be applicable to control of building structure vibration damping and locomotive vibration damping.Also can be used for making the damper in fields such as being used for space flight, electronics, chemical industry, the energy, instrument, medical treatment, health.
Background technique
Frcition damper is a kind of control gear that a class is utilized the friction energy-dissipating dissipation vibrational energy of rubbing surface.The rubbing surface of frcition damper for building generally includes steel-copper, steel-steel and heavily loaded brake lining.The core position of common frcition damper is the one or more pairs of rubbing surfaces with certain precompression, and external force need overcome the rubbing surface generation relative movement that frictional force between the rubbing surface just can be ordered about damper.The precompression of general frcition damper and the attribute of rubbing surface all can not change automatically, thereby its surface friction drag that provides also remains unchanged usually, and the hysteresis loop of damper is near rectangle.Damper with rectangle hysteresis loop is in engineering is used, and the most key problem is how to determine the action intensity of vibrating load, because the maximum friction resistance of this type of damper is in case determine just can not change.Such as in the antidetonation and wind force proofing design of building structure, if according to the situation design frcition damper of bestirring oneself by force under using, then this damper weak bestir oneself with under can not slide, if and determine force of sliding friction by the weak situation of shaking, then this damper bestir oneself by force with under will not reach desirable effectiveness in vibration suppression because the tonnage of exerting oneself is too small.Because the intensity of the geological process that building structure faces can not accurately be predicted, so in building structure, adopt frcition damper as damping means exist shake by force and a little less than the problem of shaking and can not take into account, this is a kind of key factor that influences the extensive use of frcition damper.Based on this, some have appearred to becoming the research of friction.
Have three kinds of methods to produce the effect that becomes friction at present:
1) Harbin Institute of Technology's the nineties proposes in last century " intending the viscous friction damper ", the rubbing surface of this damper is made up of two relative protruding cambered surfaces, and two protruding summit contacts when original state, as Fig. 1. (a).Rubbing surface is positioned at the middle part of two elasticity crossbeams, applies precompression in the end of these two elasticity crossbeams by bolt, compresses the rubbing surface at elasticity crossbeam middle part by resiliently deformable.When the rubbing surface slide relative, stagger in two protruding summits, and rubbing surface will be pressed close to mutually, and the resiliently deformable of elasticity crossbeam progressively reduces, and positive pressure is corresponding to be reduced, surface friction drag thereby thereupon reduce;
2) half rubbing device initiatively, this type of device increases half control system element in conventional frcition damper, and as piezoelectric element and electromagnetic element, the positive pressure by the electric current that changes control unit is regulated rubbing surface rubs thereby realize becoming, as Fig. 1. (b).
3) Energy Dissipating Restraint.A kind of radial inflow friction-changing damper was once studied by the California, USA Berkeley University, and this damper is provided with built-in spring, and the damper distortion is big more, and spring pressure is big more, causes the rubbing surface positive pressure big more, and then realized becoming friction, as Fig. 1. (c).The hysteresis loop of this damper shows as provides little rigidity when big rigidity, unloading are provided when loading, can enough passive modes realize half ACTIVE CONTROL.Its hysteresis loop is two triangles that the summit is relative.
Above-mentioned three kinds of methods have a common ground: all be that the attribute of rubbing surface remains unchanged and realizes becoming friction by the positive pressure of adjusting rubbing surface.There is comparatively serious defective:
1) can produce the hysteresis loop that is similar to viscous damper though intend viscous damper, but its maximum value is still fixed, this is the main distinction with viscous damper, thus this damper still exist conventional frcition damper can not simultaneous adaptation shake by force and a little less than the defective of shaking;
2) though half rubbing device superior performance initiatively, such device construction complexity, cost is high, maintenance requirement is high, still can not promote the use of at present;
3) the Energy Dissipating Restraint structure is exquisite, but because the positive pressure of its rubbing surface mainly comes from middle spring, as Fig. 1. (c), for obtaining required tonnage and the deformability of building structure vibration damping, needing Fig. 1. the spring (c) has great rigidity and bigger deformability simultaneously, if the employing helical spring, deformability can satisfy, but the big rigidity that difficult acquisition meets the demands; And if adopt belleville spring, then rigidity requirement can satisfy, deformability requires then to be difficult for satisfying.In a word,, be difficult to satisfy simultaneously the requirement of large-tonnage and large deformation ability for Energy Dissipating Restraint, thereby, this damper be applied to the mini-plant vibration damping still can, can not satisfy the usage requirement of building structure.
The model utility content
The purpose of this utility model has been to solve the above-mentioned defective of existing damper, and a kind of barrel-type friction-changing damper is provided.The utility model is the linear friction damping, can satisfy simultaneously that engineering structure is shaken by force and a little less than vibration damping requirement when shaking.
To achieve these goals, the utility model has been taked following technological scheme.Barrel-type friction-changing damper includes outer sleeve 15, inner sleeve, sliding axle 18, belleville spring 19, locking nut 20, extruding conical ring 21, friction slip 22, first member plate 23 and band hinge right end plate 24.Described inner sleeve includes the second friction sleeve 17 and is arranged on the first friction sleeve 16 at the second friction sleeve two ends, the internal diameter of the first friction sleeve 16 and the second friction sleeve 17 is positioned on the same cylinder, and the first friction sleeve 16 is identical with the internal diameter of outer sleeve 1 with the external diameter of the second friction sleeve 17; First member plate 23 and band hinge right end plate 24 are fixedly connected on the two ends, the left and right sides of inner sleeve and outer sleeve 15 respectively; Sliding axle 18 is positioned on the central axis of inner sleeve, and the one end stretches out inner sleeve and is used for fixing with building structure; Sliding axle 18 has been provided with two extruding conical rings 21, is provided with locking nut 19 at the two ends of extruding conical ring 21, is equipped with belleville spring 20 between locking nut 19 and extruding conical ring 21; Several friction slips 22 are combined into ring-type and are arranged between two extruding conical rings 21 and the inner sleeve inwall; Friction slip 22 is the taper cambered surface with extruding conical ring 21 surface of contact, and the gradient of the taper cambered surface of friction slip 22 is identical with the extruding conical ring 21 outer surface gradients; The friction factor of the surface of contact of second friction sleeve 17 inwalls and friction slip 22 is less than the friction factor of the surface of contact of first friction sleeve 16 inwalls and friction slip 22.
The friction factor of the surface of contact between the described friction slip 22 and the second friction sleeve 17 is less than 0.01 times of surface of contact friction factor between the friction slip 22 and the first friction sleeve 16.
The inwall of the described second friction sleeve 17 is embedded with ball 28, and friction slip 22 and the second friction sleeve, 17 surface of contact are rolling friction.
The described second friction sleeve 17 is the sleeve of inwall with teflon coatings.
The actual area of contact that plays a role obtains to become frictional behaviour to the barrel-type friction-changing damper that the utility model proposes in the rubbing surface by changing, and can obtain following beneficial effect:
1), can regulate the positive pressure of the friction slip 22 and the first friction sleeve 16 and the second friction sleeve, 17 surface of contact easily, thereby improve the tonnage of exerting oneself of damper by tightening locking nut 19.The sliding distance of friction slip 22 is not subjected to the influence of rubbing surface positive pressure, thereby by appropriate design, the utility model damper can provide simultaneously above maximum damping force more than 100 tons and the big displacement capacity more than 200 millimeters.
2) because under the original state, the friction slip 22 and the second friction sleeve 17 be center-aligned on the second friction sleeve, 17 axial directions, and the friction factor of friction slip 22 and the second friction sleeve, 17 surface of contact is less than the friction factor of friction slip 22 and the first friction sleeve, 16 surface of contact, so, after friction slip 22 begins to depart from the relative movement of the second friction sleeve 17, the area of contact of the friction slip 22 and the first friction sleeve 16 progressively increases, between friction slip 22 and the first friction sleeve 16 and the second friction sleeve 17 always surface of contact between frictional force will progressively increase.Similar with said process, when friction slip 22 from deviation position when initial position moves, damper surface friction drag will reduce along with reducing of deviation distance.Obviously: after in the building structure this damper being installed, when the malformation amplitude increased, the damping force that damper provides increased with the increase of malformation amplitude, promptly provided positive rigidity to stop the increase of malformation amplitude; When structure when amplitude returns the equilibrium position, its strain rate will increase along with reducing of amplitude of deformation, this moment, damper provided damping force to stop the increase of malformation speed.For malformation, the damping force that this moment, damper provided is a negative value, and reduces with the decline of malformation amplitude, and negative stiffness promptly is provided.Promptly realized the control of change rigidity.
3) damper that the utility model proposes can be realized hysteresis loop as shown in Figure 9, and promptly damper provides the linear friction damping.The damping force of this damper will be with the increase of distortion amplitude linear the increase, can satisfy simultaneously that engineering structure is shaken by force and a little less than vibration damping requirement when shaking.
Description of drawings:
Fig. 1 (a) intends the change friction element schematic representation of viscous damper
Fig. 1 (b) half is the change friction element schematic representation of friction-changing damper initiatively
The organigram of Fig. 1 (c) Energy Dissipating Restraint
Fig. 2 is the unitary construction figure of the barrel-type friction-changing damper that the utility model proposes
Fig. 3 is the left view of the extruding conical ring 21 of the damper that the utility model proposes
Fig. 4 pushes conical ring 21 sectional drawing a-a
The left view of friction slip 22 among Fig. 5 embodiment 1
The sectional drawing b-b of friction slip 22 among Fig. 6 embodiment 1
Fig. 7 embodiment 1 friction slip 22 rubbing surface width equate with the height h of the second friction sleeve 17, and the two structural representation when second rubs sleeve axial direction center-aligned when initial
Fig. 8 embodiment 1 friction slip 22 departs from the structural representation when frictional force increases behind the initial position
Fig. 9 embodiment 1 hysteresis loop schematic representation
Figure 10 embodiment 2 unitary construction figure
Figure 11 embodiment 2 friction slips 22 rubbing surface width equate and the two Centered structural representation when initial with the height h of the second friction sleeve 17
Figure 12 embodiment 2 friction slip 22 departs from the structural representation that frictional force increases behind the initial position
Figure 13 embodiment 3 friction slip 22 width are greater than height h and the two Centered structural representation when initial of the second friction sleeve 17
One end of Figure 14 embodiment 3 friction slip 22 enters fully that back surface friction drag just begins the structural representation that increases within the scope of the second friction sleeve 17
Figure 15 embodiment 3 hysteresis loop
The diagonal-bracing type installation method of the barrel-type friction-changing damper that Figure 16 the utility model proposes in building structure
The herringbone supporting type installation method of the barrel-type friction-changing damper that Figure 17 the utility model proposes in building structure
Among the figure: 1, intend the upper beam of viscous friction damper, 2, intend the bottom end rail of viscous friction damper, 3, intend the slide block of viscous friction damper, 4, intend the lock bolt of viscous friction damper, 5, the cover plate up and down of half active friction-changing damper, 6, the slide block of half active friction-changing damper, 7, the lock bolt of half active friction-changing damper, 8, change half ACTIVE CONTROL element of positive pressure in the half active friction-changing damper, 9, the cylinder barrel of Energy Dissipating Restraint, 10, the locking nut of Energy Dissipating Restraint, 11, the spring of Energy Dissipating Restraint, 12, the extruding conical ring of Energy Dissipating Restraint, 13, the friction slip of Energy Dissipating Restraint, 14, the sliding axle of Energy Dissipating Restraint, 15, outer sleeve, 16, the first friction sleeve, 17, the second friction sleeve, 18, sliding axle, 19, locking nut, 20, belleville spring, 21, the extruding conical ring, 22, friction slip, 23, first member plate, 24, band hinge right end plate, 25, connect the hinge head, 26, steel-copper rubbing surface, 27, steel-Teflon (Teflon) rubbing surface, 28, ball, 29, steel-copper sliding friction surface, 30, rolling friction face, 31, the barrel-type friction-changing damper that the utility model proposes, 32, the crossbeam of building structure, 33, the column of building structure, 34, the support of damper is installed.
Embodiment
Embodiment 1:
This example adopts the inwall surface of contact of Teflon (Teflon) coating as the second friction sleeve 17.
As shown in figure 11, two first friction sleeves 16 butt up against the two ends of one second friction sleeve 17 respectively, and outer sleeve 15 is enclosed within above-mentioned three friction sleeve drum outer walls.The first friction sleeve 16 is identical with the external diameter of the second friction sleeve 17, all equals the internal diameter of outer sleeve 1.The second friction sleeve 17 is positioned on the same cylinder with the position and first inwall that rubs sleeve 16 that friction slip 22 comes in contact.The friction factor of the surface of contact of second friction sleeve 17 inwalls and friction slip 22 is less than the friction factor of the surface of contact of first friction sleeve 16 inwalls and friction slip 22.Outer sleeve 15, the first friction sleeve 16 and the second friction sleeve 17 all are the steel cylinder barrels in the present embodiment, the inwall of the second friction sleeve 17 is with the Teflon coating, and the friction factor of the surface of contact between the friction slip 22 and the second friction sleeve 17 is less than 0.01 times of surface of contact friction factor between the friction slip 22 and the first friction sleeve 16.
Fix the relative position of the first friction sleeve 16 and outer sleeve by first member plate 23 and band hinge right end plate 24, sliding axle 18 is positioned on the center line of the cylinder that the first friction sleeve 16 and the second friction sleeve 17 form, and sliding axle 18 is steel solid cylinders.Extruding conical ring 21 is the ring-type centrum, and its internal diameter faces toward being enclosed within on the sliding axle 18 of conehead greater than 18, two extruding of sliding axle conical ring, 21 coneheads, and extruding conical ring 21 is the steel ring-type element, as shown in Figure 3 and Figure 4,
A plurality of friction slips 22 are combined into ring-type and are positioned between two extruding conical rings 21 and inner sleeve (comprising the first friction sleeve 16 and the second friction sleeve 17) inwall, and friction slip 22 is the fan-shaped bloom of 120 degree, combines for totally 3, as shown in Figure 5 and Figure 6.In the present embodiment, the rubbing surface of friction slip 22 is identical with the height h of the second friction sleeve 17, as shown in Figure 7.
The slip surface that friction slip 22 contacts with the inner sleeve inwall is an arc surface, and its radian is identical with the first friction sleeve, 16 inwalls.Friction slip 22 is the taper cambered surface with extruding conical ring 21 surface of contact, and the gradient of the taper cambered surface of friction slip 22 is identical with the extruding conical ring 21 outer surface gradients.Two locking nuts 19 pin two extruding conical rings 21 from two ends, between locking nut 19 and extruding conical ring 21, be equipped with belleville spring 20, can apply positive pressure between the surface of contact to friction slip 22 and the first friction sleeve 16 and the second friction sleeve 17 by tightening two ends locking nut 19.
When initial, the friction slip 22 and the second friction sleeve 17 are along the second friction sleeve, 17 axial direction center-aligned, as shown in Figure 7.When the 18 relative outer sleeves 15 of sliding axle among Fig. 2 moved, friction slip 22 began to contact and increases gradually with the copper rubbing surface of the first friction sleeve 16, and as shown in Figure 8, the surface friction drag that surface of contact produces is increase accordingly also.This has just realized becoming friction.The hysteresis loop shape of present embodiment as shown in Figure 9.
Embodiment 2:
As shown in figure 10, the present embodiment second friction sleeve 17 inwalls are embedded with ball 30, and remaining part is identical with embodiment 1.
The width of the rubbing surface of friction slip 22 with second the friction sleeve 17 height h equate, as shown in figure 11.Ball 30 is positioned on the same cylinder with the contact position of friction slip 22 and the inwall of the first friction sleeve 16 in the second friction sleeve 17.The coefficient of rolling friction of the surface of contact between the friction slip 22 and the second friction sleeve 17 is less than 0.01 times of surface of contact friction factor between the friction slip 22 and the first friction sleeve 16.
When initial, friction slip 22 aligns with the second friction sleeve 17, as shown in figure 11.After damper deformed, the area of contact of the copper rubbing surface of the friction slip 22 and the first friction sleeve 16 began to increase, and as shown in figure 12, the surface friction drag that surface of contact produces also increases accordingly.This has just realized becoming friction.The hysteresis loop shape of present embodiment as shown in Figure 9.
Embodiment 3:
As shown in figure 13, in the present embodiment rubbing surface width of friction slip 22 greater than second the friction sleeve 17 height h.Remaining part is identical with embodiment 2.
When initial, friction slip 22 aligns with the second friction sleeve 17.Because the width of friction slip 22 is greater than the height h of the second friction sleeve 17, so when relative second friction sleeves 17 of friction slip 22 during from the initial position setting in motion, the surface friction drag of damper will remain unchanged, end up to friction slip 22 enters in the scope of the second friction sleeve 17, as shown in figure 15, after this, the surface friction drag of damper will increase and linear increasing along with the continuation of relative displacement.Therefore, embodiment 3 hysteresis loop will be as shown in figure 16.
Cartridge type frcition damper application form such as Figure 16 and shown in Figure 17 in building structure that present embodiment proposes.The second friction sleeve 17 that the utility model proposes also has many specific implementations, the technological scheme that all belongs to the utility model and proposed.
Damper in the present embodiment can be realized big damping force more than 100 tons and the big displacement more than 200 millimeters.

Claims (4)

1, barrel-type friction-changing damper, include outer sleeve (15), inner sleeve, sliding axle (18), belleville spring (19), locking nut (20), extruding conical ring (21), friction slip (22), first member plate (23) and band hinge right end plate (24), it is characterized in that: described inner sleeve includes the second friction sleeve (17) and is arranged on the first friction sleeve (16) at second friction sleeve (17) two ends, the internal diameter of the first friction sleeve (16) and the second friction sleeve (17) is positioned on the same cylinder, and the first friction sleeve (16) is identical with the internal diameter of outer sleeve (1) with the external diameter of the second friction sleeve (17); First member plate (23) and band hinge right end plate (24) are fixedly connected on the two ends, the left and right sides of inner sleeve and outer sleeve (15) respectively; Sliding axle (18) is positioned on the central axis of inner sleeve, and the one end stretches out inner sleeve and is used for fixing with building structure; Sliding axle (18) has been provided with two extruding conical rings (21), is provided with locking nut (19) at the two ends of extruding conical ring (21), is equipped with belleville spring (20) between locking nut (19) and extruding conical ring (21); Several friction slips (22) are combined into ring-type and are arranged between two extruding conical rings (21) and the inner sleeve inwall; Friction slip (22) is the taper cambered surface with extruding conical ring (21) surface of contact, and the gradient of the taper cambered surface of friction slip (22) is identical with extruding conical ring (21) the outer surface gradient; The friction factor of the surface of contact of second friction sleeve (17) inwall and friction slip (22) is less than the friction factor of the surface of contact of first friction sleeve (16) inwall and friction slip (22).
2, barrel-type friction-changing damper according to claim 1 is characterized in that: the friction factor of the surface of contact between the described friction slip (22) and the second friction sleeve (17) is less than 0.01 times of surface of contact friction factor between the friction slip (22) and the first friction sleeve (16).
3, barrel-type friction-changing damper according to claim 1 is characterized in that: the inwall of the described second friction sleeve (17) is embedded with ball (28), and friction slip (22) is rolling friction with second friction sleeve (17) surface of contact.
4, barrel-type friction-changing damper according to claim 1 is characterized in that: the described second friction sleeve (17) is the sleeve of inwall with teflon coatings.
CNU2008200786071U 2008-01-18 2008-01-18 Barrel type friction changeable damper Expired - Lifetime CN201166078Y (en)

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Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101216088B (en) * 2008-01-18 2010-06-02 北京工业大学 Barrel-type friction-changing damper
CN104482108A (en) * 2014-12-05 2015-04-01 国家电网公司 Centering friction damper special for column-type electrical equipment
CN104482093A (en) * 2014-12-03 2015-04-01 华侨大学 Self-resetting friction-changing damper
CN104948631A (en) * 2015-07-03 2015-09-30 上海上材减振科技有限公司 Parallel type adjustable variable friction damper
CN105387115A (en) * 2015-12-24 2016-03-09 北京工业大学 Dual-compressed-spring flat plate type-centripetal variable friction damper
CN108442559A (en) * 2018-05-21 2018-08-24 大连理工大学 A kind of high-damping rubber-friction composite damper
CN108591342A (en) * 2018-07-04 2018-09-28 阮忠诚 A method of improving new-energy automobile comfort level
CN108757802A (en) * 2018-07-04 2018-11-06 潘雲生 A kind of pump drive system damping device
CN108757808A (en) * 2018-08-08 2018-11-06 华侨大学 Become friction viscous fluid and mixes damper
CN108825704A (en) * 2018-07-04 2018-11-16 阮忠诚 A kind of new-energy automobile damper
CN110350459A (en) * 2019-07-10 2019-10-18 国网四川省电力公司电力科学研究院 A kind of strain tower of transmission line damper and its mounting structure
CN110485787A (en) * 2019-08-08 2019-11-22 国核电力规划设计研究院有限公司 Velocity profile frcition damper
CN111043229A (en) * 2020-01-08 2020-04-21 天津大学 Friction energy dissipation supporting device for tower vibration reduction
CN114658128A (en) * 2022-05-19 2022-06-24 北京市科学技术研究院城市安全与环境科学研究所 Bidirectional beam falling prevention damper with macroscopic NPR structure and building structure with same
CN116517131A (en) * 2022-12-01 2023-08-01 北京工业大学 Hysteresis-variable self-resetting combined disc spring U-shaped metal energy dissipation damper

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101216088B (en) * 2008-01-18 2010-06-02 北京工业大学 Barrel-type friction-changing damper
CN104482093A (en) * 2014-12-03 2015-04-01 华侨大学 Self-resetting friction-changing damper
CN104482108A (en) * 2014-12-05 2015-04-01 国家电网公司 Centering friction damper special for column-type electrical equipment
CN104948631A (en) * 2015-07-03 2015-09-30 上海上材减振科技有限公司 Parallel type adjustable variable friction damper
CN105387115A (en) * 2015-12-24 2016-03-09 北京工业大学 Dual-compressed-spring flat plate type-centripetal variable friction damper
CN108442559A (en) * 2018-05-21 2018-08-24 大连理工大学 A kind of high-damping rubber-friction composite damper
CN108825704A (en) * 2018-07-04 2018-11-16 阮忠诚 A kind of new-energy automobile damper
CN108591342A (en) * 2018-07-04 2018-09-28 阮忠诚 A method of improving new-energy automobile comfort level
CN108757802A (en) * 2018-07-04 2018-11-06 潘雲生 A kind of pump drive system damping device
CN108757808A (en) * 2018-08-08 2018-11-06 华侨大学 Become friction viscous fluid and mixes damper
CN108757808B (en) * 2018-08-08 2023-12-29 华侨大学 Variable friction viscous fluid mixing damper
CN110350459A (en) * 2019-07-10 2019-10-18 国网四川省电力公司电力科学研究院 A kind of strain tower of transmission line damper and its mounting structure
CN110350459B (en) * 2019-07-10 2021-06-04 国网四川省电力公司电力科学研究院 Transmission line strain insulator tower damping damper and mounting structure thereof
CN110485787A (en) * 2019-08-08 2019-11-22 国核电力规划设计研究院有限公司 Velocity profile frcition damper
CN110485787B (en) * 2019-08-08 2024-05-17 国核电力规划设计研究院有限公司 Speed type friction damper
CN111043229A (en) * 2020-01-08 2020-04-21 天津大学 Friction energy dissipation supporting device for tower vibration reduction
CN114658128A (en) * 2022-05-19 2022-06-24 北京市科学技术研究院城市安全与环境科学研究所 Bidirectional beam falling prevention damper with macroscopic NPR structure and building structure with same
CN114658128B (en) * 2022-05-19 2022-08-16 北京市科学技术研究院城市安全与环境科学研究所 Bidirectional beam falling prevention damper with macroscopic NPR structure and building structure with same
CN116517131A (en) * 2022-12-01 2023-08-01 北京工业大学 Hysteresis-variable self-resetting combined disc spring U-shaped metal energy dissipation damper

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